Catalog Ancore Hilti PDF [PDF]

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ANCHOR FASTENING Technology manual



Important notices 1. The technical data presented in this Anchor Fastening Technology Manual is based on numerous tests and evaluation criteria according to the current state-of-the-art and the relevant European regulations. 2. For all those anchors holding a European Technical Assessment (ETA), noted in the cover with the respective icon, the technical data given in this manual is based and in accordance with the information given in the respective ETA. Additional Hilti technical data, supplementing the ETA technical data, may be available, in which case, it will be clearly noted on footnotes and/or tables. 3. For all those anchors not holding an ETA, the technical data given in this manual is based on numerous tests and evaluation criteria according to the current state-of-the-art and/or the relevant European applicable regulations for the assessment of fasteners, which is the basis for obtaining an ETA. 4. In addition to the tests for standard service conditions (including, in some cases, seismic as an option), fire resistance, shock and fatigue tests may have been performed – see respective reports for full details. 5. The data and values are based on the respective average values obtained from tests under laboratory or other controlled conditions, or on generally-accepted methodology. It is the responsibility of the customer to use the data given in the light of conditions on site and taking into account the intended use of the products concerned. The customer must check the listed prerequisites and criteria conform with the conditions actually existing on the job-site. Whilst Hilti can give general guidance and advice, the nature of Hilti products means that the ultimate responsibility for selecting the right product for a particular application must lie with the customer. 6. The given technical data in the Anchor Fastening Technology Manual is valid only for the indicated test conditions. Due to variations in local base materials, on-site testing maybe required to determine performance at any specific jobsite. 7. Technical data presented herein was current as of the date of publication (see back cover). Hilti´s policy is one of continuous development. We therefore reserve the right to alter technical data and specifications, etc. without notice. 8. Construction materials and conditions vary on different sites. If it is suspected that the base material has insufficient strength to achieve a suitable fastening, contact the Technical Competence Center of your local Hilti organization. 9. All products must be used, handled and applied strictly in accordance with all current instructions for use published by Hilti, i.e. technical instructions, operating manuals, setting instructions, installation manuals and others. 10. All products are supplied and advice is given subject to the local Hilti organization terms of business. 11. While reasonable measures have been taken to provide accurate information, no warranty is provided that it is without error. Hilti shall in no event be obligated for direct, indirect, incidental, consequential, or any other damages, losses or expenses in connection with, or by reason of, the use of, or inability to use, the products or information for any purpose. Implied warranties of merchantability and fitness for a particular purpose are specially excluded.



Hilti Corporation FL-9494 Schaan Principality of Liechtenstein www.hilti.group Hilti = registred trademark of the Hilti Corporation, Schaan



Chemical anchors Concrete



13



•



Multimterial



219



•



Masonry



281



Chemical anchors



•



Undercut anchors



307



•



Expansion anchors



333



•



Screw anchors



385



•



Flush anchors



431



Plastic & Light duty metal anchors



Feb-18



•



Plastic anchors



449



•



Light duty metal anchors



501



1



Plastic / Light duty metal anchors



•



Mechanical anchors



Mechanical anchors



Chemical anchor selector Anchor type



Concrete Hilti HIT-RE 500 V3



M8M39



M8M20



840



M8M20



M8M30



M8M20



832



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European Technical approval (ETA)



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ETA seismic C1



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Anchor size



Base material



Cracked concrete



Approvals



Hilti HIT-HY 200 A(R)



Non-cracked concrete Lightweight concrete



Hilti HIT-RE 100 Hilti HIT-HY 110



M8M30



832



M8M30



M8M20



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■



■ ■



■



■



■



■



■



■



■



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825



Hilti HIT-HY 100



M8- M8- 8M30 M20 25



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Aerated concrete Solid brick masonry Hollow brick masonry Drywall



ETA seismic C2 Fatigue approval*



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Shock approval* Fire tested



SafeSet



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Clean-Tec



Specification



Steel, galvanized



Stainless steel A4 HCR steel



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Rebar B500 B Internal thread



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Pre-setting



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External thread Setting



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Steel, hot dip galvanized Stainless steel A2



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Through-fastening



Profis



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*Local approvals ETA approval only for anchoring in concrete with rebar elements



□ ETA approval only for post-installed rebar applications (according to EC2) 2



Feb-18



Concrete Hilti HIT-CT 1



M8M24



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Hilti HIT-ICE



HVZ



M8 M20



825



M10M20



M8M20



M8M16



M8M24



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825



M8M24



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HVU2



Hilti HIT-HY 170



M8M16



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M8M24



M8M12



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M6M12



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M8M16



Hilti HIT-HY 270



M6M16



M8M12



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Hilti HIT-1



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825



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Feb-18



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Hilti HIT-MM Plus



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M8M12



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Masonry



Multimaterial



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3



Mechanical anchor selector Anchor type



Expansion anchors



HDA



HMU-PF



HSC



HSL-3



HST3



HST2



HSA



M10-M20



M8-M20



M6-M12



M8-M24



M8-M24



M8-M16



M6-M20



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European Technical approval (ETA)



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ETA seismic C1



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Anchor size Cracked concrete Base material



Undercut anchors



Non-cracked concrete Lightweight concrete Aerated concrete Solid brick masonry Hollow brick masonry Drywall



Approvals



Redundant fastening



ETA seismic C2 Fatigue approval* Shock approval* Fire tested



Specification



Steel, galvanized Steel, hot dip galvanized Stainless steel A2 Stainless steel A4



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HCR steel



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Pre-setting



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Through-fastening



■



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External thread



Setting



Internal thread



Profis



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*Local approvals



4



Feb-18



Expansion anchors



Screw anchors REDUNDANT



HUS3



HUS-HR HUS-CR



HUS-V



HUS 6 HUS-S 6



HKD



6-12



6



6-14



8-10



6



M6-M20



M6-M16



M6-M16



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HSV



HSB



HUS3



M8-M16



M8-M16



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Flush anchors



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Feb-18



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HKV



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HKD



REDUNDANT



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5



Mechanical anchor selector Anchor type



Plastic anchors HRD



Anchor size (drill bit diameter)



Base material



Cracked concrete Non-cracked concrete Lightweight concrete Aerated concrete Solid brick masonry Hollow brick masonry Drywall



M8M10



■ ■ ■ ■ ■ ■



HRV



M10



HPS-1



M4-M8



■



■



■



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HUD-1



M5-M14



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HUD-L



M6-M10



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HLD



M10



HMF



M5-M14



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Approvals



DBZ



M14



M6



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■



Redundant fastening European Technical approval (ETA)



GD14+GRS



□



□



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ETA seismic C1 ETA seismic C2 Fatigue approval* Shock approval* Fire tested



Specification



Steel, galvanized Steel, hot dip galvanized Stainless steel A2



■ ■



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Stainless steel A4 HCR steel External thread



Setting



Internal thread Pre-setting Through-fastening



■



■



■



■



■



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Profis May be suitable for specific applications



□ ETA approval only for redundant fastening applications *Local approvals



6



Feb-18



Light duty metal anchors HK



HLC



M8-M30



M5-M16



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■



■



HT



M8-M10



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HLV



M5-M12



■



HAM



M6-M12



HPD



HKH



M6-M10



M6-M10



HCA



M16



HHD-S



M4-M8



HSP/HFP



M4,5



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HA8



M8



HTB



M5-M6



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Feb-18



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7



Selection of corrosion protection for anchors



Environmental Conditions



Dry indoor



Indoor with temporary condensation



Outdoor with low pollution



Outdoor with moderate concentration of pollutants



Coastal areas



Outdoor, areas with heavy industrial pollution



Close proximity to roads treated with de-icing salts



Special applications



■



□ -



⃰ 8



Anchors



HSA HUS HST HIT-V



Coating/Material



Electro galvanize



HUS-HF



HSA-F HIT-V-F



Duplex coated HDG/sherardi carbon steel zed 45-50 µm



HSA-R2



HUS-HR HSA-R HST-R HIT-V-R HIT-Z-R



HST-HCR



A2 AISI 304



A4 AISI 316



HCR, e.g. 1.4529



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■⃰



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■⃰



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Fastened part Steel (zinc-coated, painted), aluminum, stainless steel Steel (zinc-coated, painted), aluminium



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-



Stainless steel Steel (zinc-coated, painted), aluminium



-



Stainless steel Steel (zinc-coated, painted), aluminium



■



■



■



■



-



-



□⃰



□⃰



-



-



□⃰



□⃰



-



-



-



Stainless steel



Steel (zinc-coated, painted), aluminum, stainless steel



-



-



-



-



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■



Steel (zinc-coated, painted), aluminum, stainless steel



-



-



-



-



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Steel (zinc-coated, painted), aluminum, stainless steel



-



-



-



-



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-



Consult experts



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= expected lifetime of anchors made from this material is typically satisfactory in the specified environment based on the typically expected lifetime of a building. The assumed service life in ETA approvals for powder-actuated and screw fasteners is 25 years, and for concrete anchors it is 50 years. = a decrease in the expected lifetime of non-stainless fasteners in these atmospheres must be taken into account (≤ 25 years). Higher expected lifetime needs a specific assessment. = fasteners made from this material are not suitable in the specified environment. Exceptions need a specific assessment. From a technical point of view, HDG/duplex coatings and A2/304 material are suitable for outdoor environments with certain lifetime and application restrictions. This is based on longterm experience with these materials as reflected e.g. in the corrosion rates for Zn given in the ISO 9224:2012 (corrosivity categories, C-classes), the selection table for stainless steel grades given in the national technical approval issued by the DIBt Z.30.3-6 (April 2009) or the ICC-ES evaluation reports for our KB-TZ anchors for North America (e.g. ESR-1917, May 2013). The use of those materials in outdoor environments however is currently not covered by the European Technical Approval (ETA) of anchors, where it is stated that anchors made of galvanized carbon steel or stainless steel grade A2 may only be used in structures subject to dry indoor conditions, based on an assumed working life of the anchor of 50 years.



Feb-18



Environment categories Applications can be classified into various environmental categories, by taking the following factors into account: Indoor applications Dry indoor environments (Heated or air-conditioning areas) without condensation, e.g. office buildings, schools. Indoor environments with temporary condensation (Unheated areas without pollutant) e.g. storage sheds Outdoor applications Outdoor, rural or urban environment with low population Large distance (> 10 km) from the sea Outdoor, rural or urban environment with moderate concentration of pollutants and/or salt from sea water Distance from the sea 1-10 km Coastal areas Distance from sea 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m (HDG) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HIT-V-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014



Plastic / Light duty metal anchors



Mechanical anchors



Threaded rod, HIT-V-R



Material quality for HIS-N Part Internal threaded sleeve HIS-N Screw 8.8 Internal threaded sleeve HIS-RN Screw 70



Material C-steel 1.0718; Steel galvanized ≥ 5 µm Strength class 8.8, A5 > 8 % Ductile; Steel galvanized ≥ 5 µm Stainless steel 1.4401,1.4571 Strength class 70, A5 > 8 % Ductile Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362



Setting information Installation temperature -5°C to +40°C Service temperature range Hilti HIT-RE 500 V3 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



Temperature range



Base material temperature



Max. long term base material temperature



Max. short term base material temperature



Temperature range I Temperature range II



-40 °C to +40 °C -40 °C to +70 °C



+24 °C +43 °C



+40 °C +70 °C



16



Feb-18



Working time and curing time Temperature of the base material T



Working time twork



Minimum curing time tcure1)



-5 °C to -1 °C 0 °C to 4 °C



2h 2h



168 h 48 h



5 °C to 9 °C 10 °C to 14 °C 15 °C to 19 °C 20 °C to 24 °C 25 °C to 29 °C



2h 1,5 h 1h 30 min 20 min



24 h 16 h 12 h 7h 6h



30 °C to 34 °C 35 °C to 39 °C 40 °C



15 min 12 min 10 min



5h 4,5 h 4h



Setting details for HIT-V ETA-16/0143, issue 2017-07-12 Anchor size Nominal diameter of drill bit Effective anchorage and drill hole depth range a) Minimum base material thickness Max. torque moment Minimum spacing Min. edge distance Critical spacing for splitting failure



d0



hef,min [mm] hef,max [mm] hmin



[mm]



Tmax smin cmin



[mm] [mm] [mm]



scr,sp



[mm]



Critical edge distance for ccr,sp splitting failure b) Critical spacing for scr,N concrete cone failure Critical edge distance for ccr,N concrete cone failurec)



Feb-18



[mm]



Additional Hilti Technical data M33 M36 M39



M8



M10



M12



M16



M20



M24



M27



M30



10



12



14



18



22



28



30



35



37



40



42



60 60 70 160 200 240 hef +30 mm ≥ 100 mm 10 20 40 40 50 60 40 45 45



80 320



90 400



96 480



108 540



120 600



132 660



144 720



156 780



330 165 165



360 180 180



390 195 195



hef + 2 d0 80 75 50



150 90 55



200 115 60



270 120 75



300 140 80



2 ccr,sp



for h / hef ≥ 2,0 1,0  hef 4,6 h 1,8 h for 2,0 > h / hef > 1,3 ef [mm] 2,26 hef for h / hef ≤ 1,3 [mm]



2 ccr,N



[mm]



1,5 hef



17



Concrete



Mechanical anchors



The curing time data are valid for dry base material only. In wet base material, the curing times must be doubled.



Plastic / Light duty metal anchors



1)



Chemical anchors



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



Concrete



Chemical anchors



Setting details for HIS-N Anchor size Nominal diameter of drill d0 bit Diameter of element d Effective anchorage and hef drill hole depth Minimum base material hmin thickness Diameter of clearance df hole in the fixture Thread engagement hs length; min - max Minimum spacing smin Minimum edge distance cmin Critical spacing for scr,sp splitting failure Critical edge distance for splitting failure b)



[mm] [mm]



M8 14 12,5



M10 18 16,5



M12 22 20,5



M16 28 25,4



M20 32 27,6



[mm]



90



110



125



170



205



[mm]



120



150



170



230



270



[mm]



9



12



14



18



22



[mm]



8-20



10-25



12-30



16-40



20-50



[mm] [mm]



60 40



70 45



90 55



115 65



130 90



80



150



[mm]



2 ccr,sp for h / hef ≥ 2,0



1,0  hef



ccr,sp [mm] 4,6 hef – 1,8 h for 2,0 > h / hef > 1,3



Plastic / Light duty metal anchors



Mechanical anchors



2,26 hef Critical spacing for concrete cone failure Critical edge distance for concrete cone failure c) Max. torque moment a)



for h / hef ≤ 1,3



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



Tmax



[Nm]



10



20



40



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) hef,min ≤ hef ≤ hef,max (hef: embedment depth) b) h: base material thickness (h ≥ hmin) c) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side.



Installation equipment Anchor size Rotary hammer



HIT-V HIS-N



Other tools Additional Hilti recommended tools a)



18



M8



M10



M12



M16



M20



TE 2 – TE 16 TE 2 – TE 16



M24



M27



M30



TE 40 – TE 80



TE 40 – TE 80



M36 M39 Not available from Hilti



-



compressed air gun, set of cleaning brushes, dispenser roughening tools TE-YRT



-



DD EC-1, DD 100 … DD 160 a)



-



For anchors in diamond drilled holes load values for combined pull-out and concrete cone resistance have to be reduced



Feb-18



M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39



M8 M10 M12 M16 M20 -



10 12 14 18 22 28 30 32 35 37 40 42



14 18 22 28 32 35 -



10 12 14 18 22 28 30 32 35 -



Associated components for the use of Hilti Roughening tool TE-YRT Diamond coring Roughening tool TE-YRT



Nominal 18 20 22 25 28 30 32 35



Feb-18



d0 [mm] measured 17,9 to 18,2 19,9 to 20,2 21,9 to 22,2 24,9 to 25,2 27,9 to 28,2 29,9 to 30,2 31,9 to 32,2 34,9 to 35,2



18 22 28 30 32 35 -



Installation Brush HIT-RB



Piston plug HIT-SZ



10 12 14 18 22 28 30 32 35 37 40 42



12 14 18 22 28 30 32 35 37 40 42



Mechanical anchors



HIS-N



Drill bit diameters d0 [mm] Diamond coring Hollow Hammer Diamond With Drill Bit drill (HD) coring roughenin (HDB) (DD) g tool (RT)



Plastic / Light duty metal anchors



Parameters of cleaning and setting tools HIT-V



Concrete



troughen [sec] 10 20 30 40 50 60



Wear gauge RTG…



d0 [mm]



size



18 20 22 25 28 30 32 35



18 20 22 25 28 30 32 35



Chemical anchors



Minimum roughening time troughen (troughen [sec] = hef [mm] /10 ) hef [mm] 0 to 100 101 to 200 201 to 300 301 to 400 401 to 500 501 to 600



19



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product.



Chemical anchors



Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 500 V3. Drilling Hammer drilled hole For dry and wet concrete and installation in flooded holes (no sea water).



Hammer drilled hole with Hollow Drilled Bit (HDB)



Plastic / Light duty metal anchors



Mechanical anchors



No cleaning required. For dry and wet concrete, only.



Diamond Coring For dry and wet concrete, only. Diamond Coring + Roughening Tool For dry and wet concrete only. Before roughening, the borehole needs to be dry. Cleaning ( Inadequate hole cleaning=poor load values.) Hammer Drilling: Compressed air cleaning (CAC) For all drill hole diameters d0 and all drill hole depths h0.



Hammer drilling: Cleaning for under water: For all bore hole diameters d0 and all bore hole depth h0.



20



Feb-18



Concrete Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



Diamond cored holes with Hilti roughening tool:



Chemical anchors



Hammer drilled flooded holes and diamond cored holes:



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Mechanical anchors



Injection preparation



Injection system preparation.



Plastic / Light duty metal anchors



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth hef > 250mm.



Injection method for overhead application.



Feb-18



21



Setting element, observe working time “twork”,



Chemical anchors



Concrete



Setting the element



Loading the anchor after required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.



Mechanical anchors



Setting element for overhead applications, observe working time “twork”



Plastic / Light duty metal anchors



Loading the anchor after required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.



22



Feb-18



Feb-18



23



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Concrete



HIT-RE 500 V3 injection mortar



Anchor design (ETAG 001) / Rebar elements / Concrete Benefits



Chemical anchors



Injection mortar system



- SafeSet technology: Simplified method of borehole preparation using either Hilti hollow drill bit for hammer drilling or Roughening tool for diamond cored applications



Hilti HIT-RE 500 V3 500 ml foil pack



- Suitable for non-cracked and cracked concrete C 20/25 to C 50/60



(also available as 330 ml and 1400 ml foil pack)



- ETA approval for seismic performance category C1 - Hilti Technical Data for seismic performance category C2 - High loading capacity - Suitable for dry and water saturated concrete



Plastic / Light duty metal anchors



Mechanical anchors



- Hilti Technical Data for under water application Rebar B500 B



- Fastest curing epoxy mortar to speed up construction process



(8 - 40)



- Long working time to allow installation of big diameters and/or deep embedment depths even at higher temperature - Cures down to -5°C



Load conditions



Base material



Concrete (noncracked)



Concrete (cracked)



Hammer drilling



Diamond coring



Dry concrete



Wet concrete



Installation conditions



Static/ quasi-static



Seismic, ETA-C1 Hilti Technical Data-C2



Other informations



Hilti SafeSet technology



Small edge distance and spacing



European Technical Assessment



CE conformity



PROFIS Rebar design Software



Approvals / certificates Description European technical assessment a) a)



24



Authority / Laboratory CSTB, Marne la Vallée



All data given in this section according to ETA-16/0143 issue 2016-11-30.



No. / date of issue ETA-16/0143 / 2017-07-12



Feb-18



Embedment depth and base material thickness for static and quasi-static loading data ETA-16/0143, issue 2017-07-12 Anchor- size Typ. embedment depth [mm] Base material thickness [mm]



8 80 110



10 90 120



12 110 140



14 125 161



16 125 165



20 170 220



25 210 274



28 270 340



30 285 359



32 300 380



Additional Hilti technical data 36 40 330 360 420 470



Concrete



All data in this section applies to -Design according to TR029 -Correct setting (See setting instruction) -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -Rebar B500B -Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min. base material temp. -40°C, max. long term/short term base material temp.: +24°C/40°C)



Chemical anchors



Static and quasi-static loading (for a single anchor)



ETA-16/0143, issue 2017-07-12 Anchor- size Non-cracked concrete Tensile NRu,m B500B Shear VRu,m B500B Cracked concrete Tensile NRu,m Shear VRu,m 1) 2)



B500B B500B



8



10



12



14



16



20



25



28



30



32



Additional Hilti technical data 36 40



[kN]



-



45,2 65,1 89,3 93,7 148,6 204,0 297,4 331,1 348,4 401,9 457,9 1) 23,1 32,6 44,1 57,8 90,3 141,8 177,5 203,7 232,1 293,9 363,0



[kN]



-



31,9 52,3 66,8 66,8 105,9 145,4 212,0 229,9 248,3 23,1 32,6 44,1 57,8 90,3 141,8 177,5 203,7 232,1



-



-



Hilti hollow drill bit available for element size 12-28. Roughening tools are available for element size 14-28.



Characteristic resistance ETA-16/0143, issue 2017-07-12 Anchor- size



8



10



12



14



16



20



25



28



30



32



Additional Hilti technical data 36 40



Non-cracked concrete Tensile NRk B500B Shear VRk B500B Cracked concrete Tensile NRk Shear VRk 1) 2)



Feb-18



B500B B500B



[kN]



-



39,6 58,1 70,6 70,6 111,9 153,7 224,0 249,4 262,4 302,7 344,9 22,0 31,0 42,0 55,0 86,0 135,0 169,0 194,0 221,0 280,0 346,0



[kN]



-



24,0 39,4 50,3 50,3 79,8 109,6 159,7 177,8 187,1 22,0 31,0 42,0 55,0 86,0 135,0 169,0 194,0 221,0



-



-



Hilti hollow drill bit available for element size 12-28. Roughening tools are available for element size 14-28.



25



Plastic / Light duty metal anchors



Mean ultimate resistance



Mechanical anchors



For hammer drilled holes, hollow drill bit1) and diamond cored with roughening tool2):



Concrete



Design resistance ETA-16/0143, issue 2017-07-12



Chemical anchors



Anchor- size



8



10



12



14



16



20



25



28



30



32



Non-cracked concrete Tensile NRd B500B Shear VRd B500B Cracked concrete Tensile NRd Shear VRd 1) 2)



B500B B500B



[kN]



-



26,4 38,7 47,1 47,1 74,6 102,5 149,4 166,3 174,9 14,7 20,7 28,0 36,7 57,3 90,0 112,7 129,3 147,3



[kN]



-



16,0 26,3 33,5 33,5 53,2 73,0 106,5 118,5 124,7 14,7 20,7 28,0 36,7 57,3 90,0 112,7 129,3 147,3



ETA-16/0143, issue 2017-07-12 Anchor- size



Mechanical anchors



168,2 191,6 186,7 230,7 -



-



Hilti hollow drill bit available for element size 12-28. Roughening tools are available for element size 14-28.



Recommended loads3)



Plastic / Light duty metal anchors



Additional Hilti technical data 36 40



8



10



12



14



16



20



25



28



30



32



Additional Hilti technical data 36 40



Non-cracked concrete Tensile NRec B500B Shear VRec B500B Cracked concrete Tensile NRec Shear VRec 1) 2) 3)



B500B B500B



[kN]



-



18,8 27,6 33,6 33,6 53,3 73,2 106,7 115,7 125,0 10,5 14,8 20,0 26,2 41,0 64,3 80,5 92,4 105,2



[kN]



-



11,4 18,8 24,0 24,0 10,5 14,8 20,0 26,2



38,0 52,2 41,0 64,3



76,1 80,5



84,7 92,4



89,1 105,2



120,1 136,9 133,3 164,6 -



-



Hilti hollow drill bit available for element size 12-28. Roughening tools are available for element size 14-28. With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



For diamond cored holes: Mean ultimate resistance Additional Hilti technical data



ETA-16/0143, issue 2017-07-12 Anchor- size Tensile NRk Shear VRk



B500B B500B



[kN]



8



10



12



14



16



20



25



28



30



32



-



33,8 23,1



49,6 32,6



65,7 44,1



75,1 127,6 197,1 297,4 331,1 348,4 57,8 90,3 141,8 177,5 203,7 232,1



36



40



-



-



Characteristic resistance Additional Hilti technical data



ETA-16/0143, issue 2017-07-12 Anchor- size Tensile NRk Shear VRk



26



B500B B500B



[kN]



8



10



12



14



16



20



-



25,4 22,0



37,3 31,0



49,5 42,0



56,5 55,0



96,1 148,4 224,0 249,4 262,4 86,0 135,0 169,0 194,0 221,0



25



28



30



32



36



40



-



-



Feb-18



ETA-16/0143, issue 2017-07-12 Anchor- size Tensile NRd Shear VRd



B500B B500B



[kN]



8



10



12



14



16



20



25



-



14,1 14,7



20,7 20,7



27,5 28,0



26,9 36,7



45,8 57,3



70,7 106,7 115,7 125,0 90,0 112,7 129,3 147,3



28



30



32



36



40



-



-



Recommended loadsa) Additional Hilti technical data



ETA-16/0143, issue 2017-07-12 Anchor- size Tensile NRec Shear VRec



[kN]



10



12



14



16



20



25



28



30



32



-



10,1 10,5



14,8 14,8



19,6 20,0



19,2 26,2



32,7 41,0



50,5 64,3



76,2 80,5



82,6 89,3 92,4 105,2



36



40



-



-



Mechanical anchors



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Seismic loading (for a single anchor) All data in this section applies to: - Design according to TR 045 - Correct setting (See setting) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25, fck,cube = 25 N/mm² - Rebar B450C -Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) - Installation temperature range -5°C to +40°C - αgap = 1,0 For hammer drilled holes: Embedment depth and base material thickness in case of seismic performance category C2 Anchor- size Typical embedment depth [mm] Base material thickness [mm]



8



10



12



14



16



20



25



28



30



32



36



40



-



-



-



-



125 165



170 220



210 274



-



-



-



-



-



Characteristic resistance in case of seismic performance category C21) Anchor- size Tensile NRk, seis Shear VRk, seis 1)



B450C B450C



Hilti technical data.



[kN] [kN]



8



10



12



14



16



20



25



28



30



32



36



40



-



-



-



-



24,5 16,7



45,9 29,7



57,7 40,7



-



-



-



-



-



20



25



28



30



32



36



40



-



-



-



-



-



Design resistance in case of seismic performance category C21) Anchor- size Tensile NRd, seis Shear VRd, seis 1)



Feb-18



B450C B450C



Hilti technical data.



[kN] [kN]



8



10



12



14



16



-



-



-



-



16,3 13,3



30,6 38,5 23,7 32,5



27



Plastic / Light duty metal anchors



a)



B500B B500B



8



Concrete



Additional Hilti technical data



Chemical anchors



Design resistance



Concrete



For hammer drilled holes, hollow drill bit2) and diamond cored with roughening tool3): Embedment depth and base material thickness in case of seismic performance category C1 Anchor- size



Chemical anchors



Typical embedment depth [mm] Base material thickness [mm]



8



10



12



14



16



20



25



28



30



32



36



40



-



90 120



110 140



125 161



125 165



170 220



210 274



270 340



285 359



300 380



-



-



25



28



30



32



36



40



-



-



36



40



-



-



Characteristic resistance in case of seismic performance category C1 Anchor- size Tensile NRk, seis Shear VRk, seis 1) 2)



B500B B500B



[kN]



8



10



12



14



16



20



-



22,6 22,0



35,3 31,0



42,8 42,0



42,8 55,0



67,8 93,1 135,8 151,1 159,0 86,0 135,0 169,0 194,0 221,0



Hilti hollow drill bit available for element size 12-28. Roughening tools are available for element size 14-28.



Design resistance in case of seismic performance category C1 Anchor- size Tensile NRd, seis Shear VRd, seis



Plastic / Light duty metal anchors



Mechanical anchors



2) 3)



B500B B500B



[kN]



8



10



12



14



16



20



25



-



15,1 14,7



23,5 20,7



28,5 28,0



28,5 36,7



45,2 57,3



62,1 90,5 100,7 106,0 90,0 112,7 129,3 147,3



28



30



32



16 550 518 500 450 201,1 201,1 402,1 402,1



20 550 518 500 450 314,2 314,2 785,4 785,4



Hilti hollow drill bit available for element size 12-28. Roughening tools are available for element size 14-28.



Materials Mechanical properties Anchor size



8 10 12 14 550 550 550 550 Nominal tensile B500B [N/mm²] strength fuk B450C B500B [N/mm²] 500 500 500 500 Yield strength fyk B450C B500B 50,3 78,5 113,1 153,9 Stressed cross[mm²] section As B450C B500B 50,3 98,2 169,6 269,4 Moment of [mm³] resistance W B450C Material quality Part Rebar EN 1992-1-1:2004 and AC:2010



25 28 30 550 550 550 518 500 500 500 450 490,9 615,8 706,9 490,9 1534 2155 2650 1534 -



32 36 40 550 550 550 500 50 500 804,2 1018 1257 3217 4580 6283 -



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1/ NA:2013 fuk = ftk = k · fyk



Setting information Installation temperature range: -5°C to +40°C Service temperature range Hilti HIT-RE 500 V3 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



28



Feb-18



Concrete



Max. short term base material temperature + 40 °C + 70 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



1)



Min. curing time before rebar can be fully loaded tcure1)



2h 2h 2h 1,5 h 1h 30 min 20 min 15 min 12 min 10 min



168 h 48 h 24 h 16 h 12 h 7h 6h 5h 4,5 h 4h



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Installation equipment Rebar – size Rotary hammer Diamond coring tools Other tools a)



Max. working time in which rebar can be inserted and adjusted tgel



8



10 12 14 16 20 25 28 30 32 36 40 TE 2 (-A) – TE 40(-A) TE40 – TE80 a) DD EC-1, DD 100 … DD 160 Compressed air gun,brush, hollow drill bit, roughening tool, dispenser, piston plug



For anchors in diamond drilled holes, load values for combined pull-out and concrete cone resistance have to be reduced (see section “Setting instruction”)



Associated components for the use of Hilti Roughening tool TE-YRT Diamond coring Roughening tool TE-YRT



Nominal 18 20 22 25 28 30 32 35



Feb-18



Mechanical anchors



Working time and curing time Temperature of the base material -5 °C  TBM  -1 °C 0 °C  TBM  4 °C 5 °C  TBM  9 °C 10 °C  TBM  14 °C 15 °C  TBM  19 °C 20 °C  TBM  24 °C 25 °C  TBM  29 °C 30 °C  TBM  34 °C 35 °C  TBM  39 °C TBM = 40 °C



d0 [mm]



measured 17,9 to 18,2 19,9 to 20,2 21,9 to 22,2 24,9 to 25,2 27,9 to 28,2 29,9 to 30,2 31,9 to 32,2 34,9 to 35,2



Wear gauge RTG…



d0 [mm]



size



18 20 22 25 28 30 32 35



18 20 22 25 28 30 32 35



Chemical anchors



Temperature range I Temperature range II



Max. long term base material temperature + 24 °C + 43 °C



29



Plastic / Light duty metal anchors



Base material temperature -40 °C to + 40 °C -40 °C to + 70 °C



Temperature range



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Minimum roughening time troughen (troughen [sec] = hef [mm] /10 ) hef [mm] 0 to 100 101 to 200 201 to 300 301 to 400 401 to 500 501 to 600



troughen [sec] 10 20 30 40 50 60



Setting details Anchor size Nominal diameter of drill bit Effective anchorage and drill hole depth range b) base Minimum material thickness Minimum spacing



Ø10



Ø12



Ø14 Ø16 Ø20 Ø25 Ø28 Ø30 Ø32 Ø36 Ø40



12 14a) 16a) 14a)



18



20



25



30 32a)



35



37



40



70



75



80



90



100



112



120



128 1441) 1601)



240



280



320



400



500



560



600



640 7201) 8001)



d0



[mm]



10 12 a)



hef,min



[mm]



60



60



hef,max



[mm]



160



200 240



hmin



[mm]



smin



[mm]



40



50



60



60



70



80



100



125



140



150 160 1801) 2001)



[mm]



40



45



45



45



50



50



65



70



75



80



Minimum edge cmin distancespacing Critical scr,sp for splitting failure Critical edge distance for splitting failure c)



Ø8



ccr,sp



Critical spacing for concrete cone scr,N failure Critical edge distance for ccr,N concrete cone failure d)



70



hef +30mm ≥ 100 mm



[mm]



[mm]



451)



551)



hef + 2 d0



80 1801) 2001)



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



1) Additional Hilti Technical data For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) both given values for drill bit diameter can be used b) hef,min ≤ hef ≤ hef,max (hef: embedment depth) c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side



30



Feb-18



d0 [mm]



8 10 12 14 16 20 25 28 30 32 36 40 a) b)



12 (10 a)) 14 (12 a)) 16 (14 a)) 18 20 25 32 35 37 40 45b) 55b)



Each of two given values can be used Additional Hilti technical data



14 16 (14 a)) 18 20 25 32 35 -



Diamond coring Diamond With coring roughening (DD) tool (RT)



Brush HIT-RB



12 (10 a)) 14 (12 a)) 16 (14 a)) 18 20 25 32 35 37 42 -



12 (10 a)) 14 (12 a)) 16 (14 a)) 18 20 25 32 35 37 40 42 45b) 55b)



18 20 25 32 35 -



Piston plug HIT-SZ



size [mm]



Chemical anchors



Hollow Drill Bit (HDB)



12 14 (12 a)) 16 (14 a)) 18 20 25 32 35 37 40 42 45b) 55b)



Mechanical anchors



Rebar - size



Hammer drill (HD)



Concrete



Drilling and cleaning diameters



Setting instructions *For detailed information on installation see instruction for use given with the package of the product.



Plastic / Light duty metal anchors



Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 500 V3.



Hammer drilled hole



Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required



Diamond Coring



Feb-18



31



Concrete



Chemical anchors



Diamond Coring + Roughening Tool



Hammer Drilling: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Hammer drilling: Cleaning for under water:



Mechanical anchors



For all bore hole diameters d0 and all bore hole depth h0.



Hammer drilled flooded holes and diamond cored holes:



Plastic / Light duty metal anchors



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Diamond cored holes with Hilti roughening tool: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



32



Feb-18



Concrete



Injection method for drill hole depth



Chemical anchors



hef > 250mm.



Injection method for overhead application.



Setting element for overhead applications, observe working time “twork”,



Plastic / Light duty metal anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Mechanical anchors



Setting element, observe working time “twork”,



Feb-18



33



Concrete



HIT-RE 500 V3 injection mortar



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Benefits



Chemical anchors



- SafeSet technology: Simplified method of borehole preparation using either Hilti hollow drill bit for hammer drilling or Roughening Foil pack: HIT-RE 500 V3 tool for diamond cored applications (available in 330, 500 and 1400 ml cartridges) - Suitable for concrete C 12/15 to C 50/60 - High loading capacity - Suitable for dry and water saturated concrete - Non-corrosive to rebar elements - Long working time at elevated temperatures



Plastic / Light duty metal anchors



Mechanical anchors



Rebar B500 B (8 - 40)



- Cures down to -5°C - Odourless epoxy - Fire time exposure up to 4h



Load conditions



Base material



Concrete (noncracked)



Concrete (cracked)



Hammer drilling



Diamond coring



Dry concrete



Installation conditions



Wet concrete



Static/ quasi-static



Seismic, ETA-C1



Fire resistance



Other informations



Hilti SafeSet technology



European Technical Assessment



CE conformity



PROFIS Rebar design Software



Approvals / certificates Description European technical assessment a) Fire evaluation



b)



34



Authority / Laboratory CSTB, Marne la Vallée CSTB, Marne la Vallée



All data given in this section according to ETA-16/0142 issue 2016-07-11.



No. / date of issue ETA-16/0142 / 2016-07-11 MRF 1526054277/B



Feb-18



Concrete



Static and quasi-static loading



Maximum design bond strength according to Hit Rebar Method design Design bond strength according to EC2



Chemical anchors



fbd [N/mm2]



Extension for post-installed rebars with large cover (product dependent) Maximum design bond strength according to EC2



Maximum seismic design bond strength according to EC2.



Seismic design bond strength according to CSTB



Effective limit on bond stress for post-installed rebar using Hilti mortar systems and design bond strength values as provided by the EC2.



Static EC2 design, small concrete cover (see section 3.2.1) Design bond strength in N/mm2 according to ETA 16/0142 for good bond conditions All allowed hammer drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 8 - 40



1,6



C45/55



C50/60



2,0



2,3



2,7



3,0



3,4



3,7



4,0



4,3



8 - 12



1,6



2,0



2,3



2,7



3,0



3,4



3,7



4,0



4,0



14 - 16



1,6



2,0



2,3



2,7



3,0



3,4



3,7



3,7



3,7



20 - 36



1,6



2,0



2,3



2,7



3,0



3,4



3,4



3,4



3,4



40



1,6



2,0



2,3



2,7



3,0



3,0



3,0



3,0



3,0



Plastic / Light duty metal anchors



Diamond coring wet



For poor bond conditions multiply the values by 0,7.



Feb-18



Mechanical anchors



cd/ϕ [-]



35



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Static Hit Rebar design method, large concrete cover (see section 3.2.2) Pullout design bond strength [fbd,po = τRk/γMp] in N/mm² for good bond conditions Non-cracked concrete C20/25, all allowed drilling methods Rebar - size Temperature Drilling method range 8 10 12 14 16 20 25 28 Hammer drilled holes 6,3 9,5 9,5 9,5 9,5 9,5 8,7 8,7 Hammer drilled holes 9,5 9,5 9,5 9,5 8,7 8,7 with hollow drill bit Diamond cored holes I: 40°C/24° C 9,5 9,5 9,5 8,7 8,7 with roughening tool 5 5 Diamond cored holes 5 5 5 5 5 5,3 Hammer drilled holes 3,8 5,7 5,7 5,7 5,7 5,7 5,2 5,2 in water filled holes Hammer drilled holes 4,7 7,3 7,3 7,3 6,7 6,7 6,7 6,3 Hammer drilled holes 7,3 7,3 6,7 6,7 6,7 6,3 with hollow drill bit Diamond cored holes II: 70°C/43° C 7,3 6,7 6,7 6,7 6,3 with roughening tool Diamond cored holes 3,6 3,6 3,6 3,6 3,1 3,3 3,3 3,3 Hammer drilled holes 2,6 4,3 4,3 4,3 4,3 4,0 4,0 4,0 in water filled holes Cracked concrete C20/25, all allowed drilling methods Hammer drilled holes Hammer drilled holes I: 40°C/24° C with hollow drill bit Diamond cored holes with roughening tool Hammer drilled holes Hammer drilled holes II: 70°C/43° C with hollow drill bit Diamond cored holes with roughening tool



30 8,7



32 8,7



36 6,7



40 7,9



-



-



-



-



-



-



-



-



5,3



5,3



-



-



5,2



5,2



-



-



6,3



6,3



5,7



5,0



-



-



-



-



-



-



-



-



3,3



3,3



-



-



3,8



3,8



-



-



3



5,7



6,3



6,3



6,3



6,7



6,7



7,3



7,3



7,3



-



-



6,3



6,3



6,3



6,7



6,7



7,3



-



-



-



-



-



-



-



6,3



6,3



6,7



6,7



7,3



-



-



-



-



2,7



4,7



5,3



5,3



5,3



5,3



5,3



5,3



5,3



5,3



-



-



5,3



5,3



5,3



5,3



5,3



-



-



-



-



-



-



5,3



5,3



5,3



5,3



5,3



-



-



-



-



14



Rebar-size 16 20 25 28



30



32



36



40



-



For poor bond conditions multiply values by 0,7.



Increasing factors in concrete for fbd,po Concrete Dilling method class 8 Hammer drilled holes C 30/37 Hammer drilled holes with C40/50 hollow drill bit C50/60 Diamond cored holes Diamond cored holes with C 30/37 roughening tool C50/60



36



10



12



1,04 1,07 1,09 1,0



-



Feb-18



The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1 shall be multiplied by relevant Amplification factor αlb in the table below. Amplification factor αlb for the min. anchorage length and min. lap length All allowed hammer drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 1,0 8 - 40 Diamond coring dry and wet 1,0 8 -12 Linear interpolation between diameter 14 -36 1,0 1,0 1,0 1,0 1,2 1,3 1,4 40



C45/55



1,4



C50/60



1,4



Chemical anchors



Concrete



Minimum anchorage length and minimum lap length



Anchorage length for characteristic steel strength fyk=500 N/mm2 for good conditions



8 10 12 14 16 20 25 28 30 32 36 40 1) 2) 3) 4) 5)



C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60



fbd



fbd,p



l0,min1)



lb,min2)



lbd,y,α2=13)



[N/mm2]



[N/mm2]



[mm]



[mm]



[mm]



2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3 2,3 4,3



6,3 6,9 9,3 10,2 9,3 10,2 9,3 10,2 9,3 10,2 9,3 10,2 8,7 9,4 8,7 9,4 8,7 9,4 8,7 9,4 5,5 6 5,5 5,8



200 200 213 200 255 200 298 210 340 240 435 300 532 375 595 420 638 450 681 480 766 540 851 600



113 100 142 100 170 120 198 140 227 160 284 200 354 250 397 280 425 300 454 320 510 360 567 400



378 202 473 253 567 303 662 354 756 404 945 506 1181 632 1323 708 1418 758 1512 809 1701 910 1890 1011



lbd,y,



lbd,y,HRM, 5)



lmax6)



[mm]



[mm]



[mm]



265 142 331 177 397 212 463 248 529 283 662 354 827 442 926 495 992 531 1059 566 1191 637 1323 708



138 126 142 107 170 128 198 149 234 171 356 213 539 289 663 354 751 402 844 451 1042 652 1256 750



1000 1000 1000 1000 1200 1200 1400 1400 1600 1600 2000 2000 2500 2500 2800 2800 3000 3000 3200 3200 3200 3200 3200 3200



α2=0.7



4)



α2 152ºC



𝑘𝑓𝑖 (𝜃) = 1,0 𝑘𝑓𝑖 (𝜃) = 0,0



ƒ𝑏𝑚,𝑟𝑞𝑑,𝑑



≤ 1,0 in ºC



With: ƒ𝑏𝑚 (𝜃)= 1178,2· θ-1,255 θ in ºC



According to MRF 1526054277 / B a) Anchoring application



inst



Anchoring application beam-wall connection with a concrete cover of 20 mm Maximum force in rebar in conjunction with HIT-RE 500 V3 as a function of embedment depth for the fire resistance classes F30 to F240 (yield strength fyk = 500 N/mm² and concrete class C20/25) according EC2 Max. Fs,T linst Fire resistance of bar in [kN] Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 100 3,8 1,3 0,5 0,2 0,0 0,0 140 7,2 4,3 2,3 1,5 0,7 0,2 180 10,7 7,8 5,6 3,9 2,1 1,3 220 14,2 11,2 9,1 7,4 4,6 2,9 250 13,8 11,7 10,0 7,1 4,8 16,8 8 290 15,1 13,5 10,6 8,1 310 15,2 12,3 9,8 16,8 16,8 330 14,0 11,6 16,8 16,8 370 15,0 16,8 390 16,8 Feb-18 39



Plastic / Light duty metal anchors



The analytic equation that describe the variation of k fi(θ) with temperature is given by the following function:



Mechanical anchors



Chemical anchors



Temperature reduction factor kfi(θ)



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Maximum force in rebar in conjunction with HIT-RE 500 V3 as a function of embedment depth for the fire resistance classes F30 to F240 (yield strength fyk = 500 N/mm² and concrete class C20/25) according EC2 Max. Fs,T linst Fire resistance of bar in [kN] Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 110 5,8 2,4 1,1 0,6 0,0 0,0 150 10,1 6,5 3,8 2,5 1,2 0,5 190 14,5 10,8 8,1 6,0 3,3 2,0 230 18,8 15,1 12,4 10,3 6,7 4,4 300 22,7 20,0 17,9 14,3 11,2 26,2 10 340 24,3 22,2 18,6 15,6 360 24,4 20,8 17,7 26,2 26,2 380 23,0 19,9 26,2 26,2 410 23,1 26,2 26,2 440 140 10,9 6,5 3,5 2,3 1,0 0,3 200 18,7 14,3 11,0 8,5 4,8 3,0 260 26,5 22,1 18,8 16,3 12,0 8,3 320 34,3 29,9 26,6 24,1 19,8 16,1 350 33,8 30,5 28,0 23,7 20,0 37,7 12 390 35,7 33,2 28,9 25,2 410 35,8 31,5 27,8 37,7 37,7 430 34,1 30,4 37,7 37,7 460 34,3 37,7 37,7 490 160 15,7 10,6 6,7 4,4 2,3 1,1 220 24,8 19,7 15,8 12,9 8,0 5,1 280 33,9 28,8 24,9 22,0 17,0 12,7 340 43,0 37,9 34,1 31,1 26,1 21,8 400 47,0 43,2 40,2 35,2 30,9 51,3 14 430 47,7 44,8 39,7 35,4 460 49,3 44,3 40,0 51,3 51,3 480 47,3 43,0 51,3 51,3 510 47,6 51,3 51,3 540 180 21,4 15,5 11,2 7,8 4,3 2,5 240 31,8 25,9 21,6 18,2 12,5 8,2 300 42,2 36,3 32,0 28,6 22,9 18,0 360 52,6 46,8 42,4 39,0 33,3 28,4 450 62,4 58,0 54,6 48,9 44,0 67 16 480 63,2 59,8 54,1 49,2 510 65,1 59,3 54,4 67,0 67,0 530 62,8 57,8 67,0 67,0 560 63,0 67,0 67,0 590 220 35,5 28,1 22,6 18,5 11,4 7,3 280 48,5 41,1 35,6 31,5 24,3 18,1 340 61,5 54,1 48,6 44,5 37,3 31,1 400 74,5 67,1 61,7 57,5 50,3 44,1 460 87,5 80,1 74,7 70,5 63,3 57,1 104,7 540 97,5 92,0 87,8 80,6 74,5 20 580 100,7 96,5 89,3 83,1 600 100,8 93,6 87,5 104,7 104,7 620 98,0 91,8 104,7 104,7 660 100,5 104,7 104,7 680



40



Feb-18



0,0 1,3 3,5 7,2 13,7 18,0 20,2 22,3 26,2 1,1 5,2 12,5 20,3 22,9 28,1 30,7 33,3 37,7 2,5 8,5 17,6 26,7 34,3 40,4 43,4 46,4 51,3 4,6 13,2 23,6 34,0 46,1 53,1 58,3 61,7 67,0 12,2 29,5 46,8 64,2 79,3 88,0 94,5 98,9 104,7



Concrete



Chemical anchors



16,8



R240 0,0 0,2 1,3 3,1 4,3 7,6 10,2 11,9 14,5 16,8 0,0 0,6 2,1 4,6 10,5 14,9 17,0 19,2 23,6 26,2 0,3 3,2 8,8 16,6 19,2 24,4 27,0 29,6 34,8 37,7 1,2 5,5 13,2 22,4 29,9 36,0 39,0 42,1 48,1 51,3 2,7 8,7 18,6 29,0 41,2 48,1 53,3 56,8 63,7 67,0 7,8 23,3 40,6 57,9 73,1 81,8 88,3 92,6 99,1



Mechanical anchors



R180 0,0 0,7 2,3 4,9 6,6 10,1 12,7 14,4



Plastic / Light duty metal anchors



Anchoring application beam-wall connection with a concrete cover of 40 mm Max. Fs,T linst Fire resistance of bar in [kN] Rebar-size [kN] [mm] R30 R60 R90 R120 100 4,9 1,8 0,8 0,4 140 8,4 5,0 2,9 1,9 180 11,9 8,5 6,2 4,5 220 15,4 11,9 9,7 8,0 240 13,7 11,4 9,7 8 16,8 280 14,9 13,2 310 15,8 16,8 16,8 330 16,8 16,8 360 390 110 7,3 3,1 1,5 0,9 150 11,6 7,3 4,5 3,0 190 15,9 11,7 8,9 6,7 230 20,3 16,0 13,2 11,0 290 22,5 19,7 17,5 26,2 10 330 24,0 21,9 350 24,0 26,2 26,2 370 26,2 26,2 410 440 140 12,6 7,5 4,3 2,8 200 20,4 15,3 11,9 9,3 260 28,2 23,1 19,7 17,1 320 36,0 30,9 27,6 25,0 340 33,5 30,2 27,6 37,7 12 380 35,4 32,8 400 35,4 37,7 37,7 420 37,7 37,7 460 490 160 17,8 11,8 7,9 5,2 220 26,9 20,9 17,0 13,9 280 36,0 30,0 26,1 23,0 340 45,1 39,1 35,2 32,1 390 46,7 42,8 39,7 51,3 14 430 48,8 45,8 450 48,8 51,3 51,3 470 51,3 51,3 510 540 180 23,8 16,9 12,5 9,0 240 34,2 27,3 22,9 19,4 300 44,6 37,7 33,3 29,8 360 55,0 48,2 43,7 40,2 430 60,3 55,8 52,3 67 16 470 62,7 59,3 500 64,5 67,0 67,0 520 67,0 67,0 560 580 220 38,4 29,8 24,2 19,9 300 55,7 47,2 41,6 37,3 380 73,1 64,5 58,9 54,6 460 90,4 81,9 76,3 71,9 104,7 530 97,0 91,4 87,1 20 570 100,1 95,8 104,7 600 102,3 104,7 104,7 620 104,7 650 Feb-18



41



Concrete



Rebar-size



Chemical anchors



25



Mechanical anchors



28



Plastic / Light duty metal anchors



32



42



Max. Fs,T [kN]



163,6



205,3



268,1



linst [mm] 680 280 370 460 550 650 690 720 740 770 800 310 370 430 490 550 610 670 720 760 790 810 850 870 350 410 470 530 590 650 710 820 860 890 910 940 970



R30



R60



64,2 88,6 113,0 137,4



53,6 77,9 102,3 126,7 153,8



163,6



81,1 99,3 117,5 135,7 153,9 172,1 190,3



205,3



106,5 127,3 148,1 168,9 189,7 210,6 231,4



268,1



163,6 69,1 87,3 105,5 123,7 141,9 160,1 178,3 193,5



205,3 92,8 113,6 134,5 155,3 176,1 196,9 217,7 255,8



268,1



Fire resistance of bar in [kN] R90 R120 R180 46,6 70,9 95,3 119,7 146,8 157,7 163,6 61,3 79,5 97,7 115,9 134,1 152,3 170,5 185,7 197,8 205,3 83,9 104,7 125,5 146,3 167,1 187,9 208,7 246,9 260,8 268,1



41,1 65,5 89,9 114,3 141,4 152,2 160,4 163,6 55,2 73,4 91,6 109,8 128,0 146,2 164,4 179,6 191,8 200,9 205,3 76,9 97,8 118,6 139,4 160,2 181,0 201,8 240,0 253,8 264,2 268,1



31,4 55,8 80,2 104,6 131,7 142,5 150,7 156,1 163,6 44,3 62,5 80,7 98,9 117,2 135,4 153,6 168,7 180,9 190,0 196,1 205,3 64,5 85,3 106,1 127,0 147,8 168,6 189,4 227,5 241,4 251,8 258,7 268,1



R240 104,7 23,7 48,0 72,4 96,8 123,9 134,7 142,9 148,3 156,4 163,6 35,6 53,8 72,0 90,2 108,4 126,6 144,8 160,0 172,2 181,3 187,3 199,5 205,3 54,6 75,4 96,2 117,0 137,8 158,6 179,4 217,6 231,4 241,8 248,8 259,2 268,1



Feb-18



Concrete



b) Overlap joint application Max. bond stress, fbd,FIRE , depending on actual clear concrete cover for classifying the fire resistance. It must be verified that the actual force in the bar during a fire, Fs,T , can be taken up by the bar connection of the selected length, inst. Note: Cold design for ULS is mandatory.



Chemical anchors



Fs, T  (inst – cf)     fbd,FIRE where: (inst – cf)  s; = lap length = nominal diameter of bar



s 



inst – cf = selected overlap joint length; this must be at least s, fbd,FIRE



but may not be assumed to be more than 80  = bond stress when exposed to fire



Critical temperature-dependent bond stress, fbd,FIRE, concerning “overlap joint” for Hilti HIT-RE 500 V3 injection adhesive in relation to fire resistance class and required minimum concrete coverage c.



Feb-18



0,8 1,1 1,5 2,1 2,9 3,5



R60



0,9 1,2 1,5 1,8 2,3 2,8 3,4 3,5



Max. bond stress, c [N/mm²] R90 R120



0,9 1,1 1,4 1,6 2,0 2,3 2,8 3,3 3,5



0,8 1,0 1,2 1,4 1,6 1,9 2,2 2,5 2,9 3,4 3,5



R180



0,9 1,0 1,1 1,3 1,5 1,7 1,9 2,2 2,5 2,8 3,1 3,5



R240



Mechanical anchors



R30



Plastic / Light duty metal anchors



Clear concrete cover c [mm] 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290



0,8 0,9 1,1 1,2 1,4 1,5 1,7 1,9 2,1 2,3 2,6 2,9 3,2 3,5



43



Concrete



Materials Properties of reinforcement Designation



Material



Chemical anchors



Reinforcing bars (rebars) Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Rebar EN 1992-1-1



Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions: in dry environment at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-RE 500 V3: low displacements with long term stability, failure load after exposure above reference load.



Plastic / Light duty metal anchors



Mechanical anchors



Resistance to chemical substances Content Chemicals tested Resistance (%) Toluene Iso-octane Heptane Methanol Butanol Toluene Xylene Methylnaphthalene Diesel Petrol Methanol Dichloromethane Mono-chlorobenzene Ethylacetat Methylisobutylketone Salicylic acidmethylester Acetophenon Acetic acid Propionic acid Sulfuric acid Nitric acid Hydrochloric acid Potassium hydroxide + o



47,5 30,4 17,1 3 2 60 30 10 100 100 100 100 100 50 50 50 50 50 50 100 100 36 100



+ + + + + + + + + + o + + -



Chemical tested Sodium hydroxide 20% Triethanolamine Butylamine Benzyl alcohol Ethanol Ethyl acetate Methyl ethyl ketone (MEK) Trichlorethylene Lutensit TC KLC 50 Marlophen NP 9,5 Water Tetrahydrofurane Demineralized water Salt water Salt spray testing SO2 Enviroment/wheather Oil for formwork (forming oil) Concentrate plasticizer Concrete potash solution Concrete potash solution Saturated suspension of borehole cuttings



Content (%)



Resistance



100 50 50 100 100 100 100 100 3 2 95 100 100 saturated 100 -



+ + + + + + + + + + + +



-



+



Resistant Not resistant Partially Resistant



Electrical Conductivity HIT-RE 500 V3 in the hardened state is not conductive electrically. Its electric resistivity is 661012 .m (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchorings (ex: railway applications, subway). Installation temperature range -5°C to +40°C



44



Feb-18



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +80 °C



+50 °C



+80 °C



Chemical anchors



Temperature range



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



Curing time before rebar can be fully loaded tcure



48 h 24 h 16 h 12 h 8h 4h 3,5 h 3h 2h 2h



168 h 48 h 24 h 16 h 16 h 7h 6h 5h 4,5 h 4h



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Mechanical anchors



1)



Initial curing time tcure,ini



Setting information Installation equipment Rebar – size Rotary hammer Other tools a) b)



8



10 12 14 16 18 20 25 28 32 34 TE 2 (-A)– TE 40(-A) TE40 – TE80 Blow out pump (hef ≤ 10∙d) Compressed air guna) Set of cleaning brushesb), dispenser, piston plug Roughening tools



36



40



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm.



Minimum concrete cover cmin of the post-installed rebar Drilling method



Bar diameter [mm]



Hammer drilling (HD) and (HDB)



ϕ < 25 ϕ ≥ 25 ϕ < 25 ϕ ≥ 25 ϕ < 25 ϕ ≥ 25 ϕ < 25 ϕ ≥ 25



Compressed air drilling (CA) Diamond coring in wet (PCC) dry (DD) Diamond coring with Roughening too



Feb-18



Minimum concrete cover cmin [mm] Without drilling aid With drilling aid 30 + 0,06 · lv ≥ 2 · ϕ 30 + 0,02 · lv ≥ 2 · ϕ 40 + 0,06 · lv ≥ 2 · ϕ 40 + 0,02 · lv ≥ 2 · ϕ 50 + 0,08 · lv 50 + 0,02 · lv 60 + 0,08 · lv ≥ 2 · ϕ 60 + 0,02 · lv ≥ 2 · ϕ Drill stand works like 30 + 0,02 · lv ≥ 2 · ϕ a drilling aid 40 + 0,02 · lv ≥ 2 · ϕ 30 + 0,06 · lv ≥ 2 · ϕ 30 + 0,02 · lv ≥ 2 · ϕ 40 + 0,06 · lv ≥ 2 · ϕ 40 + 0,02 · lv ≥ 2 · ϕ



45



Plastic / Light duty metal anchors



Working time and curing time 1) Temperature Working time in which of the rebar can be inserted and base material adjusted tgel 2h 5 °C  TBM  -1 °C 2h 0 °C  TBM  4 °C 2h 5 °C  TBM  9 °C 1,5 h 10 °C  TBM  14 °C 1h 15 °C  TBM  19 °C 30 min 20 °C  TBM  24 °C 20 min 25 °C  TBM  29 °C 15 min 30 °C  TBM  34 °C 12 min 35 °C  TBM  39 °C TBM = 40 °C 10 min



Concrete



Service temperature range Hilti HIT-RE 500 V3 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



Concrete



Chemical anchors



HDE 500 1000 1000 1200 1400 1600 1800 2000 1800 1300 1500 1000 1000 1000 700 600 600 400



Drilling diameters Rebar - size



Hammer drill (HD)



Hollow Drill Bit (HDB)b)



Compressed air drill (CA)



Diamond coring Dry (PCC)b)



Wet (DD)



With roughening tool (RT)b)



35 35 35 47 47 47 52



12 (10 a)) 14 (12 a)) 16 (14 a)) 18 20 22 25 28 32 32 35 35 37 40 45 47 52



18 20 22 25 28 32 32 35 35 -



d0 [mm]



Plastic / Light duty metal anchors



Mechanical anchors



Dispenser and corresponding maximum embedment depth v,max HDM 330, HDM 500 Rebar – size [mm] v,max [mm] 1000 8 1000 10 1000 12 1000 14 1000 16 700 18 600 20 500 22 300 24 300 25 300 26 300 28 30 32 34 36 40



8 10 12 14 16 18 20 22 24 25 26 28 30 32 34 36 40



12 (10 a)) 14 (12 a)) 16 (14 a)) 18 20 22 25 28 32 (30 a)) 32 (30 a)) 35 35 37 40 45 45 55



c) Each of two given values can be used. d) No cleaning required



46



14 (12 a)) 16 (14 a)) 18 20 22 25 28 32 (30 a)) 32 (30 a)) 35 35 -



17 17 20 22 26 28 32 32 35 35 37 40 42 45 57



Feb-18



d0 [mm]



measured 17,9 to 18,2 19,9 to 20,2 21,9 to 22,2 24,9 to 25,2 27,9 to 28,2 29,9 to 30,2 31,9 to 32,2 34,9 to 35,2



d0 [mm]



size



18 20 22 25 28 30 32 35



18 20 22 25 28 30 32 35



Minimum roughening time troughen (troughen [sec] = hef [mm] /10 ) hef [mm] 0 to 100 101 to 200 201 to 300 301 to 400 401 to 500 501 to 600



Concrete



troughen [sec] 10 20 30 40 50 60



Mechanical anchors



Nominal 18 20 22 25 28 30 32 35



Wear gauge RTG…



Chemical anchors



Associated components for the use of Hilti Roughening tool TE-YRT Diamond coring Roughening tool TE-YRT



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Plastic / Light duty metal anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 500 V3.



Hammer drilled hole (HD)



Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required



Diamond Drilling (DD)



Diamond Drilling + Roughening Tool (DD+RT)



Feb-18



47



Concrete



Hammer Drilling:



Chemical anchors



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Hammer Drilling: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Diamond cored holes:



Mechanical anchors



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Diamond cored holes with Hilti roughening tool:



Plastic / Light duty metal anchors



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth hef > 250mm.



48



Feb-18



Concrete



Setting element for overhead applications, observe working time “twork”.



Feb-18



Plastic / Light duty metal anchors



Apply full load only after curing time “tcure“.



Chemical anchors



Setting element, observe working time “twork”.



Mechanical anchors



Injection method for overhead application.



49



Concrete



HIT-HY 200 injection mortar



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits Hilti HIT- HY 200-A



Chemical anchors



500 ml foil pack (also available as 330 ml foil pack) Hilti HIT- HY 200-R 500 ml foil pack (also available as 330 ml foil pack)



Plastic / Light duty metal anchors



Mechanical anchors



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8-M30)



- Suitable for non-cracked and cracked concrete C 20/25 to C 50/60 - ETA Approved for seismic performance category C1, C2a) - Maximum load performance in cracked concrete and noncracked concrete - High corrosion / corrosion resistanceb) - Small edge distance and anchor spacing possible



Internally threaded sleeve: HIS-N HIS-RN (M8-M20) Anchor rod: HIT-Z HIT-Z-F HIT-Z-R (M8-M20)



a) b)



- SafeSet technology: drilling and borehole cleaning in one step with Hilti hollow drill bit



- Manual cleaning for borehole diameter up to 20mm and hef≤10d for non-cracked concrete only - Two mortar versions: HY 200-R for slow cure applications and HY 200-A for fast cure applications



HIS-N internally threaded sleeves not approved for Seismic. High Corrosion resistant rods available only for HIT-V. Corrosion resistant rods available for HIT-V and HIS-N



Base material



Concrete (non-cracked)



Installation conditions



Concrete (cracked)



Hammer drilled holes



Load conditions



Static/ quasi-static a) b) c)



50



Seismic, ETA-C1, C2a)



Diamond drilled holes c)



Hilti SafeSet technology



Variable embedment depth



Corrosion resistanceb)



High corrosion resistanceb)



Small edge distance and spacing



Other information



Fire resistance



European Technical Assessment



CE conformity



PROFIS Anchor design Software



HIS-N internally threaded sleeves not approved for Seismic category C2. High Corrosion resistant rods available only for HIT-V. Corrosion resistant rods available for HIT-V and HIS-N Diamond drilling only covered for HIT-Z rods



Feb-18



All data given in this section according to ETA-11/0493, issue 2017-07-28, ETA-12/0006, issue 2017-05-30, ETA-12/0084, issue 2017-0728 and ETA-12/0028, issue 2017-05-30



Static and quasi-static resistance (for a single anchor) All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperature range I (min. base material temp. -40°C, max. long/short term base material temp.: +24°C/40°C) For hammer drilled holes, hammer drilled holes with Hilti hollow drill bit: Anchorage depth 1) Anchor size HIT-V Embedment depth Base material thickness HIS-N Embedment depth Base material thickness HIT-Z Effective anchorage depth2) hef =lHelix Effective embedment depth3) hef=hnom,min Base material thickness 1) 2) 3)



M10



M12



M16



M20



M24



M27



M30



[mm]



80



90



110



125



170



210



240



270



[mm]



110



120



140



161



234



266



300



340



[mm] [mm]



90 120



110 150



125 170



170 230



205 270



-



-



-



[mm] [mm]



50 70



60 90



60 110



96 145



100 180



-



-



-



[mm]



130



150



170



245



280



-



-



-



The allowed range of embedment depth is shown in the setting details. For combined pull-out and concrete cone failure For concrete cone failure



Mean ultimate resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NR,um HIS-N 8.8 HIT-Z a) HIT-V 5.8 Shear VR,um HIS-N 8.8 HIT-Z a) Cracked concrete HIT-V 5.8 Tension NR,um HIS-N 8.8 HIT-Z a) HIT-V 5.8 Shear VR,um HIS-N 8.8 HIT-Z a) a)



M8



M8



M10



M12



M16



M20



M24



M27



M30



18,9 26,3 25,2 9,5 13,7 12,6



30,5 48,3 39,9 15,8 24,2 20,0



44,1 70,4 57,8 22,1 35,7 28,4



83,0 131,3 100,8 41,0 66,2 50,4



129,2 121,8 153,3 64,1 60,9 76,7



185,9 92,4 -



241,5 120,8 -



295,1 147,0 -



[kN]



18,9 26,3 25,2



28,2 48,3 39,9



44,1 66,8 55,1



66,8 105,9 83,4



105,9 121,8 115,4



[kN]



9,5 13,7 12,6



15,8 24,2 20,0



22,1 35,7 28,4



41,0 66,2 50,4



64,1 60,9 76,7



145,4 92,4 -



177,7 212,0 120,8 147,0 -



[kN]



[kN]



Hilti anchor rod HIT-Z-F: M16 and M20



Feb-18



51



Concrete



Chemical anchors



No. / date of issue ETA-11/0493/ 2017-07-28 (HY200 A) ETA-12/0006/ 2017-05-30 (HY200 A) ETA-12/0084/ 2017-07-28 (HY200 R) ETA-12/0028/ 2017-05-30 (HY200 R) BZS D 13-604 / 2013-12-31 BZS D 13-603 / 2013-12-31 3501/676/13 / 2012-08-03



Mechanical anchors



a)



Authority / Laboratory DIBt, Berlin DIBt, Berlin DIBt, Berlin DIBt, Berlin Federal Office for Civil Protection, Bern IBMB, Brunswick



Plastic / Light duty metal anchors



Approvals / certificates Description European technical Assessment a) European technical Assessment a) European technical Assessment a) European technical Assessment a) Shockproof fastenings in civil defence installations Fire test report



Concrete



Chemical anchors



Characteristic resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRk HIS-N 8.8 HIT-Z a) HIT-V 5.8 Shear VRk HIS-N 8.8 HIT-Z a) Cracked concrete Tension NRk



Shear VRk



Plastic / Light duty metal anchors



Mechanical anchors



a)



HIT-V 5.8 HIS-N 8.8 HIT-Z a) HIT-V 5.8 HIS-N 8.8 HIT-Z a)



Tension NRec



Shear VRec



52



M12



M16



M20



M24



M27



18,0 25,0 24,0 9,0 13,0 12,0



29,0 46,0 38,0 15,0 23,0 19,0



42,0 67,0 54,3 21,0 34,0 27,0



70,6 111,9 88,2 39,0 63,0 48,0



111,9 116,0 122,0 61,0 58,0 73,0



153,7 88,0 -



187,8 224,0 115,0 140,0 -



[kN]



15,1 24,7 21,1



21,2 39,9 30,7



35,2 50,3 41,5



50,3 79,8 62,9



79,8 105,7 86,9



[kN]



9,0 13,0 12,0



15,0 23,0 19,0



21,0 34,0 27,0



39,0 63,0 48,0



61,0 58,0 73,0



109,6 88,0 -



133,9 159,7 115,0 140,0 -



M8



M10



M12



M16



M20



M24



M27



12,0 16,7 16,0 7,2 10,4 9,6



19,3 30,7 25,3 12,0 18,4 15,2



28,0 44,7 36,2 16,8 27,2 21,6



47,1 74,6 58,8 31,2 50,4 38,4



74,6 77,3 81,3 48,8 46,4 58,4



102,5 70,4 -



125,2 149,4 92,0 112,0 -



10,1 16,5 14,1 7,2 10,4 9,6



14,1 26,6 20,5 12,0 18,4 15,2



23,5 33,5 27,7 16,8 27,2 21,6



33,5 53,2 41,9 31,2 50,4 38,4



53,2 70,4 58,0 48,8 46,4 58,4



73,0 70,4 -



89,2 92,0 -



106,5 112,0 -



M8



M10



M12



M16



M20



M24



M27



M30



8,6 11,9 11,4 5,1 7,4 6,9



13,8 21,9 18,1 8,6 13,1 10,9



20,0 31,9 25,9 12,0 19,4 15,4



33,6 53.3 42,0 22,3 36,0 27,4



53,3 55,2 58,1 34,9 33,1 41,7



73,2 50,3 -



89,4 65,7 -



106,7 80,0 -



7,2 11,9 10,0 5,1 7,4 6,9



10,1 19,8 14,6 8,6 13,1 10,9



16,8 23,9 19,8 12,0 19,4 15,4



24,0 38,0 29,9 22,3 36,0 27,4



38,0 50,3 41,4 34,9 33,1 41,7



52,2 50,3 -



63,7 65,7 -



76,1 80,0 -



[kN]



[kN]



[kN]



[kN]



[kN]



[kN]



Hilti anchor rod HIT-Z-F: M16 and M20



Recommended loads b) Anchor size Non-cracked concrete HIT-V 5.8 Tension NRec HIS-N 8.8 HIT-Z a) HIT-V 5.8 Shear VRec HIS-N 8.8 HIT-Z a) Cracked concrete



a) b)



M10



Hilti anchor rod HIT-Z-F: M16 and M20



Design resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRd HIS-N 8.8 HIT-Z a) HIT-V 5.8 Shear VRd HIS-N 8.8 HIT-Z a) Cracked concrete HIT-V 5.8 Tension NRd HIS-N 8.8 HIT-Z a) HIT-V 5.8 Shear VRd HIS-N 8.8 HIT-Z a)



a)



M8



HIT-V 5.8 HIS-N 8.8 HIT-Z a) HIT-V 5.8 HIS-N 8.8 HIT-Z a)



[kN]



[kN]



[kN]



[kN]



M30



M30



Hilti anchor rod HIT-Z-F: M16 and M20 With overall partial safety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Feb-18



Anchorage depth for seismic C2 Anchor size HIT-V hef Embedment depth HIT-Z Effective anchorage depth 2) hef =lHelix Effective embedment depth 3) hef



M8



M10



M12



M16



M20



M24



M27



M30



[mm]



-



-



-



125



170



210



-



-



[mm] [mm] [mm]



-



-



60 110 170



96 145 245



100 180 280



-



-



-



Characteristic resistance in case of seismic performance category C2 Anchor size M8 M10 M12 M16 HIT-V 8.8, AM 8.8 24,5 Tension NRk,seis [kN] a) HIT-Z 29,4 53,4 HIT-V 8.8, AM 8.8 46,0 Shear VRk,seis [kN] a) 23,0 41,0 HIT-Z -



M20 45,9 73,9 77,0 61,0



M24 55,4 103,0 -



M27 -



M30 -



Design resistance in case of seismic performance category C2 Anchor size M8 M10 M12 HIT-V 8.8, AM 8.8 Tension NRd,seis [kN] a) HIT-Z 19,6 HIT-V 8.8, AM 8.8 Shear VRd,seis [kN] a) HIT-Z 18,4



M16 16,3 35,6 36,8 32,8



M20 30,6 49,3 61,6 48,8



M24 36,9 82,4 -



M27 -



M30 -



Base material thickness



2) 3)



a)



a)



For combined pull-out and concrete cone failure For concrete cone failure



Hilti anchor rod HIT-Z-F: M16 and M20



Hilti anchor rod HIT-Z-F: M16 and M20



Anchorage depth for seismic C1 Anchor size HIT-V Embedment depth hef HIT-Z Effective anchorage depth 1) hef =lHelix Effective embedment depth 2) hef Base material thickness



1) 2)



For combined pull-out and concrete cone failure For concrete cone failure



Feb-18



M8



M10



M12



M16



M20



M24



M27



M30



[mm]



-



90



110



125



170



210



240



270



[mm] [mm] [mm]



50 70 -



60 90 -



60 110 170



96 145 245



100 180 280



-



-



-



53



Mechanical anchors



For hammer drilled holes and hammer drilled holes with Hilti hollow drill bit:



Plastic / Light duty metal anchors



All data in this section applies to: - Correct setting (See setting instruction with hammer drilling) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25, fck,cube = 25 N/mm² - Temperature range I (min. base material temp. -40°C, max. long/short term base material temp.: +24°C/40°C) - Installation temperature range -10°C to +40°C - αgap = 1,0 (using Hilti seismic filling set)



Chemical anchors



Concrete



Seismic resistance (for a single anchor)



Concrete



Chemical anchors



Characteristic resistance in case of seismic performance category C1 Anchor size M8 M10 M12 M16 HIT-V 8.8, AM 8.8 14,7 29,0 42,8 Tension NRk,seis [kN] HIT-Z a); HIT-Z-R 17,9 26,1 35,3 53,4 HIT-V 8.8, AM 8.8 23,0 34,0 63,0 a) HIT-Z 7,0 17,0 16,0 28,0 Shear VRk,seis [kN] HIT-Z-R 8,0 19,0 22,0 31,0 a)



Mechanical anchors



M24 93,1 -



M27 113,8 -



M30 135,8 -



141,0 -



184,0 -



224,0 -



Hilti anchor rod HIT-Z-F: M16 and M20



Design resistance in case of seismic performance category C1 Anchor size M8 M10 M12 HIT-V 8.8, AM 8.8 9,8 19,4 Tension NRd,seis [kN] a) HIT-Z ; HIT-Z-R 11,9 17,4 23,5 HIT-V 8.8, AM 8.8 18,4 27,2 a) HIT-Z Shear VRd,seis [kN] 5,6 13,6 12,8 HIT-Z-R 6,4 15,2 17,6



a)



Plastic / Light duty metal anchors



M20 67,8 73,9 98,0 45,0 48,0



Hilti anchor rod HIT-Z-F: M16 and M20



M16 28,5 35,6 50,4 22,4 24,8



M20 45,2 49,3 78,4 36,0 38,4



M24 62,1 -



M27 75,8 -



M30 90,5 -



112,8 -



147,2 -



179,2 -



Materials Materials properties for HIT-V Anchor size HIT-V 5.8 (F) HIT-V 8.8 (F) Nominal tensile AM 8.8 (HDG) strength fuk HIT-V-R HIT-V-HCR HIT-V 5.8 (F) HIT-V 8.8 (F) Yield strength fyk AM 8.8 (HDG) HIT-V-R HIT-V-HCR Stressed crossHIT-V section As Moment of HIT-V resistance W



M8 500



M10 500



M12 500



M16 500



M20 500



M24 500



M27 500



M30 500



800



800



800



800



800



800



800



800



700 800 400



700 800 400



700 800 400



700 800 400



700 800 400



700 700 400



500 700 400



500 700 400



640



640



640



640



640



640



640



640



450 640



450 640



450 640



450 640



450 640



450 400



210 400



210 400



[mm²]



36,6



58,0



84,3



157



245



353



459



561



[mm³]



31,2



62,3



109



277



541



935



1387



1874



[N/mm²]



[N/mm²]



Mechanical properties for HIS-N Anchor size Nominal tensile strength fuk



Yield strength fyk Stressed crosssection As Moment of resistance W



54



HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-(R)N Screw HIS-(R)N Screw



[N/mm²]



[N/mm²]



[mm²] [mm³]



M8 490 800 700 700 410 640 350 450 51,5 36,6 145 31,2



M10 490 800 700 700 410 640 350 450 108,0 58 430 62,3



M12 460 800 700 700 375 640 350 450 169,1 84,3 840 109



M16 460 800 700 700 375 640 350 450 256,1 157 1595 277



M20 460 800 700 700 375 640 350 450 237,6 245 1543 541



Feb-18



a)



M10 650 650 520 520



M12 650 650 520 520



M16 610 610 490 490



M20 595 595 480 480



[mm²]



36,6



58,0



84,3



157



245



[mm³]



31,9



62,5



109,7



278



542



[N/mm²] [N/mm²]



Concrete



M8 650 650 520 520



Chemical anchors



Mechanical properties for HIT-Z Anchor size HIT-Z(-F) a) Nominal tensile strength fuk HIT-Z-R HIT-Z(-F) a) Yield strength fyk HIT-Z-R Stressed crossHIT-Z(-F) a) section of thread HIT-Z-R As Moment of HIT-Z(-F) a) HIT-Z-R resistance W



Hilti anchor rod HIT-Z-F: M16 and M20



Material quality for HIT-V Part Material



Washer Nut Hilti Filling set (F) Stainless Steel



Mechanical anchors



Hilti Meter rod, AM 8.8 (HDG)



Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m (HDG) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m Filling washer: Electroplated zinc coated ≥ 5 µm / (F) Hot dip galvanized ≥ 45 µm Spherical washer: Electroplated zinc coated ≥ 5 µm / (F) Hot dip galvanized ≥ 45 µm Lock nut: Electroplated zinc coated ≥ 5 µm / (F) Hot dip galvanized ≥ 45 µm



Plastic / Light duty metal anchors



Zinc coated steel Threaded rod, HIT-V 5.8 (F) Threaded rod, HIT-V 8.8 (F)



Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HIT-V-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Threaded rod, HIT-V-R



Material quality for HIS-N Part Material Int. threaded Electroplated zinc coated ≥ 5 µm sleeve HIS-N Screw 8.8 Strength class 8.8, A5 > 8 % Ductile; Steel galvanized ≥ 5 µm Int. threaded Stainless steel 1.4401,1.4571 sleeve HIS-RN Strength class 70, A5 > 8 % Ductile; Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; Screw 70 1.4439; 1.4362



Feb-18



55



Concrete



Material quality for HIT-Z Part Material Threaded rod HIT-Z Washer



Chemical anchors



Nut HIT-Z-F Washer Nut HIT-Z-R Washer Nut



Elongation at fracture > 8% ductile; Electroplated zinc coated ≥ 5 m Electroplated zinc coated ≥ 5 m Strength class of nut adapted to strength class of anchor rod. Electroplated zinc coated ≥ 5 m Elongation at fracture > 8% ductile Multilayer coating, ZnNi-galvanized according to DIN 50979:2008-07 Multilayer coating, ZnNi-galvanized according to DIN 50979:2008-07 Multilayer coating, ZnNi-galvanized according to DIN 50979:2008-07 Elongation at fracture > 8% ductile; Stainless steel 1.4401, 1.4404 EN 10088-1:2014 Stainless steel A4 according to EN 10088-1:2014 Strength class of nut adapted to strength class of anchor rod. Stainless steel 1.4401, 1.4404 EN 10088-1:2014



Setting information



Plastic / Light duty metal anchors



Mechanical anchors



In service temperature range Hilti HIT-HY 200 A (R) injection mortar with anchor rod HIT-V / HIS-(R)N may be applied in the temperature ranges given below. An elevated base material temperature leads to a reduction of the design bond resistance. Temperature in the base material Base material Temperature range temperature



Maximum long term base Maximum short term base material temperature material temperature



Temperature range I



-40 °C to +40 °C



+24 °C



+40 °C



Temperature range II Temperature range IIl



-40 °C to +80 °C -40 °C to +120 °C



+50 °C +72 °C



+80 °C +120 °C



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



Curing and working time Temperature of the base material - 10°C < TBM ≤ - 5°C - 5°C < TBM ≤ 0°C 0°C < TBM ≤ 5°C 5°C < TBM ≤ 10°C 10°C < TBM ≤ 20°C 20°C < TBM ≤ 30°C 30°C < TBM ≤ 40°C



56



HIT-HY 200-A Maximum working Minimum curing time time twork tcure 7h 1,5 h 4h 50 min 2 hour 25 min 75 min 15 min 45 min 7 min 30 min 4 min 30 min 3 min



HIT-HY 200-R Maximum working minimum curing time time twork tcure 3h 20 h 2h 8h 1h 4h 40 min 2,5 h 15 min 1,5 h 9 min 1h 6 min 1h



Feb-18



M8



M10



M12



M16



M20



M24



M27



M30



Nominal diameter of drill bit d



[mm]



10



12



14



18



22



28



30



35



Eff. embedment depth and hef,min drill hole depth a) hef,max Minimum base material hmin thickness Maximum diameter of df clearance hole in the fixture Thickness of hfs Hilti filling set Effective fixture thickness tfix,eff with Hilti filling set Max. torque moment b) Tmax smin Minimum spacing



[mm] [mm]



60 160



60 200



70 240



80 320



90 400



96 480



108 540



120 600



[mm]



hef + 30 mm ≥100 mm



[Nm] [mm]



10 40



20 50



40 60



80 75



Minimum edge distance



cmin



[mm]



40



45



45



50



Critical spacing for splitting failure



scr,sp



[mm]



ccr,sp



Critical spacing for concrete scr,N cone failure Critical edge distance for ccr,N concrete cone failure d)



Chemical anchors



[mm]



9



12



14



18



22



26



30



33



[mm]



-



-



-



11



13



15



-



-



150 90



200 115



270 120



300 140



55



60



75



80



[mm]



[mm]



tfix,eff - hfs



2 ccr,sp 1,0  hef



for h / hef ≥ 2,00



4,6 hef – 1,8 h



for 2,00 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



2 Ccr,sp



[mm]



1,5 hef



Mechanical anchors



Critical edge distance for splitting failure c)



hef + 2 d0



Plastic / Light duty metal anchors



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) hef,min ≤ hef ≤ hef,max (hef: embedment depth) b) Maximum recommended torque moment to avoid splitting failure during instalation with minimum spacing and edge distance c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



Feb-18



Concrete



Setting details for HIT-V Anchor size



57



Concrete



Chemical anchors



Setting details for HIS-N Anchor size Nominal diameter of drill bit d0 Diameter of element d Effective anchorage and drill hef hole depth Minimum base material hmin thickness Diameter of clearance hole df in the fixture Thread engagement hs length; min - max Minimum spacing smin Minimum edge distance cmin Critical spacing for splitting scr,sp failure



[mm] [mm]



M8 14 12,5



M10 18 16,5



M12 22 20,5



M16 28 25,4



M20 32 27,6



[mm]



90



110



125



170



205



[mm]



120



150



170



230



270



[mm]



9



12



14



18



22



[mm]



8-20



10-25



12-30



16-40



20-50



[mm] [mm]



60 40



75 45



90 55



115 65



130 90



80



150



[mm]



2 ccr,sp 1,0  hef



Critical edge distance for splitting failure b)



ccr,sp



[mm]



4,6 hef – 1,8 h



for h / hef ≥ 2,0 for 2,0 > h / hef > 1,3



Critical spacing for concrete cone failure Critical edge distance for concrete cone failure c) Max. torque moment a)



for h / hef ≤ 1,3



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



Tmax



[Nm]



10



20



40



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Max. recommended torque moment to avoid splitting failure during Instalation with minimum spacing and edge distance b) h: base material thickness (h ≥ hmin) c) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side.



Plastic / Light duty metal anchors



Mechanical anchors



2,26 hef



58



Feb-18



Critical edge distance for splitting failurec)



scr,sp



ccr,sp



M16 18 155 420



M20 22 215 450



60



60



60



96



100



100



120



144



192



220



hnom + 60 mm



hnom + 100 mm



hnom + 30 mm ≥100 mm h – 30 mm



hnom + 45 mm ≥45 mm h – 2 d0



9



12



14



18



22



11



14



16



20



24



48



87



120



303



326



41



79



111



292



314



10



25



40



80



150



[mm]



[mm]



Concrete



M12 14 105 196



Chemical anchors



M10 12 95 160



Mechanical anchors



Critical spacing for splitting failure



M8 10 80 120



2 ccr,sp 1,5  hnom



for h / hnom ≥ 2,35



6,2 hnom - 2,0 h



for 2,35 > h / hnom > 1,35



3,5 hnom



for h / hnom ≤ 1,35



Critical spacing for concrete cone failure



scr,N



[mm]



2 Ccr,N



Critical edge distance concrete cone failured)



ccr,N



[mm]



1,5 hnom



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Hnom,min ≤ hnom ≤ hnom,max (hnom: embedment depth) b) Recommended torque moment to avoid splitting failure during instalation with minimum spacing and edge distance c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



Pre-setting: Install anchor before positioning fixture



Through-setting: Install anchor through positioned fixture



Drill hole condition 1  non-cleaned borehole Drill hole condition 2  drilling dust is completely removed



Annular gap filled with Hilti HIT-HY 200-A



Feb-18



59



Plastic / Light duty metal anchors



Settings details HIT-Z, HIT-Z-F and HIT-Z-R Anchor size Nominal diameter of drill bit d0 [mm] min l [mm] Length of anchor max l [mm] Nominal embedment depth hnom,min [mm] rangea) hnom,max [mm] Borehole condition 1 hmin [mm] Min. base material thickness Borehole condition 2 hmin [mm] Min. base material thickness Maximum depth of drill hole h0 [mm] Pre-setting: Diameter of df [mm] clearance hole in the fixture Through-setting: Diameter of df [mm] clearance hole in the fixture Maximum fixture thickness tfix [mm] Maximum fixture thickness tfix [mm] with seismic filling set Installation torque momentb) Tinst [Nm]



Concrete



Chemical anchors



Anchor dimension for HIT-Z Anchor size min l Length of anchor max l lHelix Helix length



M8 80 120 50



[mm] [mm]



M10 95 160 60



M12 105 196 60



M16 155 420 96



M20 215 450 100



l l Helix



Marking head marking



d



Minimum edge distance and spacing for HIT-Z



Plastic / Light duty metal anchors



Mechanical anchors



For the calculation of minimum spacing and minimum edge distance of anchors in combination with different embedment depth and thickness of concrete member the following equation shall be fulfilled: Ai,req < Ai,cal Required interaction area Ai,cal for HIT-Z Anchor size Cracked concrete [mm²] Non-cracked concrete [mm²]



M8 19200 22200



M10 40800 57400



M12 58800 80800



M16 94700 128000



M20 148000 198000



Effective area Ai, ef of HIT-Z Member thickness h ≥ hnom +1,5·c



Single anchor and group of anchors with s > 3·c Group of anchors with s ≤ 3·c Member thickness h ≤ hnom +1,5·c



Single anchor and group of anchors with s > 3·c Group of anchors with s ≤ 3·c



60



[mm²] Ai,cal = (6·c) · (hnom + 1,5·c) [mm²] Ai,cal = (3·c + s) · (hnom + 1,5·c)



[mm²] [mm²]



Ai,cal = (6·c) · h Ai,cal = (3·c + s) · h



with c ≥ 5·d with c ≥ 5·d and s ≥ 5·d



with c ≥ 5·d with c ≥ 5·d and s ≥ 5·d



Feb-18



[mm] [mm]



80 40



120 50



150 60



200 80



220 100



c



[mm]



40



55



65



80



100



cmin =



[mm] [mm]



40 40



50 60



60 65



80 80



100 100



h≥ [mm] hnom ≥ [mm] smin [mm]



140 80 40



230 120 50



270 150 60



340 200 80



410 220 100



c



[mm]



40



70



80



100



130



cmin



[mm]



40



50



60



80



100



Corresponding spacing



s



[mm]



40



145



160



160



235



s



Chemical anchors



hnom ≥ smin



Embedment depth Minimum spacing Corresponding edge distance Minimum edge distance Corresponding spacing Non cracked concrete Member thickness Embedment depth Minimum spacing Corresponding edge distance Minimum edge distance Corresponding spacing



hnom ≥ smin



[mm] [mm]



60 40



60 50



60 60



96 80



100 100



c



[mm]



40



100



140



135



215



cmin = s



[mm] [mm]



40 40



60 160



90 220



80 235



125 365



h≥ hnom ≥ smin



[mm] [mm] [mm]



120 60 40



120 60 50



120 60 60



196 96 80



200 100 100



c



[mm]



50



145



200



190



300



cmin



[mm] [mm]



40 65



80 240



115 330



110 310



165 495



s



Plastic / Light duty metal anchors



Best case minimum member thickness and embedment depth with required minimum edge distance and spacing (borehole condition 1) Anchor size M8 M10 M12 M16 M20 Cracked concrete Member thickness h≥ [mm] 120 120 120 196 200



Minimum edge distance and spacing – Explanation Minimum edge and spacing geometrical requirements are determined by testing the installation conditions in which two anchors with a given spacing can be set close to an edge without forming a crack in the concrete due to tightening torque. The HIT-Z boundary conditions for edge and spacing geometry can be found in the tables to the left. If the embedment depth and slab thickness are equal to or greater than the values in the table, then the edge and spacing values may be utilized.



Feb-18



Mechanical anchors



Embedment depth Minimum spacing Corresponding edge distance Minimum edge distance Corresponding spacing Non-cracked concrete Member thickness Embedment depth Minimum spacing Corresponding edge distance Minimum edge distance



Concrete



Best case minimum edge distance and spacing with required member thickness and embedment depth Anchor size M8 M10 M12 M16 M20 Cracked concrete Member thickness h≥ [mm] 140 200 240 300 370



61



Concrete



PROFIS Anchor software is programmed to calculate the referenced equations in order to determine the optimized related minimum edge and spacing based on the following variables: Cracked or non-cracked concrete



Chemical anchors



Anchor diameter Slab thickness and embedment depth



Installation equipment Anchor size HIT-V Rotary hammer HIT-Z HIS-N



M8



M10 M12 M16 M20 M24 M27 M30 TE 2 – TE 16 TE 40 - TE 80 TE 2 – TE 40 TE 40 – TE 80 TE (-A) – TE 16(-A) TE 40 – TE 80 compressed air gun and blow out pump, set of cleaning brushes, dispenser Hollow Drill Bit



Cleaning, drilling and installation parameters Drill bit diameters d0 [mm] HIT-V HIT-Z HIS-N Hammer drill Hollow Drill Bit (HD) (HDB)



M8 M10 M12 M16 M20 M24 M27 M30



Plastic / Light duty metal anchors



Mechanical anchors



Other tools



For cracked concrete it is assumed that a reinforcement is present which limits the crack width to 0,3 mm, allowing smaller values for minimum edge distance and minimum spacing For smaller anchor diameter a smaller installation torque is required, allowing smaller values for minimum edge distance and minimum spacing Increasing these values allows smaller values for minimum edge distance and minimum spacing



62



M8 M10 M12 M16 M20 -



M8 M10 M12 M16 M20 -



10 12 14 18 22 28 30 32 35



12 14 18 22 28 32 35



Cleaning and installation Brush Piston plug HIT-RB HIT-SZ



10 12 14 18 22 28 30 32 35



-



12 14 18 22 28 30 32 35



Feb-18



Concrete



Setting instructions for HIT-V rods and HIS-N internally threaded sleeves *For detailed information on installation see instruction for use given with the package of the product Safety regulations.



Chemical anchors



Drilling



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200 A (R).



Hammer drilled hole (HD)



Hammer drilled hole with Hollow Drilled Bit (HDB)



Cleaning



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Injection



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Feb-18



63



Plastic / Light duty metal anchors



Mechanical anchors



No cleaning required



Concrete



Chemical anchors



Injection method for drill hole depth hef > 250mm.



Injection method for overhead application and/or installation with embedment depth > 250 mm.



Setting the element



Mechanical anchors



Setting element, observe working time “twork”.



Setting element for overhead applications, observe working time “twork”.



Plastic / Light duty metal anchors



Loading the anchor after required curing time tcure



64



Feb-18



Concrete



Setting instructions for HIT-Z rods *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200 A (R) Drilling Hammer drilling: Through-setting No cleaning required



Hammer drilling: Pre-setting



Mechanical anchors



No cleaning required



Hammer drilling with hollow drill bit: Through / pre-setting



Plastic / Light duty metal anchors



No cleaning required



Diamond coring: Through-setting



Diamond coring: Pre-setting



Cleaning Hole flushing required for wet-drilled diamond cored holes.



Feb-18



65



Concrete



Chemical anchors



Evacuation required for wet-drilled diamond cored holes.



Injection



Injection system preparation.



Plastic / Light duty metal anchors



Mechanical anchors



Injection of adhesive from the back of the drill hole without forming air voids.



Overhead installation only with the aid of extensions and piston plugs.



Through-setting: Fill 100% of the drill hole. Pre-setting: Fill approx. 2/3 of the drill hole. Setting the element Setting element to the required embedment depth before working time “twork” has elapsed.



Loading the anchor: After required curing time tcure.



66



Feb-18



Feb-18



67



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Concrete



HIT-HY 200 injection mortar



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits - SafeSet technology: drilling and borehole cleaning in one step with Hilti hollow drill bit



Chemical anchors



Hilti HIT - HY 200-A 330 ml foil pack (also available as 500 ml foil pack)



- ETA seismic approval C1 - Suitable for cracked and noncracked concrete C 12/15 to C 50/60 - Suitable for dry and water saturated concrete



Hilti HIT - HY 200-R



- High loading capacity, excellent handling



330 ml foil pack (also available as 500 ml foil pack)



Mechanical anchors



- In service temperature range up to 120°C short term / 72°C long term - Large diameter applications



Rebar B500 B (8 - 32)



- Two mortar versions: HY 200-R for slow cure applications and HY 200-A for fast cure applications



Load conditions



Base material



Plastic / Light duty metal anchors



- Small edge distance and anchor spacing possible



Concrete (noncracked)



Concrete (cracked)



Hammer drilling



Variable embedment depth



Dry concrete



Wet concrete



Installation conditions



Static/ quasi-static



Seismic, ETA-C1



Fire resistance



Other informations



Hilti SafeSet technology



Small edge distance and spacing



European Technical Assessment



CE conformity



PROFIS Rebar design Software



Approvals / certificates Description European technical assessment a) European technical assessment a) a)



68



Authority / Laboratory DIBt, Berlin DIBT, Berlin



No. / date of issue ETA-11/0493 / 2017-07-28 ETA-12/0084 / 2017-02-03



All data given in this section according to ETA-11/0493 issue 2017-07-28 and to ETA-12/0084 issue 2017-03-12.



Feb-18



All data in this section applies to -Correct setting (See setting instruction) -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



Embedment depth and base material thickness for static and quasi-static loading data Anchor- size Typical embedment depth Base material thickness



8



10



12



14



16



20



25



26



28



30



32



80 110



90 120



110 145



125 165



145 185



170 220



210 275



230 295



270 340



285 360



300 380



8



10



12



14



16



20



25



26



28



30



32



[kN]



29,4 14,7



45,0 23,1



65,1 32,6



87,6 44,1



93,7 148,6 204,0 233,9 297,4 297,4 348,4 57,8 90,3 141,8 177,5 203,7 203,7 232,1



[kN]



-



18,8 23,1



38,5 32,6



51,1 44,1



58,4 57,8



99,3 145,4 212,0 212,0 212,0 248,3 90,3 141,8 177,5 203,7 203,7 232,1



8



10



12



14



16



20



[kN]



24,1 14,0



33,9 22,0



49,8 31,0



66,0 42,0



87,5 111,9 153,7 176,2 224,1 243,0 262,4 55,0 86,0 135,0 146,0 169,0 194,0 221,0



[kN]



-



14,1 22,0



29,0 31,0



38,5 42,0



51,0 55,0



74,8 86,0



8



10



12



14



16



20



[kN]



16,1 9,3



22,6 14,7



33,2 20,7



44,0 28,0



58,3 36,7



74,6 102,5 117,4 149,4 162,0 174,9 57,3 90,0 97,3 112,7 129,3 147,3



[kN]



-



9,4 14,7



19,4 20,7



25,7 28,0



34,0 36,7



49,8 57,3



[mm] [mm]



Chemical anchors



Concrete



Static and quasi-static loading (for a single anchor)



Non-cracked concrete Tensile NRu,m Shear VRu,m Cracked concrete Tensile NRu,m Shear VRu,m



Characteristic resistance Anchor- size



25



26



28



30



32



Non-cracked concrete Tensile NRk Shear VRk Cracked concrete Tensile NRk Shear VRk



109,6 125,6 159,7 173,2 187,1 135,0 146,0 169,0 194,0 221,0



Design resistance Anchor- size



25



26



28



30



32



Non-cracked concrete Tensile NRd Shear VRd Cracked concrete Tensile NRd Shear VRd



Feb-18



73,0 90,0



83,7 106,5 115,5 124,7 97,3 112,7 129,3 147,3



69



Plastic / Light duty metal anchors



Anchor- size



Mechanical anchors



Mean ultimate resistance



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Recommended loads Anchor- size



8



10



12



14



16



20



25



26



28



30



32



[kN]



§ 6,7



16,2 10,5



23,7 14,8



31,4 20,0



33,6 26,2



53,3 41,0



73,2 106,7 106,7 125,0 64,3 80,5 92,4 105,2



11,5 6,7



[kN]



-



6,7 10,5



13,8 14,8



18,3 20,0



20,9 26,2



35,6 41,0



52,2 64,3



6,7 10,5



Non-cracked concrete Tensile NRec Shear VRec Cracked concrete Tensile NRec Shear VRec



76,1 80,5



76,1 89,1 92,4 105,2



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Seismic loading (for a single anchor) All data in this section applies to: - Correct setting (See setting) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min, base material temperature -40°C, max, long term/short term base material temperature: +24°C/40°C) - αgap = 1,0 Embedment depth and base material thickness in case of seismic performance category C1 Anchor- size



8



10



12



14



16



20



25



26



28



30



32



Typical embedment depth



[mm]



-



90



110



125



145



170



210



230



270



285



300



Base material thickness



[mm]



-



120



145



165



185



220



275



295



340



360



380



26



28



30



32



Characteristic resistance in case of seismic performance category C1 Anchor- size Tensile NRk, seis Shear VRk, seis



[kN]



8



10



12



14



16



20



25



-



12,4 15,0



25,3 22,0



33,5 29,0



38,3 39,0



65,2 60,0



93,1 95,0



135,8 135,8 159,0 12,4 102,0 112,0 135,0 165,0



Design resistance in case of seismic performance category C1 Anchor- size Tensile NRd, seis Shear VRd, seis



8



10



12



14



16



20



25



26



28



-



8,3 10,0



16,9 14,7



22,4 19,3



25,6 26,0



43,4 40,0



62,1 63,3



90,5 68,0



90,5 106,0 8,3 74,7 90,0 110,0



8



10



12



14



16



20



25



26



28



30



32



550



550



550



550



550



550



550



550



550



550



550



[N/mm²]



500



500



500



500



500



500



500



550



500



550



500



[mm²]



50,3



78,5



113,1 153,9 201,1 314,2 490,9 530,9 615,8 706,9 804,2



[mm³]



50,3



98,2



169,6 269,4 402,1 785,4 1534



[kN]



30



32



Materials Mechanical properties Anchor size Nominal tensile [N/mm²] strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W



70



1726



2155



2651



3217



Feb-18



Concrete



Installation temperature range - 10°C to + 40°C Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below, An elevated base material temperature may lead to a reduction of the design bond resistance, Temperature range Temperature range I Temperature range II Temperature range III



Base material temperature



Max, long term base material temperature



Max, short term base material temperature



-40 °C to + 40 °C -40 °C to + 80 °C -40 °C to + 120 °C



+ 24 °C + 50 °C + 72 °C



+ 40 °C + 80 °C + 120 °C



Max, short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e,g, as a result of diurnal cycling, Max, long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time,



Curing and working time Temperature of the base material



HIT-HY 200-A Maximum working Minimum curing time time twork tcure



HIT-HY 200-R Maximum working minimum curing time time twork tcure



- 10°C < TBM ≤ - 5°C



1,5 h



7h



3h



20 h



- 5°C < TBM ≤ 0°C



50 min



4h



2h



8h



0°C < TBM ≤ 5°C



25 min



2 hour



1h



4h



5°C < TBM ≤ 10°C



15 min



75 min



40 min



2,5 h



10°C < TBM ≤ 20°C



7 min



45 min



15 min



1,5 h



20°C < TBM ≤ 30°C



4 min



30 min



9 min



1h



30°C < TBM ≤ 40°C



3 min



30 min



6 min



1h



The curing time data are valid for dry base material only, In wet base material the curing times must be doubled,



Installation equipment Anchor size Rotary hammer Other tools



Feb-18



8



10 12 14 16 20 25 26 28 30 TE 2 (-A) – TE 16 (-A) TE 40 – TE 80 Compressed air gun, blow out pump Set of cleaning brushes, dispenser



32



71



Chemical anchors



Setting information



Mechanical anchors



Material Bars and de-coiled rods class B or C according to NDP or NCL of EN 1992-1-1/NA:2013



Plastic / Light duty metal anchors



Material quality Part Rebar EN 1992-1-1:2004 and AC:2010



Concrete



Chemical anchors



Setting details Anchor size Nominal diameter of drill bit Effective anchorage and drill hole depth range b) Minimum base material thickness Minimum spacing Minimum edge distance Critical spacing for splitting failure



Mechanical anchors



Ø12



Ø14



Ø16



Ø20



Ø25



Ø26



Ø28



Ø30



Ø32



[mm]



10 / 12 a)



12 / 14 a)



14 / 16 a)



18



20



25



32



32



35



37



40



hef,min



[mm]



60



60



70



75



80



90



100



104



112



120



128



hef,max



[mm]



160



200



240



280



320



400



500



520



560



600



640



hmin



[mm]



smin



[mm] [mm]



hef + 30 mm ≥ 100 mm 40 50 60



70



80



100



125



130



140



150



160



40



50



50



65



70



75



75



80



80



cmin scr,sp



scr,N



45



45



[mm]



Critical edge distance for splitting ccr,sp failure c)



Plastic / Light duty metal anchors



Ø10



d0



[mm]



Critical spacing for concrete cone failure Critical edge distance for concrete cone failure d)



Ø8



[mm]



hef + 2 d0



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3 2 ccr,N



[mm] ccr,N



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced, a) Both given values for drill bit diameter can be used b) hef,min ≤ hef ≤ hef,max (hef: embedment depth) c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance, The simplified formula given in this table is on the save side.



72



Feb-18



d0 [mm]



a)



8 10 12 14 16 20 25 26 28 30 32



Both given values can be used



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 25 32 32 35 37 40



Brush HIT-RB



Concrete



Hollow Drill Bit (HDB)



size [mm]



12 14 / 12 a) 16 / 14 a) 18 20 25 32 32 35 -



Chemical anchors



Hammer drill (HD)



Rebar



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 25 32 32 35 37 40



Mechanical anchors



Setting instructions *For detailed information on installation see instruction for use given with the package of the product, Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200.



Plastic / Light duty metal anchors



Hammer drilled hole (HD)



Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Feb-18



73



Concrete



Chemical anchors



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Injection system preparation.



Injection method for drill hole depth



Mechanical anchors



hef ≤ 250 mm.



Injection method for overhead application and/or installations with embedment depth hef ≥ 250 mm.



Plastic / Light duty metal anchors



Setting element, observe working time “twork”.



Setting element for overhead applications, observe working time “twork”.



Setting element, observe working time “twork”.



74



Feb-18



Feb-18



75



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Benefits - SafeSet technology: Hilti hollow drill bit for hammer drilling



Hilti HIT-HY 200-R 330 ml foil pack (also available as 500 ml foil pack)



Chemical anchors



Concrete



HIT-HY 200 injection mortar



- HY 200-R version is formulated for best handling and cure time specifically for rebar applications - Suitable for concrete C 12/15 to C 50/60 - Suitable for dry and water saturated concrete



Hilti HIT-HY 200-A 330 ml foil pack (also available as 500 ml foil pack)



- For rebar diameters up to 32 mm - Non corrosive to rebar elements - Good load capacity at elevated temperatures



Plastic / Light duty metal anchors



Mechanical anchors



- Suitable for embedment length up to 1000 mm - Suitable for applications down to 10 °C



Rebar (8 - 32)



Load conditions



Base material



Concrete (non-cracked)



Concrete (cracked)



Dry concrete



Installation conditions



Hammer drilling



Hilti SafeSet technology



Approvals / certificates Description European technical Assessment a) European technical Assessment a) Assessment (fire) Assessment (fire)



b)



76



- Two mortar versions: HY 200-R for slow cure applications and HY 200-A for fast cure applications



Wet concrete



Static/ quasi-static



Seismic, ETA-C1



Fire resistance



Other informations



European Technical Assessment



Authority / Laboratory DIBt, Berlin DIBt, Berlin CSTB, Marne la Vallée CSTB, Marne la Vallée



CE conformity



PROFIS Rebar design Software



No. / date of issue ETA-11/0492/ 2014-06-26 (HY200 A) ETA-12/0083/ 2014-06-26 (HY200 R) Z-21.8-1948 / 2013-11-14 (HY200 A) Z-21.8-1947 / 2014-07-22 (HY200 R)



All data given in this section according to ETA-11/0492, issue 2014-06-26 and ETA-12/0083, issue 2014-06-26,.



Feb-18



Concrete



Static and quasi-static loading Maximum design bond strength according to Hit Rebar Method design [1.1.2] Design bond strength according to EC2 [1.1.1]



Chemical anchors



fbd [N/mm2]



Extension for post-installed rebars with large cover (product dependent) Maximum design bond strength according to EC2



Seismic design bond strength according to CSTB [1.2.1]



Maximum seismic design bond strength according to EC2.



cd/ϕ [-]



Static EC2 design (small concrete cover) Design bond strength in N/mm2 for good bond conditions All allowed drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 8 - 32



1,6



2,0



2,3



2,7



3,0



C40/50



C45/55



C50/60



3,7



4,0



4,3



3,4



Mechanical anchors



Effective limit on bond stress for post-installed rebar using Hilti mortar systems and design bond strength values as provided by the EC2.



Static Hit Rebar Method design (large concrete cover) Maximum design bond strength in N/mm2 for good bond conditions Non-cracked concrete, all allowed drilling methods Temperature Concrete class Rebar - size range C20/25 C25/30 C30/37 C35/45 C40/45 I: 40°C/24°C II: 58°C/35°C III: 70°C/43°C



8 8,2 6,7 6,8 8 - 32 5,7 5,8 Cracked concrete, all allowed drilling methods I: 40°C/24°C 4,7 4,8 II: 58°C/35°C 3,7 3,7 12 - 32 III: 70°C/43°C 3,3 3,4



C45/55



C50/60



8,3 6,9 5,9



8,4 7,0 6,0



8,6 7,1 6,1



8,7 7,2 6,1



8,8 7,3 6,2



4,8 3,8 3,5



4,9 3,9 3,5



5,0 3,9 3,6



5,1 4,0 3,6



5,1 4,0 3,7



For poor bond conditions multiply the values by 0,7. *The reduction factor for rebar diameter equal to 10 mm is 0,72



Additional Hilti Technical Data: Reduction factor for splitting with large concrete cover: = 0,306 (Hilti additional data)



Feb-18



77



Plastic / Light duty metal anchors



For poor bond conditions multiply the values by 0,7. Values valid for non-cracked and cracked concrete.



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Minimum anchorage length and minimum lap length The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1 shall be multiplied by relevant Amplification factor αlb in the table below. Amplification factor αlb for the min. anchorage length and min. lap length for All allowed hammer drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 1,0 8 - 32



C45/55



C50/60



Anchorage length for characteristic steel strength f yk=500 N/mm2 for good conditions All allowed drilling methods Yielding Concrete load Rebar-size class [kN] C20/25 21,9 8 C50/60 21,9 8 C20/25 34,1 10 C50/60 34,1 10 C20/25 49,2 12 C50/60 49,2 12 C20/25 66,9 14 C50/60 66,9 14 C20/25 87,4 16 C50/60 87,4 16 C20/25 110,6 18 C50/60 110,6 18 C20/25 136,6 20 C50/60 136,6 20 C20/25 165,3 22 C50/60 165,3 22 C20/25 196,7 24 C50/60 196,7 24 C20/25 213,4 25 C50/60 213,4 25 C20/25 230,8 26 C50/60 230,8 26 C20/25 267,7 28 C50/60 267,7 28 C20/25 307,3 30 C50/60 307,3 30 C20/25 349,7 32 C50/60 349,7 32 1) 2) 3) 4) 5) 6)



78



lb,min1)



l0,min1)



[mm] 113 100 142 100 170 120 198 140 227 160 255 180 284 200 312 220 340 240 354 250 369 260 397 280 425 300 454 320



[mm] 200 200 200 200 200 200 210 210 240 240 270 270 300 300 330 330 360 360 375 375 390 390 420 420 450 450 480 480



lbd,y



lbd,y



(α2=1)



(α2=0.7)



2)



[mm] 378 202 473 253 567 303 662 354 756 404 851 455 945 506 1040 556 1134 607 1181 632 1229 657 1323 708 1418 758 1512 809



3)



[mm] 265 142 331 177 397 212 463 248 529 283 595 319 662 354 728 389 794 425 827 442 860 460 926 495 992 531 1059 566



lbd,y,HRM (α2 8 (Temperature range I, characteristic yield strength fyk = 500 N/mm²) ct=concrete temperature



lmax



-10°C ≤ Ct5) ≤ 0°C



[mm] 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700



lmax



Ct5) > 0°C



[mm] 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000



Feb-18



Seismic DTA 3/13-749 design Design bond strength in N/mm² according to DTA 3/13-749 for good bond conditions All allowed drilling methods Temperature Concrete class Rebar - size range C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 -40°C - +80°C 2,3 2,7 2,7 2,7 2,7 2,7 8 - 32



For poor bond conditions multiply the values 0,7.



C50/60 2,7



Anchorage length for characteristic steel strength f yk=500 N/mm2 for good conditions All allowed drilling methods



Feb-18



C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60



Yielding load



lb,min1)



l0,min1)



lbd,y (α2=1)2)



lbd,y (α2=0.7)3)



[kN] 21,9 21,9 34,1 34,1 49,2 49,2 66,9 66,9 87,4 87,4 110,6 110,6 136,6 136,6 165,3 165,3 196,7 196,7 213,4 213,4 230,8 230,8 267,7 267,7 307,3 307,3 349,7 349,7



[mm] 113 100 142 121 170 145 198 169 227 193 255 217 284 242 312 266 340 290 354 302 369 314 397 338 425 362 454 386



[mm] 200 200 200 200 200 200 210 210 240 240 270 270 300 300 330 330 360 360 375 375 390 390 420 420 450 450 480 480



[mm] 378 322 473 403 567 483 662 564 756 644 851 725 945 805 1040 886 1134 966 1181 1006 1229 1047 1323 1127 1418 1208 1512 1288



[mm] 265 225 331 282 397 338 463 395 529 451 595 507 662 564 728 620 794 676 827 705 860 733 926 789 992 845 1059 902



Mechanical anchors



8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 25 25 26 26 28 28 30 30 32 32



Concrete class



Plastic / Light duty metal anchors



Rebar - size



Chemical anchors



Concrete



Seismic loading



79



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Fire resistance a) Anchoring application



inst



Maximum force (Fs,T,max) in rebar in conjunction with HIT-HY 200 as a function of embedment depth (inst ) for the fire resistance classes F30 to F180 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 80 3,0 0,7 0,2 0,0 0,0 120 7,0 2,2 1,3 0,7 0,2 170 10,2 9,2 4,0 1,7 210 11,0 7,5 16,19 8 16,2 230 14,5 10,9 16,2 16,2 250 14,5 16,2 16,2 300 100 6,1 2,0 1,0 0,4 0,0 150 19,3 9,3 7,1 2,2 1,0 190 18,0 15,9 9,3 4,9 25,29 230 24,7 18,1 13,7 10 25,3 260 24,7 20,3 25,3 25,3 280 24,7 25,3 25,3 320 120 15,3 6,0 1,9 1,1 0,3 180 31,0 19,0 17,8 8,5 7,0 220 29,6 27,0 19,1 13,8 36,42 260 29,7 24,4 12 36,4 280 35,0 29,6 36,4 36,4 300 34,9 36,4 36,4 340 140 24,0 9,9 6,9 2,6 1,0 210 45,0 31,4 28,5 25,7 13,0 240 40,6 37,7 32,8 22,3 49,58 280 40,7 34,6 14 49,6 300 44,7 40,7 49,6 49,6 330 48,1 49,6 49,6 360 160 34,5 18,4 14,9 4,4 2,3 240 62,6 46,4 43,0 37,7 25,5 260 53,5 50,0 44,7 32,5 300 57,0 51,7 49,6 64,75 16 64,8 330 61,3 57,2 64,8 64,8 360 62,7 64,8 64,8 400



80



Feb-18



b) Overlap joint application Max. bond stress, fbd,FIRE , depending on actual clear concrete cover for classifying the fire resistance. It must be verified that the actual force in the bar during a fire, Fs,T , can be taken up by the bar connection of the selected length, inst. Note: Cold design for ULS is mandatory. Fs, T  (inst – cf)     fbd,FIRE where: (inst – cf)  s; s 



= lap length = nominal diameter of bar



inst – cf = selected overlap joint length; this must be at least s, fbd,FIRE



Feb-18



Concrete



Chemical anchors Plastic / Light duty metal anchors



Characteristic yield strength fyk = 500 N/mm² Steel failure



Mechanical anchors



Maximum force (Fs,T,max) in rebar in conjunction with HIT-HY 200 as a function of embedment depth (inst ) for the fire resistance classes F30 to F180 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 200 60,7 40,0 36,3 29,3 14,3 250 78,3 62,5 58,3 51,3 36,3 310 88,9 84,6 77,6 62,6 350 94,2 80,2 101,18 20 101,2 370 83,5 101,2 101,2 101,2 390 97,8 101,2 430 250 97,9 78,1 72,6 64,7 45,3 280 126,5 94,6 89,4 81,2 61,8 370 144,0 127,9 119,7 111,2 410 150,0 141,8 123,2 158,09 25 158,1 430 150,0 144,2 158,1 158,1 450 155,2 158,1 158,1 500 250 97,9 78,1 72,6 64,7 45,3 280 126,5 94,6 89,4 81,2 61,8 370 144,0 127,9 119,7 111,2 410 150,0 141,8 123,2 158,09 32 158,1 430 150,0 144,2 158,1 158,1 450 155,2 158,1 158,1 500



but may not be assumed to be more than 80  = bond stress when exposed to fire



81



Clear concrete cover c



Chemical anchors



Concrete



Critical temperature-dependent bond stress, c, concerning “overlap joint” for Hilti HIT-HY 200 injection adhesive in relation to fire resistance class and required minimum concrete coverage c. Max. bond stress, c [N/mm²]



[mm] 30



R30



R60



0,6



0,3



35 40 45 50



0,7 0,9 1,0 1,2



0,3 0,4 0,4 0,5



0,2 0,2 0,3



-



55 60 65 70



1,5 1,8



0,6 0,8 0,9 1,0



0,3 0,4 0,5 0,5



0,2 0,3 0,3 0,3



1,2 1,5 1,7 2,0



0,6 0,7 0,8 1,0



0,4 0,5 0,5 0,6



0,2 0,3 0,3 0,3



1,1 1,3 1,5 1,7



0,7 0,8 0,9 1,1



0,4 0,4 0,5 0,5



2,0



1,2 1,4 1,6 1,9



0,6 0,6 0,7 0,8



2,1



0,9 2,3



75 80 85 90



Plastic / Light duty metal anchors



Mechanical anchors



95 100 105 110 115 120 125 130 135 200



2,2



2,2



R90



R120



R180



-



2,2



-



Materials Material quality Part Rebar EN 1992-1-1



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions: in dry environment at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-HY 200: low displacements with long term stability, failure load after exposure above reference load.



82



Feb-18



Concrete



Gasoline Glycole Hydrogen peroxide 10% Lactic acid 10% Maschinery oil Methylethylketon Nitric acid 10% Phosphoric acid 10% Potassium Hydroxide pH 13,2 Sea water Sewage sludge Sodium carbonate 10% Sodium hypochlorite 2% Sulfuric acid 10% Sulfuric acid 30% Toluene Xylene



Resistance + o o + + o o + + + + + + + + o o



Chemical anchors



Air Acetic acid 10% Acetone Ammonia 5% Benzyl alcohol Chloric acid 10% Chlorinated lime 10% Citric acid 10% Concrete plasticizer De-icing salt (Calcium chloride) Demineralized water Diesel fuel Drilling dust suspension pH 13,2 Ethanol 96% Ethylacetate Formic acid 10% Formwork oil + resistant o resistant in short term (max. 48h) contact not resistant



Chemical



Electrical Conductivity HIT-HY 200 in the hardened state is not conductive electrically. Its electric resistivity is 15,5109 ∙cm (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchoring (ex: railway applications, subway) Installation temperature range -10°C to +40°C Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +80 °C



+50 °C



+80 °C



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Curing and working time Temperature of the base material - 10°C < TBM ≤ - 5°C - 5°C < TBM ≤ 0°C 0°C < TBM ≤ 5°C 5°C < TBM ≤ 10°C 10°C < TBM ≤ 20°C 20°C < TBM ≤ 30°C 30°C < TBM ≤ 40°C



Feb-18



HIT-HY 200-A Maximum working Minimum curing time time twork tcure 7h 1,5 h 4h 50 min 2 hour 25 min 75 min 15 min 45 min 7 min 30 min 4 min 30 min 3 min



HIT-HY 200-R Maximum working minimum curing time time twork tcure 3h 20 h 2h 8h 1h 4h 40 min 2,5 h 15 min 1,5 h 9 min 1h 6 min 1h



83



Mechanical anchors



Resistance + + o + o + + + + + + + + +



Plastic / Light duty metal anchors



Resistance to chemical substances Chemical



Concrete



Setting information Installation equipment Rebar – size Rotary hammer



8 - 16 18 - 32 TE 2 (-A)– TE 40(-A) TE40 – TE80 Blow out pump (hef ≤ 10∙d) Compressed air guna) Set of cleaning brushesb), dispenser, piston plug



Chemical anchors



Other tools a) b)



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm)



Minimum concrete cover cmin of the post-installed rebar Minimum concrete cover cmin [mm] Bar diameter Drilling method [mm] Without drilling aid With drilling aid Hammer drilling (HD) and (HDB) Compressed air drilling (CA)



ϕ < 25 ϕ ≥ 25 ϕ < 25 ϕ ≥ 25



30 + 0,06 · lv ≥ 2 · ϕ 40 + 0,06 · lv ≥ 2 · ϕ 50 + 0,08 · lv 60 + 0,08 · lv ≥ 2 · ϕ



30 + 0,02 · lv ≥ 2 · ϕ 40 + 0,02 · lv ≥ 2 · ϕ 50 + 0,02 · lv 60 + 0,02 · lv ≥ 2 · ϕ



Mechanical anchors



Drilling and cleaning diameters Rebar [mm]



Hollow Drill Bit (HDB) b)



Compressed air drill (CA)



d0 [mm]



8 10 12



Plastic / Light duty metal anchors



Hammer drill (HD)



14 16 18 20 22 24 25 26 28 30 a) b)



32



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 22 25 28 32 32 35 35 37 40



Maximum installation length l=250 mm. No cleaning required



12 14 / 12 a) 16 / 14 a) 18 20 22 25 28 32 32 -



84



Air nozzle HIT-RB size [mm]



17 17 20 22 26 28 32 32 35 35 35 40



Dispensers and corresponding maximum embedment depth v,max Dispenser HDM 330, HDM 500, HDE 500 Rebar Concrete temp. ≥ -10°C 8 - 32



Brush HIT-RB



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 18 20 22 22 25 28 28 32 32 35 35 35 37 40



12 / 10 a) 14 / 12 a) 16 / 14 a) 16 18 20 20 22 25 25 28



32



HDE 500 Concrete temp. ≥ 0°C



v,max [mm]



v,max [mm]



700



1000



Feb-18



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200.



Hammer drilled hole (HD)



Hammer drilled hole with Hollow Drilled Bit (HDB)



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth hef > 250mm.



Feb-18



85



Plastic / Light duty metal anchors



Mechanical anchors



No cleaning required



Concrete



Chemical anchors



Injection method for overhead application.



Mechanical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Setting element for overhead applications, observe working time “twork”.



Apply full load only after curing time “tcure“.



86



Feb-18



Feb-18



87



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Concrete



HIT-RE 100 injection mortar



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits - Suitable for cracked and noncracked concrete C 20/25 to C 50/60 - High loading capacity



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Hilti HIT-RE 100 500 ml foil pack (also available as 330 ml foil pack)



- Suitable for dry and water saturated concrete - Large diameter applications



Anchor rods: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8-M30)



- Long working time at elevated temperatures - Odourless epoxy



Anchor rods: HAS-(E) HAS-(E)-R HAS-(E)-HCR (M8-M30)



Base material



Concrete (non-cracked)



Load conditions



Concrete (cracked)



Dry concrete



Installation conditions



Hammer drilling



Variable embedment depth



Wet concrete



Static/ quasi-static



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Corrosion resistance



High corrosion resistance



Approvals / certificates Description European technical assessment a) a)



88



Authority / Laboratory DIBt, Berlin



All data given in this section according to ETA-15/0882 issue 2016-04-22.



No. / date of issue ETA-15/0882 / 2016-04-22



Feb-18



All data in this section applies to  Correct setting (See setting instruction)  No edge distance and spacing influence  Steel failure  Anchor HIT-V and HAS-(E) with strength 5.8  Base material thickness, as specified in the table  One typical embedment depth, as specified in the table  Concrete C 20/25, fck,cube = 25 N/mm²  Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) Embedment depth and base material thickness Anchor size Typical embedment depth Base material thickness



M8 80 110



M10 90 120



M12 110 140



M16 125 165



M20 170 220



M24 210 270



M27 240 300



M30 270 340



M8



M10



M12



M16



M20



M24



M27



M30



[kN] [kN]



19,2 9,6



30,5 15,2



44,3 22,1



82,4 41,2



128,6 64,3



185,3 92,7



241,0 120,5



294,5 147,3



[kN] [kN]



-



26,3 15,2



38,5 21,1



54,2 41,2



85,1 64,3



126,1 92,7



148,6 120,5



185,8 147,3



M8



M10



M12



M16



M20



M24



M27



M30



[kN] [kN]



18,3 9,2



29,0 14,5



42,2 21,1



70,6 39,3



111,9 61,3



153,7 88,3



187,8 114,8



224,0 140,3



[kN] [kN]



-



19,8 14,5



29,0 21,1



40,8 39,3



64,1 61,3



95,0 88,3



112,0 114,8



140,0 140,3



M8



M10



M12



M16



M20



M24



M27



M30



[kN] [kN]



12,2 7,3



19,3 11,6



27,7 16,9



33,6 31,4



53,3 49,0



73,2 70,6



89,4 91,8



106,7 112,2



[kN] [kN]



-



9,4 11,6



13,8 16,9



19,4 31,4



30,5 49,0



45,2 70,6



53,3 91,8



66,6 112,2



M8



M10



M12



M16



M20



M24



M27



M30



8,7 5,2



13,8 8,3



19,8 12,0



24,0 22,4



38,1 35,0



52,3 50,4



63,9 65,6



76,2 80,1



-



6,7 8,3



9,9 12,0



13,9 22,4



21,8 35,0



32,3 50,4



38,1 65,6



47,6 80,1



[mm] [mm]



Chemical anchors



Concrete



Static and quasi-static loading (for a single anchor)



Tension NRu,m Shear VRu,m



HIT-V, HAS-(E) HIT-V, HAS-(E)



Characteristic resistance Anchor size Non-cracked concrete Tension NRk HIT-V, HAS-(E) Shear VRk HIT-V, HAS-(E) Cracked concrete Tension NRk Shear VRk



HIT-V, HAS-(E) HIT-V, HAS-(E)



Design resistance Anchor size Non-cracked concrete Tension NRd HIT-V, HAS-(E) Shear VRd HIT-V, HAS-(E) Cracked concrete Tension NRd Shear VRd



HIT-V, HAS-(E) HIT-V, HAS-(E)



Recommended loads



a)



Anchor size Non-cracked concrete Tension NRec HIT-V, HAS-(E) [kN] Shear VRec HIT-V, HAS-(E) [kN] Cracked concrete Tension NRec Shear VRec a)



Feb-18



HIT-V, HAS-(E) [kN] HIT-V, HAS-(E) [kN]



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



89



Plastic / Light duty metal anchors



Anchor size Non-cracked concrete Tension NRu,m HIT-V, HAS-(E) Shear VRu,m HIT-V, HAS-(E) Cracked concrete



Mechanical anchors



Mean ultimate resistance



Concrete



Chemical anchors



Materials Mechanical properties Anchor size HIT-V 5.8 HAS-(E) 5.8 HIT-V 8.8 Nominal tensile HAS-(E) 8.8 strength fuk HIT-V-R HAS-(E)R HIT-V-HCR HAS-(E)HCR



Plastic / Light duty metal anchors



Mechanical anchors



Yield strength fyk



HIT-V 5.8 HAS-(E) 5.8 HIT-V 8.8 HAS-(E) 8.8 HIT-V-R HAS-(E)R HIT-V-HCR HAS-(E)HCR



M8



M10



M12



M16



M20



M24



M27



M30



[N/mm²]



500



500



500



500



500



500



500



500



[N/mm²]



800



800



800



800



800



800



800



800



[N/mm²]



700



700



700



700



700



700



500



500



[N/mm²]



800



800



800



800



800



700



700



700



[N/mm²]



400



400



400



400



400



400



400



400



[N/mm²]



640



640



640



640



640



640



640



640



[N/mm²]



450



450



450



450



450



450



210



210



[N/mm²]



640



640



640



640



640



400



400



400



[mm²] [mm²] [mm³] [mm3]



36,6 32,8 31,2 27,0



58,0 52,3 62,3 54,1



84,3 76,2 109 93,8



157 144,0 277 244,0



245 225,0 541 474,0



353 324,0 935 809,0



459 427,0 1387 1274,0



561 519,0 1874 1706,0



Stressed cross- HIT-V section As HAS-(E) HIT-V Moment of resistance W HAS-(E) Material quality for HIT-V Part Zinc coated steel Threaded rod, HIT-V 5.8 (F) HAS-(E) 5.8 Threaded rod, HIT-V 8.8 (F) HAS-(E) 8.8 Washer Nut



Material Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Stainless Steel Threaded rod, Strength class 70 for ≤ M24 and strength class 50 for > M24; HIT-V-R Elongation at fracture A5 > 8% ductile HAS-(E)-R Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Threaded rod, Strength class 80 for ≤ M20 and class 70 for > M20, HIT-V-HCR Elongation at fracture A5 > 8% ductile HAS-(E)-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Setting information Installation temperature range: +5°C to +40°C



90



Feb-18



Temperature range I Temperature range II Temperature range III



Max. short term base material temperature + 40 °C + 58 °C + 70 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time. Working time and curing time Temperature of the base material



Max. working time in which rebar can be inserted and adjusted twork



Min. curing time before rebar can be fully loaded tcure



5 °C ≤ TBM < 10 °C



2h 1,5 h



72 h 48 h



30 min 20 min 12 min 12 min



24 h 12 h 8h 4h



10 °C ≤ TBM < 15 °C 15 °C ≤ TBM < 20 °C 20 °C ≤ TBM < 30 °C 30 °C ≤ TBM < 40 °C 40 °C



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Effective anchorage and drill hole depth Minimum base material thickness Diameter of clearance hole in the fixture Minimum spacing Minimum edge distance Critical spacing for splitting failure



M8



M10



M12



M16



M20



M24



M27



M30



d0



[mm]



10



12



14



18



22



28



30



35



d



[mm]



hef



[mm]



8 60 to 160



10 60 to 200



12 70 to 240



16 80 to 320



20 90 to 400



24 96 to 480



27 108 to 540



30 120 to 600



hmin



[mm]



df



[mm]



9



12



14



18



22



26



30



33



smin cmin



[mm] [mm]



40 40



50 50



60 60



80 80



100 100



120 120



135 135



150 150



200



270



300



hef + 30 ≥ 100 mm



hef + 2 d0



scr,sp [mm]



2 ccr,sp for h / hef ≥ 2,0



1,0  hef Critical edge distance for splitting failure a)



ccr,sp [mm] 4,6 hef - 1,8 h 2,26 hef



Critical spacing for scr,N concrete cone failure Critical edge distance for ccr,N concrete cone failureb) Torque moment c) Tmax



for 2,0 > h / hef > 1,3 for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



[Nm]



10



20



40



80



150



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) hef,min ≤ hef ≤ hef,max (hef: embedment depth) h: base material thickness (h ≥ hmin) b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. c) This is the maximun recommended torque moment to avoid splitting failure during installation for anchors with minimun spacing and/or edge distance.



Feb-18



Plastic / Light duty metal anchors



Setting details Anchor size Nominal diameter of drill bit Diameter of element



Concrete



Max. long term base material temperature + 24 °C + 35 °C + 43 °C



Chemical anchors



Base material temperature -40 °C to + 40 °C -40 °C to + 58 °C -40 °C to + 70 °C



Temperature range



Mechanical anchors



Service temperature range Hilti HIT-RE 100 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



91



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Installation equipment Anchor size Rotary hammer



M8



Other tools



M10 M12 M16 M20 M24 M27 TE 2– TE 16 TE 40 – TE 80 Compressed air gun or blow out pump Set of cleaning brushes, dispenser, piston plug



M30



Drilling and cleaning parameters HIT-V HAS



M8 M10 M12 M16 M20 M24 M27 M30



Hammer drill (HD)



Brush HIT-RB



d0 [mm]



size [mm]



Piston plug HIT-SZ size [mm]



10 12 14 18 22 28 30 35



10 12 14 18 22 28 30 35



12 14 18 22 28 30 35



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 100. Drilling Hammer drilled hole (HD)



Cleaning Manual cleaning (MC) Non-cracked concrete only for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



92



Feb-18



Concrete



for all drill hole diameters d0 and drill hole depths h0 .



Injection system



Chemical anchors



Compressed air cleaning (CAC) cleaning of flooded holes



Injection system preparation.



hef ≤ 250 mm.



Injection method for overhead application and/or installation with embedment depth hef > 250 mm.



Setting the element



Setting element, observe working time “twork”,



Setting element for overhead applications, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



93



Plastic / Light duty metal anchors



Mechanical anchors



Injection method for drill hole depth



Concrete



HIT-RE 100 injection mortar



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits - Suitable for cracked and noncracked concrete C 20/25 to C 50/60 - High loading capacity



Chemical anchors



Hilti HIT-RE 100 330 ml foil pack (also available as 500 ml and 1400 ml foil pack)



- Suitable for dry and water saturated concrete - Large diameter applications - Long working time at elevated temperatures



Rebar B500B (8-32)



Load conditions



Mechanical anchors



Base material



Plastic / Light duty metal anchors



- Odourless epoxy



Concrete (noncracked)



Concrete (cracked)



Hammer drilling



Variable embedment depth



Dry concrete



Wet concrete



Installation conditions



Static/ quasi-static



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Approvals / certificates Description European technical assessment a) b)



Authority / Laboratory CSTB, Marne la Vallée



All data given in this section according to ETA-15/0882 issue 2016-04-22.



No. / date of issue ETA-15/0882 / 2016-04-22



Static and quasi-static loading (for a single anchor) All data in this section applies to -Correct setting (See setting instruction) -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



94



Feb-18



Typical embedment depth Base material thickness



[mm] [mm]



8



10



12



14



16



20



25



26



28



30



32



80 110



90 120



110 140



125 161



125 165



170 220



210 274



230 294



270 340



285 359



300 380



10



12



14



16



20



25



25



28



30



32



Mean ultimate resistance resistance Anchor- size B500 B 8 Non-cracked concrete Tensile NRu,m B500 B Shear VRu,m B500 B Cracked concrete Tensile NRu,m Shear VRu,m



B500 B B500 B



[kN]



29,4 14,7



45,2 23,1



65,1 32,6



87,6 44,1



93,7 148,6 204,0 233,9 297,4 322,6 348,4 57,8 90,3 141,8 153,3 177,5 203,7 232,1



[kN]



-



26,3 23,1



38,5 32,6



47,4 44,1



54,2 57,8



85,1 131,4 137,2 173,4 196,1 220,2 90,3 141,8 153,3 177,5 203,7 232,1



8



10



12



14



16



20



[kN]



28,0 14,0



39,6 22,0



58,1 31,0



66,0 42,0



70,6 111,9 153,7 176,2 224,0 243,0 262,4 55,0 86,0 135,0 146,0 169,0 194,0 221,0



[kN]



-



19,8 22,0



29,0 31,0



35,7 42,0



40,8 55,0



64,1 99,0 103,3 130,6 147,7 165,9 86,0 135,0 146,0 169,0 194,0 221,0



8



10



12



14



16



20



[kN]



13,4 11,2



18,8 17,6



27,6 24,8



31,4 33,6



33,6 44,0



53,3 73,2 83,9 106,7 115,7 125,0 68,8 108,0 116,8 135,2 155,2 176,8



[kN]



-



9,4 17,6



13,8 24,8



17,0 33,6



19,4 38,9



30,5 61,0



47,1 94,2



49,2 62,2 70,3 79,0 98,4 124,4 140,7 158,0



8



10



12



14



16



20



25



25



28



[kN]



9,6 8,0



13,5 12,6



19,7 17,7



22,4 24,0



24,0 31,4



38,1 49,1



52,3 77,1



59,9 83,4



76,2 82,6 89,3 96,6 110,9 126,3



[kN]



-



6,7 12,6



9,9 17,7



12,2 24,0



13,9 27,8



21,8 43,6



33,7 67,3



35,1 70,3



44,4 50,2 56,4 88,9 100,5 112,8



Concrete



Anchor- size



Chemical anchors



Embedment depth and base material thickness for static and quasi-static loading data



Characteristic resistance Anchor- size B500 B



25



25



28



30



32



Tensile NRk Shear VRk Cracked concrete Tensile NRk Shear VRk



Design resistance Anchor- size B500 B



25



25



28



30



32



Mechanical anchors



Non-cracked concrete



Tensile NRd Shear VRd Cracked concrete Tensile NRd Shear VRd Recommended loads a) Anchor- size B500 B



30



32



Non-cracked concrete Tensile NRd Shear VRd Cracked concrete Tensile NRd Shear VRd



a)



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Feb-18



95



Plastic / Light duty metal anchors



Non-cracked concrete



Concrete



Chemical anchors



Materials Mechanical properties Anchor size Nominal tensile [N/mm²] strength fuk Yield strength fyk Stressed cross- section As Moment of resistance W



8



10



12



14



16



20



25



26



28



30



32



550



550



550



550



550



550



550



550



550



550



550



[N/mm²]



500



500



500



500



500



500



500



550



500



550



500



[mm²]



50,3



78,5



113,1 153,9 201,1 314,2 490,9



531



615,8



707



804,2



[mm³]



50,3



98,2



169,6 269,4 402,1 785,4 1534



1726



2155



2651



3217



Material quality Part Rebar EN 1992-1-1:2004



Material Bars and de-coiled rods class B or C II according to NDP or NCL of EN 19921-1/NA:2013



Plastic / Light duty metal anchors



Mechanical anchors



Setting information Installation temperature + 5°C to + 40°C Service temperature range Hilti HIT-RE 100 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



Temperature range Temperature range I Temperature range II Temperature range III



Base material temperature -40 °C to + 40 °C -40 °C to + 58 °C -40 °C to + 70 °C



Max. long term base material temperature + 24 °C + 35 °C + 43 °C



Max. short term base material temperature + 40 °C + 58 °C + 70 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Working time and curing time Temperature of the base material



Max. working time in which rebar can be inserted and adjusted twork



Min. curing time before rebar can be fully loaded tcure



5 °C ≤ TBM < 10 °C 10 °C ≤ TBM < 15 °C 15 °C ≤ TBM < 20 °C 20 °C ≤ TBM < 30 °C



2h



72 h



1,5 h 30 min 20 min 12 min



48 h 24 h 12 h 8h



12 min



4h



30 °C ≤ TBM < 40 °C 40 °C



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



96



Feb-18



Critical edge distance for splitting failure c)



[mm]



14a)



16a)



18



20



Ø20 24 / 25a)



Ø25 30 / 32a)



Ø26



Ø28



Ø30



Ø32



32



35



37



40



70



70



75



80



90



100



104



112



120



128



[mm] 160



200



240



240



280



320



400



500



520



560



600



640



140 140



150 150



160 160



hmin



[mm]



smin cmin



[mm] [mm]



hef + 30 mm ≥ 100 mm 40 50 60 40 50 60



scr,sp [mm]



ccr,sp [mm]



hef + 2 d0 60 60



70 70



80 80



100 100



125 125



130 130



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Both given values for drill bit diameter can be used b) hef,min ≤ hef ≤ hef,max (hef: embedment depth) c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side.



Installation equipment Anchor size Rotary hammer



8



Other tools



10 12 14 16 20 25 26 28 30 TE 2– TE 16 TE 40 – TE 80 Compressed air gun or blow out pump Set of cleaning brushes, dispenser, piston plug



Drilling and cleaning parameters Hammer drill (HD) Rebar [mm] d0 [mm]



a)



Feb-18



8 10 12 14 16 20 25 26 28 30 32



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 24 / 25a) 30 / 32a) 32 35 37 40



Both of the two given values can be used



Brush HIT-RB



32



Piston plug HIT-SZ size [mm]



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 24 / 25a) 30 / 32a) 32 35 37 40



Concrete



Ø16



60



x



Critical spacing for scr,N concrete cone failure Critical edge distance for concrete ccr,N cone failure d)



Ø14



60



n



hef,ma



Ø12



Chemical anchors



Minimum base material thickness Minimum spacing Minimum edge distance Critical spacing for splitting failure



hef,mi



Ø10 12 / 14a)



Mechanical anchors



Effective anchorage and drill hole depth range b)



Ø8 10 / [mm] 12a)



- / 12 a) 12 / 14 a) 14 / 16 a) 18 20 24 / 25a) 30 / 32a) 32 35 37 40



97



Plastic / Light duty metal anchors



Setting details Anchor size Nominal diameter of d0 drill bit



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 100.



Hammer drilled hole (HD)



Manual cleaning (MC) Non-cracked concrete only for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Mechanical anchors



Hammer Drilling:



Plastic / Light duty metal anchors



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Compressed air cleaning (CAC) cleaning of flooded holes for all drill hole diameters d0 and drill hole depths h0.



Injection system preparation.



Injection method for overhead application and/or installation with embedment depth hef ≤ 250 mm



98



Feb-18



Concrete



Chemical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Mechanical anchors



Setting element for overhead applications, observe working time “twork”.



Feb-18



99



Concrete



HIT-RE 100 injection mortar



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Benefits



Chemical anchors



Hilti HIT-RE 100 330 ml foil pack (also available as 500 ml and 1400 ml foil pack)



- Suitable for concrete C 12/15 to C 50/60 - High loading capacity - Suitable for dry and water saturated concrete - For rebar diameters up to 40 mm - Non corrosive to rebar elements



Rebar B500 B



- Long working time at elevated temperatures



(8 - 40)



Plastic / Light duty metal anchors



Mechanical anchors



- Suitable for embedment length till 3200 mm



Load conditions



Base material



Concrete (noncracked)



Concrete (cracked)



Hammer drilling



Diamond coring



Dry concrete



Installation conditions



Wet concrete



Static/ quasi-static



Fire resistance



Other information



European Technical Assessment



CE conformity



Approvals / certificates Description European technical assessment a) Fire report c)



100



Authority / Laboratory DIBt, Berlin MFPA, Liepzig



No. / date of issue ETA – 15/0883 / 2016-04-21 GS 3.2/15-431-4 / 2016-04-29



All data given in this section according to the approvals mentioned above ETA-15/0883 issue 2016-04-21.



Feb-18



Concrete



Basic design data Static EC2 design Design bond strength in N/mm2 according to ETA 15/0883 for good bond conditions Concrete class C12/15



C16/20



All allowed hammer drilling methods 1,6 2,0 8 - 32 1,6 2,0 34 1,5 1,9 36 1,5 1,8 40 Diamond coring wet 1,6 2,0 8 - 32 1,6 2,0 34 1,5 1,9 36 1,5 1,8 40



C20/25



C25/30



C30/37



C35/45



C40/50



C45/55



C50/60



2,3 2,3 2,2 2,1



2,7 2,6 2,6 2,5



3,0 2,9 2,9 2,8



3,4 3,3 3,3 3,1



3,7 3,6 3,6 3,4



4,0 3,9 3,8 3,7



4,3 4,2 4,1 4,0



2,3 2,3 2,2 2,1



2,7 2,6 2,6 2,5



Chemical anchors



Rebar-size



Amplification factor αlb for the min. anchorage length and min. lap length according to EN 1992-1-1 for: Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 All allowed hammer drilling methods 1,0 8 -40 Diamond coring dry and wet 1,5 8 -40 Pre-calculated values1) – anchorage length Rebar yield strength fyk=500 N/mm2, concrete C25/30, good bond conditions Rebar-size



8



10



12



14



Feb-18



Anchorage length



Design value



Mortar volume2)



Anchorage length



Design value



Mortar volume2)



lbd [mm]



NRd [KN]



VM [ml]



lbd [mm]



NRd [KN]



VM [ml]



1=2=3=4=5=1,0 100 170 250 322,1 121 220 310 402,6 145 260 370 483,1 169 300 430 563,6



6,8 11,5 17,0 21,9 10,3 18,7 26,3 34,1 14,8 26,5 37,7 49,2 20,1 35,6 51,1 66,9



8 13 19 24 11 20 28 36 15 27 39 51 20 36 52 68



1=3=4=1,0 100 140 180 225,4 121 170 230 281,8 145 210 270 338,2 169 240 320 394,5



2 or 5=0,7 9,7 13,6 17,4 21,9 14,7 20,6 27,9 34,1 21,1 30,5 39,3 49,2 28,7 40,7 54,3 66,9



8 11 14 17 11 15 21 25 15 22 29 36 20 29 39 48



101



Plastic / Light duty metal anchors



Minimum anchorage length and minimum lap length The minimum anchorage length b,min and the minimum overlap length 0,min according to EN 1992-1-1 shall be multiplied by the relevant Amplification factor in the table below.



Mechanical anchors



For poor bond conditions multiply the values by 0,7. Values valid for non-cracked and cracked concrete



Concrete



Pre-calculated values1) – anchorage length Rebar yield strength fyk=500 N/mm2, concrete C25/30, good bond conditions



Chemical anchors



Rebar-size



16



18



20



Plastic / Light duty metal anchors



Mechanical anchors



22



24



25



28



30



32



36



40 1) 2)



102



Anchorage length



Design value



Mortar volume2)



Anchorage length



Design value



Mortar volume2)



lbd [mm]



NRd [KN]



VM [ml]



lbd [mm]



NRd [KN]



VM [ml]



2 or 5=0,7 37,4 54,3 71,7 87,4 47,3 67,6 89,4 110,6 58,6 84,8 111,5 136,6 70,9 101,3 133,3 165,3 84,3 122,1 160 196,7 91,5 130,3 172,7 213,4 114,7 162,9 215,5 267,7 136 191,9 254,5 307,3 155,1 224,9 310,2 349,7 184,8 268,8 378,1 442,6 217,7 314,2 444,3 546,4



26 38 50 61 33 47 62 76 51 74 98 120 75 107 141 175 122 177 232 286 114 162 214 265 140 200 264 328 165 233 309 374 217 315 434 490 379 551 774 907 505 728 1030 1267



1=2=3=4=5=1,0 193 340 490 644 217 380 540 724,6 242 390 550 805,2 266 410 560 885,7 290 430 560 966,2 302 430 570 1006,4 350 595 875 1127,2 374 635 935 1207,7 400 680 1000 1288,2 450 765 1125 1505,0 500 850 1000 1739,1



26,2 46,1 66,5 87,4 33,1 58 82,4 110,6 41,1 66,2 93,3 136,6 49,6 76,5 104,5 165,3 59 87,5 114 196,7 64 91,2 120,9 213,4 83,1 141,3 207,8 267,7 95,2 161,6 237,9 307,3 108,6 184,6 271,4 349,7 132,3 225 330,8 442,6 157,1 267 314,2 546,4



26 46 67 87 33 57 81 109 51 83 117 171 75 116 158 250 122 182 236 408 114 162 214 378 145 247 364 469 165 281 413 534 217 369 543 699 387 658 968 1295 520 884 1040 1810



1=3=4=1,0 193 280 370 450,9 217 310 410 507,2 242 350 460 563,6 266 380 500 620 290 420 550 676,3 302 430 570 704,5 338 480 635 789 374 528 700 845,4 400 580 800 901,8 440 640 900 1053,5 485 700 990 1217,4



Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar corresponds to the formula “1,2(d0²-ds²)lb/4” for hammer drilling



Feb-18



12



14



16



18



20



22



24



25



28



Feb-18



Overlap length



Design value



Mortar volume2)



l0[mm]



NRd [KN]



VM [ml]



l0 [mm]



NRd [KN]



VM [ml]



200 240 280 322,1 200 270 340 402,6 200 290 390 483,1 210 330 450 563,6 240 370 510 644 270 410 560 724,6 300 430 570 805,2 330 450 580 885,7 360 470 590 966,2 375 430 570 1006,4 420 595 875 1127,2



1=2=3=4=5=1,0 13,6 16,3 19 21,9 17 22,9 28,8 34,1 20,4 29,5 39,7 49,2 24,9 39,2 53,4 66,9 32,6 50,2 69,2 87,4 41,2 62,6 85,5 110,6 50,9 72,9 96,7 136,6 61,6 84 108,2 165,3 73,3 95,7 120,1 196,7 79,5 91,2 120,9 213,4 99,8 141,3 207,8 267,7



15 18 21 24 18 24 31 36 21 31 41 51 25 40 54 68 33 50 69 87 41 62 84 109 64 91 121 171 93 127 164 250 152 198 249 408 141 162 214 378 175 247 364 469



1=3=4=1,0 2 or 5=0,7 200 19,4 15 210 20,4 16 220 21,3 17 225,4 21,9 17 200 24,2 18 230 27,9 21 250 30,3 23 281,8 34,1 25 200 29,1 21 250 36,4 26 290 42,2 31 338,2 49,2 36 210 35,6 25 270 45,8 33 330 56 40 394,5 66,9 48 240 46,5 33 310 60,1 42 380 73,7 52 450,9 87,4 61 270 58,9 41 350 76,3 53 430 93,8 65 507,2 110,6 76 300 72,7 64 390 94,5 83 480 116,3 102 563,6 136,6 120 330 88 93 430 114,6 122 520 138,6 147 620 165,3 175 360 104,7 152 470 136,7 198 570 165,8 241 676,3 196,7 286 375 113,6 141 480 145,4 181 590 178,7 222 704,5 213,4 265 420 142,5 175 530 179,8 220 635 215,5 264 789 267,7 328



Chemical anchors



10



Mortar volume2)



Mechanical anchors



8



Design value



Plastic / Light duty metal anchors



Rebar-size



Overlap length



Concrete



Pre-calculated values – overlap length Rebar yield strength fyk=500 N/mm2, concrete c25/30, good bond conditions



103



Concrete



Pre-calculated values – overlap length Rebar yield strength fyk=500 N/mm2, concrete c25/30, good bond conditions Rebar-size



Overlap length



Design value



Mortar volume2)



Overlap length



Design value



Mortar volume2)



l0[mm]



NRd [KN]



VM [ml]



l0 [mm]



NRd [KN]



VM [ml]



199 281 413 534 261 369 543 699 465 658 968 1295 624 884 1040 1676



450 528 700 845,4 480 650 800 901,8 540 720 900 1053,5 600 750 990 1217,4



Chemical anchors



1=2=3=4=5=1,0 30



32



Plastic / Light duty metal anchors



Mechanical anchors



36



40 1) 2)



450 635 935 1207,7 480 680 1000 1288,2 540 765 1125 1505,0 600 850 1000 1739,1



114,5 161,6 237,9 307,3 130,3 184,6 271,4 349,7 158,8 225,0 330,8 442,6 188,5 267,0 314,2 505,9



1=3=4=1,0 163,6 191,9 254,5 307,3 186,1 252 310,2 349,7 218,1 290,0 363,5 442,6 269,3 336,6 444,3 546,4



2 or 5=0,7 199 233 309 374 261 353 434 490 465 620 774 907 624 780 1030 1267



Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar corresponds to the formula “1,2(d0²-ds²)lb/4” for hammer drilling



Fire resistance a) Anchoring application inst



Anchoring application beam-wall connections with a concrete cover of 20 mm Maximum force (Fs,T,max) in rebar in conjunction with HIT-RE 100 as a function of embedment depth (inst ) for the fire resistance classes F30 to F240 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 100 3,4 1,0 0,2 110 4,3 1,7 0,5 140 6,9 4,2 2,2 0,9 160 8,6 6,0 3,9 2,1 0,5 260 14,6 12,5 10,7 7,7 5,3 16,8 8 290 15,1 13,3 10,3 7,9 310 15,1 12,1 9,6 16,8 16,8 330 13,8 11,4 16,8 16,8 370 14,8 16,8 16,8 400 104 Feb-18



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Maximum force (Fs,T,max) in rebar in conjunction with HIT-RE 100 as a function of embedment depth (inst ) for the fire resistance classes F30 to F240 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 110 5,3 2,1 0,6 140 8,6 5,3 2,7 1,2 160 10,8 7,4 4,8 2,7 0,6 260 21,6 18,3 15,7 13,4 9,7 6,6 290 24,8 21,5 18,9 16,7 12,9 9,9 26,2 10 310 23,7 21,1 18,8 15,1 12,0 340 24,3 22,1 18,3 15,3 26,2 360 24,2 20,5 17,5 26,2 26,2 380 22,7 19,6 26,2 26,2 26,2 450 130 9,0 5,0 2,2 0,8 140 10,3 6,3 3,2 1,4 160 12,9 8,9 5,8 3,2 0,8 260 25,9 21,9 18,8 16,1 11,6 7,9 37,7 12 360 35,0 31,8 29,1 24,6 20,9 390 35,7 33,0 28,5 24,8 37,7 37,7 450 36,3 32,6 37,7 37,7 37,7 37,7 500 160 15,1 10,4 6,8 3,7 0,9 260 30,2 25,6 21,9 18,8 13,5 9,3 360 45,4 40,8 37,1 33,9 28,7 24,4 51,3 14 400 46,8 43,2 40,0 34,8 30,5 450 50,8 47,6 42,4 38,1 51,3 51,3 500 50,0 45,7 51,3 51,3 51,3 51,3 550 0,9 180 20,7 15,4 11,2 7,6 2,7 10,6 260 34,5 29,3 25,1 21,5 15,5 27,9 360 51,9 46,6 42,4 38,8 32,8 67,0 16 43,5 450 62,2 58,0 54,4 48,4 52,2 500 66,7 63,1 57,1 67,0 67,0 60,9 550 65,8 67,0 67,0 67,0 67,0 600 200 27,2 21,2 16,5 12,4 5,9 2,6 260 38,9 32,9 28,2 24,1 17,4 11,9 360 58,4 52,4 47,7 43,6 36,9 31,4 84,8 18 500 79,7 75,0 71,0 64,2 58,7 550 80,7 74,0 68,5 84,8 84,8 84,8 600 83,8 78,2 84,8 84,8 84,8 650 220 34,5 27,9 22,7 18,2 10,7 5,5 260 43,2 36,6 31,3 26,8 19,4 13,2 360 64,9 58,3 53,0 48,5 41,0 34,9 104,7 20 550 99,4 94,2 89,7 82,2 76,1 600 104,7 100,5 93,1 86,9 104,7 104,7 650 103,9 97,8 104,7 104,7 104,7 104,7 700 240 42,7 35,5 29,7 24,7 16,5 9,9 360 71,3 64,1 58,3 53,3 45,1 38,4 500 104,7 97,5 91,7 86,7 78,5 71,8 126,7 22 600 121,3 115,5 110,6 102,4 95,6 650 122,5 114,3 107,5 126,7 126,7 126,7 700 126,2 119,5 126,7 126,7 126,7 750 270 54,4 46,5 40,2 34,8 25,8 18,5 360 77,8 69,9 63,6 58,2 49,2 41,9 150,8 24 650 145,3 139,1 133,6 124,7 117,3 150,8 700 146,6 137,7 130,3 150,8 150,8 750 150,7 143,3 Feb-18 105



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Maximum force (Fs,T,max) in rebar in conjunction with HIT-RE 100 as a function of embedment depth (inst ) for the fire resistance classes F30 to F240 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 150,8 150,8 150,8 800 280 59,4 51,1 44,6 38,9 29,6 22,0 360 81,1 72,8 66,3 60,6 51,3 43,6 700 158,4 152,8 143,4 135,8 163,6 25 750 157,0 149,3 163,6 163,6 163,6 163,6 800 162,9 163,6 163,6 850 290 64,6 56,0 49,2 43,3 33,6 25,6 360 84,3 75,7 68,9 63,0 53,3 45,4 700 171,5 164,7 158,9 149,2 141,2 177,0 26 750 173,0 163,2 155,3 177,0 177,0 177,0 800 169,4 177,0 177,0 177,0 850 300 70,0 61,1 54,0 47,9 37,8 29,6 500 128,5 119,6 112,5 106,4 96,4 88,1 750 185,7 179,6 169,5 161,2 190,9 27 800 184,2 175,9 190,9 190,9 190,9 190,9 850 190,5 190,9 190,9 900 300 75,6 66,4 59,0 52,7 42,3 33,7 500 133,3 124,0 116,7 110,4 99,9 91,3 750 199,9 192,6 186,3 175,8 167,2 205,3 28 800 201,4 191,0 182,4 205,3 205,3 205,3 850 197,6 205,3 205,3 205,3 900 330 87,5 77,6 69,8 63,0 51,8 42,6 500 142,8 132,9 125,0 118,3 107,1 97,9 800 230,4 222,6 215,8 204,6 195,4 235,6 30 850 232,1 220,9 211,7 235,6 235,6 235,6 900 227,9 235,6 235,6 235,6 950 350 100,3 89,7 81,4 74,1 62,2 500 152,3 141,8 133,4 126,2 114,2 104,4 268,1 32 850 263,2 254,8 247,5 235,6 225,8 268,1 900 264,9 252,9 243,1 268,1 268,1 268,1 268,1 950 260,5 370 113,9 102,7 93,8 86,1 73,4 63,0 500 161,8 150,6 141,7 134,0 121,3 110,9 302,6 34 900 298,0 289,1 281,4 268,8 258,3 302,6 302,6 302,6 950 299,9 287,2 276,8 400 132,3 120,5 111,0 102,9 89,5 78,4 600 210,4 198,5 189,1 180,9 167,5 156,5 339,3 36 800 288,4 276,5 267,1 259,0 245,5 234,5 339,3 950 335,1 325,6 317,5 304,1 293,0 450 168,7 155,5 145,1 136,0 121,1 108,8 600 233,8 220,6 210,1 201,0 186,1 173,9 40 800 320,5 307,3 296,8 287,8 272,8 260,6 950 385,5 372,3 361,8 352,8 337,9 325,6 *For additional values please check GS 3.2/15-431-4 fire report. Characteristic yield strength fyk = 500 N/mm² Steel failure



106



Feb-18



Max. bond stress, fbd,FIRE , depending on actual clear concrete cover for classifying the fire resistance. It must be verified that the actual force in the bar during a fire, Fs,T , can be taken up by the bar connection of the selected length, inst. Note: Cold design for ULS is mandatory.



Concrete



b) Overlap joint application



Chemical anchors



Fs, T  (inst – cf)     fbd,FIRE where: (inst – cf)  s; = lap length = nominal diameter of bar



s 



inst – cf = selected overlap joint length; this must be at least s, fbd,FIRE



but may not be assumed to be more than 80  = bond stress when exposed to fire



Critical temperature-dependent bond stress, fbd,FIRE, concerning “overlap joint” for Hilti HIT-RE 100 injection adhesive in relation to fire resistance class and required minimum concrete coverage c. Clear concrete cover c



Max. bond stress, c [N/mm²] R30



50 60 70 80



0,9 1,7 2,7



R60



250 260



1,0 1,4 1,9



0,7 1,0



R180



R240



2,5 3,1



3,5



1,4 1,9 2,4 2,9 3,4



3,5 3,5



0,7 1,0 1,3 1,7 2,1 2,5 2,9



0,9 1,1 1,4 1,7



3,3



2,1 2,5 2,8 3,1



3,5 3,5



Plastic / Light duty metal anchors



1,6 2,3 3,0



130 140 150 160



210 220 230 240



R120



1,0



90 100 110 120



170 180 190 200



R90



Mechanical anchors



[mm]



3,5



Materials Material quality Part Rebar EN 1992-1-1:2004+AC:2010



Feb-18



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1/NA:2013 fuk = ftk = k · fyk



107



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions: in dry environment at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-RE 100: low displacements with long term stability, failure load after exposure above reference load. Resistance to chemical substances Chemical



Resistance



Chemical



Resistance



Acetic acid 100% Acetic acid 10% Hydrochloric Acid 20%



o + +



Methanol 100% Peroxide of hydrogen 30% Solution of phenol (sat.)



o o -



Nitric Acid 40% Phosphoric Acid 40% Sulphuric acid 40% Ethyl acetate 100% Acetone 100%



+ + o -



Sodium hydroxide pH=14 Solution of chlorine (sat.)



+ +



Solution of hydrocarbons (60 % vol Toluene, 30 % vol Xylene,10 % vol Methyl naphtalene)



+



Ammoniac 5% Diesel 100% Gasoline 100% Ethanol 96%



o + + o



Salted solution 10% sodium chloride Suspension of concrete (sat.) Chloroform 100%



+



Xylene 100%



+



Machine oils 100% + + resistant o resistant in short term (max. 48h) contact not resistant



+ +



Electrical Conductivity HIT-RE 100 in the hardened state is not conductive electrically. Its electric resistivity is 1,41010 ∙m (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchorings (ex: railway applications, subway). Installation temperature range: +5°C to +40°C Service temperature range Hilti HIT-RE 100 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +80 °C



+50 °C



+80 °C



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



108



Feb-18



Initial curing time tcure,inib)



Minimum curing time tcure



-5 °C  TBM 



2 hours



18 hours



72 hours



10 °C  TBM  14 °C



1,5 hours



12 hours



48 hours



15 °C  TBM  19 °C



30 min



8 hours



24 hours



20 °C  TBM  24 °C



25 min



6 hours



12 hours



25 °C  TBM  29 °C



20 min



5 hours



10 hours



30 °C  TBM  39 °C



12 min



4 hours



8 hours



12 min



2 hours



4 hours



9 °C



40 °C a) b)



Concrete



Maximum working time twork



Chemical anchors



Working time and curing timea) Temperature IN the base material TBM



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled. After tcure,ini has elapsed preparation work may continue



Installation equipment Rebar – size Rotary hammer



8-16 18-40 TE2(-A) – TE30(-A) TE40 – TE80 Blow out pump (hef ≤ 10∙d) Compressed air guna) Set of cleaning brushesb), dispenser, piston plug



Other tools a) b)



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm)



Minimum concrete cover cmin of the post-installed rebar Rebar – size [mm]



Hammer drilling (HD) Compressed air drilling (CA)



 < 25  ≥ 25  < 25  ≥ 25  < 25  ≥ 25



Diamond coring dry (PCC) or wet (DD)



Feb-18



Minimum concrete cover cmin [mm] Without drilling aid



With drilling aid



30 + 0,06 · lv ≥ 2 ·  40 + 0,06 · lv ≥ 2 ·  50 + 0,08 · lv 60 + 0,08 · lv ≥ 2 ·  Drill stand is used as drilling aid



30 + 0,02 · lv ≥ 2 ·  40 + 0,02 · lv ≥ 2 ·  50 + 0,02 · lv 60 + 0,02 · lv ≥ 2 ·  30 + 0,02 · lv ≥ 2 ·  40 + 0,02 · lv ≥ 2 · 



Plastic / Light duty metal anchors



Drilling method



Mechanical anchors



Setting information



109



Rebar [mm]



8 10 12 14 16 18 20 22 24 25 26 28



Mechanical anchors Plastic / Light duty metal anchors



Hammer drill Compressed (HD) air drill (CA)



Diamond core Wet (DD)



Dry (PCC)



b)



Brush HIT-RB



d0 [mm]



Chemical anchors



Concrete



Drilling and cleaning diameters



30 32 34 36 40 a) b)



12 (10a)) 14 (12a)) 16 (14a)) 18 20 22 25 (24a)) 28 32 32 (30a)) 35 35 37 40 45 45 55



Both of a given values can be used. No cleaning required.



17 17 20 22 26 28 32 32 (30a)) 35 35 35 40 42 45 57



12 (10a)) 14 (12a)) 16 (14a)) 18 20 22 25 28 32 32 (30a)) 35 35 35 40 42 47 52 -



size



35 35 35 35 35 47 47 47 52



Dispenser and corresponding maximum embedment depth v,max Dispenser HDM 330, HDM 500 Rebar v,max [mm] 8 to 10 1000 12 to 14 16 18 to 20 700 22 to 25 500 26 to 28 30 to 32 34 to 40



110



Air nozzle HIT-RB



12 (10a)) 14 (12a)) 16 (14a)) 18 18 20 22 22 25 (24a)) 28 28 32 32 (30a)) 35 35 35 37 40 42 45 45 47 52 55



12 (10a)) 14 (12a)) 16 (14a)) 16 18 20 20 22 25 (24a)) 25 28



32



HDE 500 1000 1200 1500 1300 1000 700 500



Feb-18



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 100.



Hammer drilled hole (HD)



Diamond Drilling (DD)



Hammer Drilling:



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Wet diamond coring: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 . Dry diamond coring: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Feb-18



111



Plastic / Light duty metal anchors



Hammer Drilling:



Mechanical anchors



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Concrete



Injection method for drill hole depth



Chemical anchors



hef > 250mm.



Injection method for overhead application.



Mechanical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Setting element for overhead applications, observe working time “twork”.



Apply full load only after curing time “tcure“.



112



Feb-18



Feb-18



113



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Concrete



HIT-HY 110 injection mortar



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits Hilti HIT-HY 110 330 ml foil pack (also available as 500 ml and 1.400 ml foil pack)



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



- Suitable non-cracked concrete C 20/25 to C 50/60 - High corrosion a) / corrosion ressitant - Suitable for dry and water saturated concrete



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8-M30)



a)



Base material



a)



- In service temperature rangeup to 120°C short term / 72°C long term



Load conditions



Dry concrete



Wet concrete



Installation conditions



Hammer drilling



- Large diameter applications



Anchor rod: HAS-(E) HAS-(E)R HAS-(E)RHCR (M8-M30) Internally threaded sleeve: HIS-N HIS-RN (M8-M20)



Applications only for HIT-V rods



Concrete (non-cracked)



- Small edge distance and anchor spacing possible



Variable embedment depth



Applications only for HIT-V rods



Static/ quasi-static



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Corrosion resistance



High corrosion resistance a)



Approvals / certificates Description European technical assessment a) a)



114



Authority / Laboratory DIBt, Berlin



All data given in this section according to ETA-08/0341 issue 2013-03-18.



No. / date of issue ETA-08/0341 / 2013-03-18



Feb-18



Anchor size HIT-V Typical embedment depth hef Base material thickness h HIS-N Typical embedment depth hef material thickness h Base



M8



M10



M12



M16



M20



M24



M27



M30



[mm] [mm]



80 110



90 120



110 140



125 165



170 220



210 270



240 300



270 340



[mm] [mm]



90 120



110 150



125 170



170 230



205 270



-



-



-



M8 18,9 26,3 9,5 13,7



M10 30,5 48,3 15,8 24,2



M12 44,1 70,4 22,1 41,0



M16 75,4 123,9 41,0 62,0



M20 121,1 114,5 64,1 57,8



M24 168,9 92,4 -



M27 203,6 120,8 -



M30 237,5 147,0 -



M8 18,0 25,0 9,0 13,0



M10 29,0 40,0 15,0 23,0



M12 42,0 60,0 21,0 39,0



M16 56,5 119,0 39,0 59,0



M20 90,8 109,0 61,0 55,0



M24 126,7 88,0 -



M27 152,7 115,0 -



M30 178,1 140,0 -



M8 12,0 17,5 7,2 10,4



M10 17,3 26,7 12,0 18,4



M12 25,3 40,0 16,8 26,0



M16 26,9 62,2 31,2 39,3



M20 43,2 74,1 48,8 36,7



M24 60,3 70,4 -



M27 72,7 92,0 -



M30 84,8 112,0 -



M8 8,6 12,5 5,1 7,4



M10 12,3 19,0 8,6 13,1



M12 18,1 28,6 12,0 18,6



M16 19,2 44,4 22,3 28,1



M20 30,9 53,0 34,9 26,2



M24 43,1 50,3 -



M27 51,9 65,7 -



M30 60,6 80,0 -



Mean ultimate resistance Anchor size Tension NRu,m Shear VRu,m



HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIS-N 8.8



[kN] [kN]



Characteristic resistance Anchor size Tension NRk Shear VRk



HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIS-N 8.8



Design resistance Anchor size HIT-V 5.8 Tension NRd HIS-N 8.8 HIT-V 5.8 Shear VRd HIS-N 8.8 Recommended loads a) Anchor size HIT-V 5.8 Tension NRec HIS-N 8.8 HIT-V 5.8 Shear VRec HIS-N 8.8 a)



Feb-18



[kN] [kN]



[kN] [kN]



[kN] [kN]



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



115



Mechanical anchors



Embedment depth and base material thickness



Plastic / Light duty metal anchors



All data in this section applies to  Correct setting (See setting instruction)  No edge distance and spacing influence  Steel failure  Base material thickness, as specified in the table  One typical embedment depth, as specified in the table  One anchor material, as specified in the tables  Concrete C 20/25, fck,cube = 25 N/mm²  Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



Chemical anchors



Concrete



Static and quasi-static loading (for a single anchor)



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Materials Mechanical properties for HIT-V and HAS Anchor size M8 HIT-V 5.8 500 HAS-(E) 5.8 HIT-V 8.8 800 Nominal tensile [N/mm²] HIT-V-R 700 strength fuk HAS-(E)R HIT-V-HCR 800 HAS-(E)-HCR HIT-V 5.8 400 HAS-(E) 5.8 HIT-V 8.8 640 Yield strength HAS-(E) 8.8 [N/mm²] fyk HIT-V-R 450 HAS-(E)R HIT-V-HCR 600 HAS-(E)-HCR 36,6 Stressed cross- HIT-V [mm²] section As HAS-(E) 32,8 HIT-V 31,2 Moment of [mm³] resistance W HAS-(E) 27,0



M10



M12



M16



M20



M24



M27



M30



500



500



500



500



500



500



500



800



800



800



800



800



800



800



700



700



700



700



700



500



500



800



800



800



800



700



700



700



400



400



400



400



400



400



400



640



640



640



640



640



640



640



450



450



450



450



450



210



210



600



600



600



600



400



400



400



58,0 52,3 62,3 54,1



84,3 76,2 109 93,8



157 144,0 277 244,0



245 225,0 541 474,0



353 324,0 935 809,0



459 427 1387 1274



561 519 1874 1706



Mechanical properties for HIS-N Anchor size Nominal tensile strength fuk Yield strength fyk Stressed cross-section A s Moment of resistance W



116



HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-(R)N Screw HIS-(R)N Screw



[N/mm²]



[N/mm²]



[mm²] [mm³]



M8



M10



M12



M16



M20



490 800 700 700 410 640 350 450 51,5 36,6 145 31,2



490 800 700 700 410 640 350 450 108,0 58 430 62,3



460 800 700 700 375 640 350 450 169,1 84,3 840 109



460 800 700 700 375 640 350 450 256,1 157 1595 277



460 800 700 700 375 640 350 450 237,6 245 1543 541



Feb-18



Nut Stainless Steel Threaded rod, HIT-V-R HAS-(E)R Washer Nut



Concrete



Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m



Chemical anchors



Zinc coated steel Threaded rod, HIT-V 5.8 (F) HAS-(E) M8 to M24 Threaded rod, HIT-V 8.8 (F) HAS-(E) M27 to M30 Washer



Material



Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 100881:2014 Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 100881:2014



Material quality for HIS-N Part Internal threaded sleeve HIS-N Screw 8.8



HIS-RN



Internal threaded sleeve Screw 70



Mechanical anchors



High corrosion resistant steel Threaded rod, Strength class 80 for ≤ M20 and class 70 for > M20, HIT-V-HCR Elongation at fracture A5 > 8% ductile HAS-(E)HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014



Material C-steel 1.0718 Steel galvanized ≥ 5 µm Strength class 8.8, A5 > 8 % Ductile Steel galvanized ≥ 5 µm Stainless steel 1.4401,1.4571 Strength class 70, A5 > 8 % Ductile Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362



Setting information Installation temperature range: -5°C to +40°C In service temperature range Hilti HIT-HY 110 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II Temperature range II



Feb-18



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C -40 °C to + 120 °C



Max. long term base material temperature + 24 °C + 50 °C + 72 °C



Max. short term base material temperature + 40 °C + 80 °C + 120 °C



117



Plastic / Light duty metal anchors



Material quality for HIT-V Part



Concrete



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Chemical anchors



Working time and curing time Temperature in the anchorage base



Maximum working time twork



Minimum curing time tcure



-5°C < TBM ≤ 0°C 0°C < TBM ≤ 5°C 5°C < TBM ≤ 10°C 10°C < TBM ≤ 20°C



90 min 45 min 25 min 6 min 4 min



9h 4,5 h 2h 90 min 50 min



2 min



40 min



20°C < TBM ≤ 30°C 30°C < TBM ≤ 40°C



Plastic / Light duty metal anchors



Mechanical anchors



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Setting details for HIT-V and HAS Anchor size Nominal diameter of d0 [mm] drill bit Diameter of element d [mm] Effective anchorage hef,min and drill hole depth a) [mm] hef,max for HIT-V Effective anchorage and drill hole depth a) hef [mm] for HAS Minimum base hmin [mm] material thickness Diameter of clearance df ≤ [mm] hole in the fixture Torque moment b) Tmax [Nm] Min. spacing smin [mm] Min. edge distance cmin [mm] Critical spacing for scr,sp [mm] splitting failure Critical edge distance ccr,sp for splitting failure c) Critical spacing for scr,N concrete cone failure Critical edge distance for concrete cone ccr,N failure d)



M8



M10



M12



M16



M20



M24



M27



M30



10



12



14



18



22



28



30



35



8 60



10 60



12 70



16 80



20 90



24 100



27 110



30 120



160



200



240



320



400



480



540



600



80



90



110



125



170



210



240



270



hef + 30 9



12



14



18



22



26



30



33



10 40 40



20 50 50



40 60 60



80 80 80



150 100 100



200 120 120



270 135 135



300 150 150



2 ccr,sp 1,0  hef



[mm]



hef + 2 d0



for h / hef ≥ 2,0



4,6 hef - 1,8 h for 2,0 > h / hef > 1,3 2,26 hef



for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) hef,min ≤ hef ≤ hef,max (hef: embedment depth) b) Maximum recommended torque moment to avoid splitting failure during installation with minimum spacing anchor edge distance c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



118



Feb-18



M12



M16



M20



d0



[mm]



14



18



22



28



32



d



[mm]



12,5



16,5



20,5



25,4



27,6



hef



[mm]



90



110



125



170



205



hmin [mm]



120



150



170



230



270



df



[mm]



9



12



14



18



22



hs



[mm]



8-20



10-25



12-30



16-40



20-50



40 40



45 45



55 55



65 65



90 90



smin [mm] cmin [mm] scr,sp [mm]



ccr,sp [mm]



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



scr,N [mm]



2 ccr,N



ccr,N [mm]



1,5 hef



Tmax [Nm]



10



20



40



80



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin), hef: embedment depth b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. c) Maximum recommended torque moment to avoid splitting failure during installation with minimun spacing and/or edge distance.



Feb-18



Chemical anchors



Concrete Critical spacing for concrete cone failure Critical edge distance for concrete cone failure b) Torque moment c)



M10



Mechanical anchors



Critical edge distance for splitting failure a)



M8



Plastic / Light duty metal anchors



Setting details for HIS-N Anchor size Nominal diameter of drill bit Diameter of element Effective anchorage and drill hole depth Minimum base material thickness Diameter of clearance hole in the fixture Thread engagement length min-max Min. spacing Min. edge distance Critical spacing for splitting failure



150



119



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Installation equipment Anchor size HIT-V / HAS Rotary hammer HIS-N Other tools



M8



M10 M12 M16 M20 M24 M27 TE 2– TE 30 TE 40 – TE 80 TE 2– TE 30 TE 40 – TE 80 compressed air gun or blow out pump set of cleaning brushes, dispenser



M30



Drilling and cleaning parameters HIT-V HAS



HIS-N



M8 M10 M12 M16 M20 M24 M27 M30



M8 M10 M12 M16 M20 -



Hammer drill d0 [mm]



10 12 14 18 22 28 30 32 35



Brush HIT-RB



10 12 14 18 22 28 30 32 35



size [mm]



Piston plug HIT-SZ



12 14 18 22 28 30 32 35



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 110. Drilling Hammer drilled hole (HD)



Cleaning Manual cleaning (MC) Non-cracked concrete only for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d or h0 ≤ 160.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



120



Feb-18



Concrete



Injection system



Chemical anchors



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Setting element, observe working time “twork”,



Setting element for overhead applications, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



121



Plastic / Light duty metal anchors



Setting the element



Mechanical anchors



Injection method for overhead application or installation with embedment depth hef > 250mm.



Concrete



HIT-HY 110 injection mortar



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits - Suitable non-cracked concrete C 20/25 to C 50/60



Hilti HIT-HY 110



Chemical anchors



330 ml foil pack (also available as 500 ml and 1.400 ml foil pack)



Mechanical anchors



- Small edge distance and anchor spacing possible - Large diameter applications - In service temperature range up to 120°C short term / 72°C long term



Rebar B St 500 S (8-25)



Base material



Plastic / Light duty metal anchors



- Suitable for dry and water saturated concrete



Concrete (non-cracked)



Load conditions



Dry concrete



Wet concrete



Installation conditions



Hammer drilling b)



Variable embedment depth



Applications only for HIT-V rods



Static/ quasi-static



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Approvals / certificates Description European technical assessment a) b)



Authority / Laboratory DIBt, Berlin



All data given in this section according to ETA-08/0341 issue 2013-03-18.



No. / date of issue ETA-08/0341 / 2013-03-18



Static and quasi-static loading (for a single anchor) All data in this section applies to  Correct setting (See setting instruction)  No edge distance and spacing influence  Steel failure  Base material thickness, as specified in the table  One typical embedment depth, as specified in the table  Anchor material: Rebar B St 500 S  Concrete C 20/25, fck,cube = 25 N/mm²  Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



122



Feb-18



Anchor- size Typical embedment depth Base material thickness



8 80 110



10 90 120



12 110 140



14 125 165



16 170 220



20 210 270



25 240 300



Anchor- size Tensile NRu,m



[kN]



Shear VRu,m



8



10



12



14



16



20



25



22,8 14,7



32,0 23,1



47,0 32,6



55,0 44,1



72,9 57,8



106,8 90,3



164,9 141,8



8



10



12



14



16



20



25



17,1 9,3



24,0 14,7



35,2 20,7



41,2 28,0



54,7 36,7



80,1 57,3



123,7 90,0



8



10



12



14



16



20



25



11,4 9,3



13,4 14,7



19,6 20,7



19,6 28,0



26,0 36,7



38,1 57,3



58,9 90,0



8



10



12



14



16



20



25



8,1



9,5



14,0



14,0



18,6



27,2



42,1



6,7



10,5



14,8



20,0



26,2



41,0



64,3



Characteristic resistance Anchor- size Tensile NRk Shear VRk



[kN]



Design resistance Anchor- size Tensile NRd Shear VRd



[kN]



Recommended loadsa) Anchor- size Tensile NRec Shear VRec a)



[kN]



With overall partial safety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Materials Mechanical properties Anchor size Nominal tensile strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W Material quality Part Rebar EN 1992-1-1



Feb-18



8



10



12



14



16



20



25



[N/mm²]



550



550



550



550



550



550



550



[N/mm²]



500



500



500



500



500



500



500



[mm²]



50,3



78,5



113,1



153,9



201,1



314,2



490,9



[mm³]



50,3



98,2



169,6



269,4



402,1



785,4



1534



Material Mechanical properties according to DIN 488-1:1984 Geometry according to DIN 488-21:1986



123



Mechanical anchors



Mean ultimate resistance



Chemical anchors



The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.



Plastic / Light duty metal anchors



a)



[mm] [mm]



Concrete



Embedment depth a) and base material thickness for static and quasi-static loading data



Concrete



Chemical anchors



Setting information Installation temperature range: -5°C to +40°C In service temperature range Hilti HIT-HY 110 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Base material temperature - 40 °C to + 40 °C - 40 °C to + 80 °C - 40 °C to + 120 °C



Temperature range Temperature range I Temperature range II Temperature range II



Max. long term base material temperature + 24 °C + 50 °C + 72 °C



Max. short term base material temperature + 40 °C + 80 °C + 120 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Plastic / Light duty metal anchors



Mechanical anchors



Working time and curing time Temperature in the anchorage base



Maximum working time twork



Minimum curing time tcure



-5°C < TBM ≤ 0°C



90 min 45 min



9h 4,5 h



25 min 6 min 4 min 2 min



2h 90 min 50 min 40 min



0°C < TBM ≤ 5°C 5°C < TBM ≤ 10°C 10°C < TBM ≤ 20°C 20°C < TBM ≤ 30°C 30°C < TBM ≤ 40°C



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Setting details Anchor size Nom. diameter of drill bit Effective anchorage and drill hole depth range Minimum base material thickness Min. spacing Min. edge distance Critical spacing for splitting failure



8 10 12 d0 [mm] 10 / 12 a) 12 / 14 a) 14 a) 16 a) hef,min 60 60 70 [mm] hef,max 160 200 240 hef + 30 mm hmin [mm] ≥ 100 mm smin [mm] 40 50 60 cmin [mm] 40 50 60 scr,sp



Critical edge distance for ccr,sp splitting failure b) Critical spacing for scr,N concrete cone failure Critical edge distance for ccr,N concrete cone failure c)



[mm]



[mm]



14 18 75 280



16 20 80 320



20 25 90 400



25 32 100 500



100 100



125 125



hef + 2 d0 70 70



80 80



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Each of the two given values can be used. b) h: base material thickness (h ≥ hmin), hef: embedment depth c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



124



Feb-18



Concrete 10



Rotary hammer



Feb-18



16



20



25



TE 40 – TE 70



compressed air gun or blow out pump set of cleaning brushes, dispenser



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 25 32



Each of the two given values can be used



Brush HIT-RB



Piston plug HIT-SZ size [mm]



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 25 32



Mechanical anchors



Drilling and cleaning parameters Hammer drilling (HD) Rebar d0 [mm]



a)



14



TE 2 – TE 30



Other tools



8 10 12 14 16 20 25



12



Chemical anchors



8



- / 12 12 / 14 a) 14 / 16 a) 18 20 25 32



Plastic / Light duty metal anchors



Installation equipment Anchor size



125



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 110. Drilling Hammer drilled hole (HD)



Cleaning Manual cleaning (MC) Non-cracked concrete only



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



Injection system



Plastic / Light duty metal anchors



Mechanical anchors



for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d or h0 ≤ 160.



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for overhead application or installation with embedment depth hef > 250mm.



126



Feb-18



Concrete



Setting the element



Setting element for overhead applications, observe working time “twork”.



Chemical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



127



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Hilti HIT-HY 110



Chemical anchors



Concrete



HIT-HY 110 injection mortar



500 ml foil pack (also available as 330 ml foil pack)



Rebar (8-25)



Plastic / Light duty metal anchors



Mechanical anchors



Base material



Benefits - Suitable for concrete C 12/15 to C 50/60 - Suitable for dry and water saturated concrete - For rebar diameters up to 25 mm - Non corrosive to rebar elements - Good loading capacity and fast cure - Suitable for applications down to -5 °C - Suitable for embedment depth up to 1500 mm depending on the rebar diameter



Load conditions



Concrete (non-cracked)



Static/ quasi-static



Installation conditions



Other information



Hammer drilled holes



European Technical Assessment



CE conformity



Approvals / certificates Description European technical approval



a)



Authority / Laboratory DIBt, Berlin



All data given in this section according to ETA-13/1037, issue 2014-05-26.



No. / date of issue ETA-13/1037 / 2014-05-26



Static and quasi-static loading Design bond strength in N/mm² according to ETA 11/0492 for good bond conditions for hammer drilling and compressed air drilling. Concrete class Rebar (mm) C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 8 - 25 1,6 2,0 2,3 2,7 3,0 3,0 3,0 3,4 3,7 For all other bond conditions, multiply the value by 0.7.



Anchorage length The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1:2004+AC:2010 (b,min acc. to Eq. 8.6 and Eq. 8.7 and 0,min acc. to Eq. 8.11) shall be multiplied by a factor according to Table below. Concrete class Drilling method Factor C12/15 to C25/30 1,0 C30/37 1,1 Hammer drilling (HD) and compressed air drilling (CA) C35/45 to C40/50 1,2 C45/55 to C50/60 1,3



128



Feb-18



Concrete



Example of pre-calculated values for rebar yield strength fyk = 500 N/mm², concrete C25/30 and good bond conditions



Feb-18



129



Mechanical anchors



Chemical anchors



Anchorage length lbd [mm]



Plastic / Light duty metal anchors



Design Mortar Anchorage Design value Mortar value NRd volume length lbd NRd volume [mm] [kN] [ml] [mm] [kN] [ml] All α = 1 One of the α = 0.7 100 (minimum) 6,8 7,5 100 9,7 8 170 11,5 13 140 13,6 11 8 250 17,0 19 180 17,4 14 322 (yelding) 21,9 225 21,8 24 17 121 10,3 11 121 14,7 11 220 18,7 20 170 20,6 15 10 310 26,3 28 230 27,9 21 403 34,2 282 34,2 36 26 145 14,8 15 145 21,1 15 260 26,5 27 210 30,5 22 12 370 37,7 39 270 39,3 29 483 49,2 338 49,1 51 36 169 20,1 20 169 28,7 20 300 35,6 36 240 40,7 29 14 430 51,1 52 320 54,3 39 564 67,0 395 67,0 68 48 193 26,2 26 193 37,4 26 340 46,1 46 280 54,3 38 16 490 66,5 67 370 71,7 50 644 87,4 451 87,4 87 61 218 33,3 33 218 47,5 33 310 47,3 47 310 67,6 47 18 410 62,6 62 410 89,4 62 500 76,3 500 109,1 75 75 242 41,1 51 242 58,6 51 330 56,0 70 330 80,0 70 20 410 69,6 87 410 99,4 87 500 84,8 500 121,2 106 106 266 49,6 75 266 70,9 75 340 63,4 96 340 90,6 96 22 420 78,4 119 420 112,0 119 500 93,3 500 133,3 141 141 290 59,0 122 290 84,3 122 360 73,3 152 360 104,7 152 24 430 87,5 182 430 125,1 182 500 101,8 500 145,4 211 211 302 64,0 114 302 91,5 114 370 78,5 139 370 112,1 139 25 430 91,2 162 430 130,3 162 500 106,0 500 151,5 188 188 * Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar correspond to the formula “1,2(d0²-ds²)lb/4” for hammer drilling Rebar



Concrete



Materials Material quality Part



Chemical anchors



Rebar EN 1992-1-1



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Fitness for use Temperature range Temperature range II



Base material temperature - 40 °C to + 80 °C



Max. short term base material temperature + 80 °C



Working time tworka)



Curing time tcure



-5 °C to -1 °C



90 min



9h



0 °C to 4 °C 5 °C to 9 °C 10 °C to 19 °C 20 °Cto 29 °C 30 °C to 40 °C b)



45 min 20 min 6 min 4 min 2 min



4,5 h 2h 90 min 50 min 40 min



Setting information Installation equipment Rebar [mm] Rotary hammer Other tools



Plastic / Light duty metal anchors



Mechanical anchors



Curing and working time Temperature of the base material TBM



Max. long term base material temperature + 50 °C



130



8



10



12



14



16



18



20



22



24



25



TE 2 – TE 40 TE 40 – TE 70 compressed air gun or blow out pump, set of cleaning brushes



Feb-18



Compressed air drill (CA)



Brush HIT-RB



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 22 25 28 32 32



8 10 12 14 16 18 20



a)



22 24 25



Maximum installation length l=250 mm.



size [mm]



17 17 20 22 26 28 32 32



Dispensers and corresponding maximum embedment depth v,max



12 / 10 a) 14 / 12 a) 16 / 14 a) 16 18 20 20 22 25 25 28 32 -



Dispenser



HDM 330, HDM 500



HDE 500



v,max [mm]



v,max [mm]



8 - 10



700



1000



12



700



1150



14



700



1300



16



700



1500



18 - 25



500



500



Rebar



Feb-18



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 18 20 22 22 25 28 28 32 32



Chemical anchors



d0 [mm]



Air nozzle HIT-RB



Mechanical anchors



Hammer drill (HD)



Plastic / Light duty metal anchors



Rebar [mm]



Concrete



Drilling and cleaning diameters



131



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 110. Drilling Hammer drilled hole (HD)



Cleaning Manual cleaning (MC) Non-cracked concrete only



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



Injection system



Plastic / Light duty metal anchors



Mechanical anchors



for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d or h0 ≤ 160.



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for overhead application or installation with embedment depth hef > 250mm.



132



Feb-18



Concrete



Setting the element



Setting element for overhead applications, observe working time “twork”.



Chemical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



133



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits



Mechanical anchors Plastic / Light duty metal anchors



- Suitable for cracked a) and noncracked concrete C 20/25 to C 50/60 - High corrosion a) / corrosion resistant



Hilti HIT-HY 100 330 ml foil pack



Chemical anchors



Concrete



HIT-HY 100 injection mortar



(also available as 500 ml foil pack)



- Suitable for dry and water saturated concrete



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8-M30)



a)



Internally threaded sleeve: HIS-N HIS-RN sleeves (M8-M20)



Applications only with HIT-V anchor rods



Base material



Concrete (non-cracked)



a)



- In service temperature rangeup to 80°C short term / 50°C long term



Load conditions



Concrete (cracked) a)



Dry concrete



Installation conditions



Hammer drilling



- Small edge distance and anchor spacing possible



Variable embedment depth



Applications only for HIT-V rods.



Wet concrete



Static/ quasi-static



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Corrosion resistance



High corrosion resistance a)



Approvals / certificates Description European technical assessment a) a)



134



Authority / Laboratory CSTB, Marne-la-Vallèe



All data given in this section according to ETA-14/0009 issue 2014-05-24.



No. / date of issue ETA-14/0009 / 2014-05-24



Feb-18



Anchor size HIT-V Typical embedment depth Base material thickness HIS-N Typical embedment depth Base material thickness



M8



M10



M12



M16



M20



M24



M27



M30



[mm] [mm]



80 110



90 120



110 140



125 165



170 220



210 270



240 300



270 340



[mm] [mm]



90 120



110 150



125 170



170 230



205 270



-



-



-



M8



M10



M12



M16



M20



M24



M27



M30



[kN]



18,9 26,3 9,5 13,7



30,5 48,3 15,8 24,2



44,1 70,4 22,1 41,0



83,0 123,9 41,0 62,0



129,2 114,5 64,1 57,8



185,9 92,4 -



241,5 120,8 -



287,2 147,0 -



[kN] [kN]



-



20,6 15,8



30,3 22,1



45,9 41,0



-



-



-



-



M8



M10



M12



M16



M20



M24



M27



M30



[kN]



18,0 25,0 9,0 13,0



29,0 46,0 15,0 23,0



42,0 67,0 21,0 39,0



70,6 95,0 39,0 59,0



111,9 109,0 61,0 55,0



153,7 88,0 -



187,8 115,0 -



216,3 140,0 -



[kN] [kN]



-



15,6 15,0



22,8 21,0



34,6 39,0



-



-



-



-



M8



M10



M12



M16



M20



M24



M27



M30



12,0 17,5 7,2 10,4



19,3 27,8 12,0 18,4



28,0 39,2 16,8 26,0



39,2 52,8 31,2 39,3



62,2 63,9 48,8 36,7



85,4 70,4 -



104,3 92,0 -



120,2 112,0 -



-



8,6 12,0



12,7 16,8



19,2 31,2



-



-



-



-



Mean ultimate resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRu,m HIS-N 8.8 HIT-V 5.8 Shear VRu,m HIS-N 8.8 Cracked concrete Tension NRu,m Shear VRu,m



HIT-V 5.8 HIT-V 5.8



[kN]



Characteristic resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension Nk HIS-N 8.8 HIT-V 5.8 Shear Vk HIS-N 8.8 Cracked concrete Tension Nk Shear Vk



HIT-V 5.8 HIT-V 5.8



[kN]



Design resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRd HIS-N 8.8 HIT-V 5.8 Shear VRd HIS-N 8.8 Cracked concrete Tension NRd Shear VRd



Feb-18



HIT-V 5.8 HIT-V 5.8



[kN] [kN] [kN] [kN]



135



Mechanical anchors



Embedment depth and base material thickness



Plastic / Light duty metal anchors



All data in this section applies to -Correct setting (See setting instruction) -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



Chemical anchors



Concrete



Static and quasi-static loading (for a single anchor)



Concrete



Chemical anchors



Recommended loads



a)



Anchor size Non-cracked concrete HIT-V 5.8 Tension NRec HIS-N 8.8 HIT-V 5.8 Shear VRec HIS-N 8.8 Cracked concrete Tension NRec Shear VRec a)



[kN] [kN]



HIT-V 5.8 HIT-V 5.8



[kN] [kN]



M8



M10



M12



M16



M20



M24



M27



M30



8,6 12,5 5,1 7,4



13,8 19,8 8,6 13,1



20,0 28,0 12,0 18,6



28,0 37,7 22,3 28,1



44,4 45,6 34,9 26,2



61,0 50,3 -



74,5 65,7 -



85,8 80,0 -



-



6,2 8,6



9,1 12,0



13,7 22,3



-



-



-



-



M8 500 800 700 800 400 640 450 640



M10 500 800 700 800 400 640 450 640



M12 500 800 700 800 400 640 450 640



M16 500 800 700 800 400 640 450 640



M20 500 800 700 800 400 640 450 640



M24 500 800 700 700 400 640 450 400



M27 500 800 500 700 400 640 210 400



M30 500 800 500 700 400 640 210 400



36,6



58,0



84,3



157



245



353



459



561



31,2



62,3



109



277



541



935



1387



1874



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Plastic / Light duty metal anchors



Mechanical anchors



Materials Mechanical properties for HIT-V Anchor size HIT-V 5.8 Nominal tensile HIT-V 8.8 [N/mm²] strength fuk HIT-V-R HIT-V-HCR HIT-V 5.8 HIT-V 8.8 Yield strength [N/mm²] fyk HIT-V-R HIT-V-HCR Stressed crossHIT-V [mm²] section As Moment of HIT-V [mm³] resistance W



Mechanical properties for HIS-N Anchor size



M8



M10



M12



M16



M20



HIS-N Nominal tensile Screw 8.8 strength fuk HIS-RN Screw A4 - 70



[N/mm²]



490 800 700 700



490 800 700 700



460 800 700 700



460 800 700 700



460 800 700 700



[N/mm²]



410 640 350 450



410 640 350 450



375 640 350 450



375 640 350 450



375 640 350 450



51,5 36,6 145 31,2



108,0 58 430 62,3



169,1 84,3 840 109



256,1 157 1595 277



237,6 245 1543 541



Yield strength fyk



HIS-N Screw 8.8 HIS-RN Screw A4 - 70



Stressed cross- HIS-(R)N section As Screw HIS-(R)N Moment of resistance W Screw



136



[mm²] [mm³]



Feb-18



Stainless Steel



Concrete



Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HIT-V-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Threaded rod, HIT-V-R



Material quality for HIS-N Part HIS-N



HIS-RN



Material



Internal threaded sleeve



C-steel 1.0718 Steel galvanized ≥ 5 µm



Screw 8.8



Strength class 8.8, A5 > 8 % Ductile Steel galvanized ≥ 5 µm



Internal threaded sleeve



Stainless steel 1.4401,1.4571



Screw 70



Strength class 70, A5 > 8 % Ductile Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362



Setting information Installation temperature range: -10°C to +40°C In service temperature range Hilti HIT-HY 100 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Max. long term base material temperature + 24 °C + 50 °C



Max. short term base material temperature + 40 °C + 80 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Feb-18



137



Chemical anchors



Nut



Material



Mechanical anchors



Zinc coated steel Threaded rod, HIT-V 5.8 (F) Threaded rod, HIT-V 8.8 (F) Washer



Plastic / Light duty metal anchors



Material quality for HIT-V Part



Concrete



Chemical anchors



Working time and curing time Temperature of the base material



Maximum working time twork



Minimum curing time tcure



-10 °C < TBM ≤ -5 °C a) -5 °C < TBM ≤ 0 °C 0 °C < TBM ≤ 5 °C 5°C < TBM ≤ 20 °C



180 min 40 min 20 min 8 min



12 h 4h 2h 1h



20 °C < TBM ≤ 30 °C 30 °C < TBM ≤ 40 °C



5 min 2 min



30 min 30 min



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled. a) The foil pack temperature must be between 20ºC and 25ºC.



Setting details for HIT-V Anchor size Nominal diameter of drill bit Diameter of element



Plastic / Light duty metal anchors



Mechanical anchors



Effective anchorage and drill hole depth b) Minimum base material thickness c) Diameter of clearance hole in the fixture Min. spacing Min. edge distance Critical spacing for splitting failure



Critical edge distance for splitting failure a)



Critical spacing for concrete cone failure Critical edge distance for concrete cone failure d) Torque moment c)



M8



M10



M12



M16



M20



M24



M27



M30



[mm]



10



12



14



18



22



28



30



35



d [mm] hef,min [mm] hef,max



8 60 160



10 60 200



12 70 240



16 80 320



20 90 400



24 100 480



27 110 540



30 120 600



d0



hmin



[mm]



df



[mm]



9



12



14



18



22



26



30



33



smin cmin



[mm] [mm]



40 40



50 50



60 60



80 80



100 100



120 120



135 135



150 150



scr,sp



[mm]



200



270



300



ccr,sp



[mm]



hef + 30 ≥ 100 mm



hef + 2 d0



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



Tmax



[Nm]



10



20



40



80



150



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) both given values for drill bit diameter can be used b) hef,min ≤ hef ≤ hef,max (hef: embedment depth) c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. e) Maximum recommended torque moment to avoid splitting failure during installation with minimun spacing and/or edge distance.



138



Feb-18



Critical spacing for concrete cone failure Critical edge distance for concrete cone failure b) Torque moment c)



M16



M20



d0



[mm]



14



18



22



28



32



d



[mm]



12,5



16,5



20,5



25,4



27,6



hef



[mm]



90



110



125



170



205



hmin [mm]



120



150



170



230



270



df



[mm]



9



12



14



18



22



hs



[mm]



8-20



10-25



12-30



16-40



20-50



40 40



45 45



55 55



65 65



90 90



smin [mm] cmin [mm] scr,sp [mm]



ccr,sp [mm]



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



scr,N [mm]



2 ccr,N



ccr,N [mm]



1,5 hef



Tmax [Nm]



10



20



40



80



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. f) both given values for drill bit diameter can be used g) hef,min ≤ hef ≤ hef,max (hef: embedment depth) h) h: base material thickness (h ≥ hmin) i) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. j) Maximum recommended torque moment to avoid splitting failure during installation with minimun spacing and/or edge distance.



Installation equipment Anchor size HIT-V Rotary hammer HIS-N Other tools



Feb-18



Concrete



M12



Chemical anchors



M10



M8



M10 M12 M16 M20 M24 M27 TE 2 – TE 30 TE 40 – TE 80 TE 2 – TE 30 TE 40 – TE 80 compressed air gun or blow out pump set of cleaning brushes, dispenser



Mechanical anchors



Critical edge distance for splitting failure a)



M8



150



Plastic / Light duty metal anchors



Setting details for HIS-N Anchor size Nominal diameter of drill bit Diameter of element Effective anchorage and drill hole depth Minimum base material thickness Diameter of clearance hole in the fixture Thread engagement length min-max Min. spacing Min. edge distance Critical spacing for splitting failure



M30



139



Concrete



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Drilling and cleaning parameters HIT-V



HIS-N



M8 M10 M12 M16 M20 M24 M27 M30



M8 M10 M12 M16 M20 -



Hammer drill d0 [mm]



10 12 14 18 22 24 28 30 32 35



Brush HIT-RB



10 12 14 18 22 24 28 30 32 35



size [mm]



Piston plug HIT-SZ



12 14 18 22 24 28 30 32 35



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 100. Drilling Hammer drilled hole (HD)



Cleaning



Manual cleaning (MC) for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



140



Feb-18



Concrete



Injection system



Chemical anchors



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for overhead application and/or installation with embedment depth hef > 250 mm.



Setting the element



Setting element, observe working time “twork”,



Setting element for overhead applications, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



141



Plastic / Light duty metal anchors



Mechanical anchors



Injection method for application with embedment depth hef > 250mm.



Concrete



HIT-HY 100 injection mortar



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits - Suitable for cracked and noncracked concrete C 20/25 to C 50/60



Chemical anchors



Hilti HIT-HY 100 330 ml foil pack (also available as 500 ml foil pack)



- Small edge distance and anchor spacing possible



Mechanical anchors



- In service temperature rangeup to 80°C short term / 50°C long term



Rebar B500 B (8-25)



Base material



Plastic / Light duty metal anchors



- Suitable for dry and water saturated concrete



Concrete (non-cracked)



Load conditions



Concrete (cracked)



Dry concrete



Wet concrete



Installation conditions



Hammer drilling



Variable embedment depth



Static/ quasi-static



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Approvals / certificates Description European technical assessment a) b)



Authority / Laboratory CSTB, Marne-la-Vallèe



All data given in this section according to ETA-14/0009 issue 2014-05-24.



No. / date of issue ETA-14/0009 / 2014-05-24



Static and quasi-static loading (for a single anchor) All data in this section applies to - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - Anchor material: rebar B500 B - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



142



Feb-18



Anchor- size Typical embedment depth Base material thickness



8 80 110



10 90 120



12 110 140



14 125 165



16 145 185



20 170 220



25 210 274



The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.



Mean ultimate resistance Anchor- size



8



10



12



14



16



20



25



25,4 14,7



35,7 23,1



52,3 32,6



69,3 44,1



91,9 57,8



134,7 90,3



204,0 141,8



-



30,3 32,6



40,1 44,1



38,7 57,8



-



-



-



20,6 23,1



-



-



8



10



12



14



16



20



25



[kN]



19,1 14,0



26,9 22,0



39,4 31,0



52,2 42,0



69,2 55,0



101,5 86,0



153,7 135,0



[kN]



-



15,6 22,0



22,8 31,0



30,2 42,0



29,2 55,0



-



-



8



10



12



14



16



20



25



10,6



14,9



21,9



29,0



38,5



56,4



85,4



9,3



14,7



20,7



28,0



36,7



57,3



90,0



-



8,6 14,7



12,7 20,7



16,8 28,0



16,2 36,7



-



-



8



10



12



14



16



20



25



7,6 6,7



10,7 10,5



15,6 14,8



20,7 20,0



27,5 26,2



40,3 41,0



61,0 64,3



-



6,2



9,1



12,0



11,6



-



-



-



10,5



14,8



20,0



26,2



-



-



Non-cracked concrete Tensile NRu,m Shear VRu,m Cracked concrete Tensile NRu,m Shear VRu,m



[kN]



[kN]



Chemical anchors



a)



[mm] [mm]



Concrete



Embedment depth a) and base material thickness for static and quasi-static loading data



Non-cracked concrete Tensile NRk Shear VRk Cracked concrete Tensile NRk Shear VRk Design resistance Anchor- size Non-cracked concrete Tensile NRd Shear VRd Cracked concrete Tensile NRd Shear VRd



[kN]



[kN]



Recommended loadsa) Anchor- size Non-cracked concrete Tensile NRec Shear VRec Cracked concrete Tensile NRec Shear VRec a)



[kN]



[kN]



With overall partial safety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Feb-18



143



Plastic / Light duty metal anchors



Anchor- size



Mechanical anchors



Characteristic resistance



Concrete



Chemical anchors



Materials Mechanical properties Anchor size



Mechanical anchors



10



12



14



16



20



25



Nominal tensile strength fuk



[N/mm²]



550



550



550



550



550



550



550



Yield strength fyk



[N/mm²]



500



500



500



500



500



500



500



[mm²]



50,3



78,5



113,1



153,9



201,1



314,2



490,9



[mm³]



50,3



98,2



169,6



269,4



402,1



785,4



1534



Stressed cross-section As Moment of resistance W Material quality Part Rebar B500 B



Material EN 1992-1-1:2004 and AC:2010, Annex C Bars and de-coiled rods Class B or C with fyk and k according to NDP or NCL of EN 1992-1-1/NA:2013



Setting information Installation temperature range: -10°C to +40°C In service temperature range Hilti HIT-HY 100 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Plastic / Light duty metal anchors



8



Temperature range I Temperature range II



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Max. long term base material temperature + 24 °C + 50 °C



Max. short term base material temperature + 40 °C + 80 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Working time and curing time Temperature of the base material



Maximum working time twork



Minimum curing time tcure



-10 °C < TBM ≤ -5 °C a)



180 min 40 min



12 h 4h



20 min 8 min 5 min 2 min



2h 1h 30 min 30 min



-5 °C < TBM ≤ 0 °C 0 °C < TBM ≤ 5 °C 5°C < TBM ≤ 20 °C 20 °C < TBM ≤ 30 °C 30 °C < TBM ≤ 40 °C



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled. b) The foil pack temperature must be between 20ºC and 25ºC.



144



Feb-18



10



12



14



16



20



25



[mm]



12



14



16



18



20



25



32



hef,min [mm] hef,max



60 160



60 200



70 240



80 280



80 320



90 400



100 500



100 100



125 125



hmin



[mm]



hef + 30 mm



smin cmin



[mm] [mm]



40 40



scr,sp



[mm]



Critical edge distance for ccr,sp splitting failure a)



Critical spacing for scr,N concrete cone failure Critical edge distance for ccr,N concrete cone failure b)



[mm]



hef + 2 d0



50 50



60 60



70 70



80 80



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



Mechanical anchors



d0



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin), hef: embedment depth b) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side.



Installation equipment Anchor size Rotary hammer Other tools



Feb-18



8



10



12



14



16



TE 2 – TE 30



Concrete



8



20



25



TE 40 – TE 70



compressed air gun or blow out pump set of cleaning brushes, dispenser



145



Plastic / Light duty metal anchors



Anchor size Nominal diameter of drill bit Effective anchorage and drill hole depth range Minimum base material thickness Min. spacing Min. edge distance Critical spacing for splitting failure



Chemical anchors



Setting details



8 10 12 14 16 20 25



Chemical anchors



Concrete



Drilling and cleaning parameters Hammer drilling (HD) Rebar d0 [mm]



a)



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 25 32



Each of the two given values can be used



Brush HIT-RB



Piston plug HIT-SZ size [mm]



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 25 32



- / 12 12 / 14 a) 14 / 16 a) 18 20 25 32



Setting instructions *For detailed information on installation see instruction for use given with the package of the product.



Mechanical anchors



Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 100. Drilling Hammer drilled hole (HD)



Plastic / Light duty metal anchors



Cleaning



Manual cleaning (MC) for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



Injection system



Injection system preparation.



146



Feb-18



Concrete



Injection method for drill hole depth



Chemical anchors



hef ≤ 250 mm.



Injection method for application with embedment depth hef > 250mm.



Injection method for overhead application and/or installation with embedment depth hef > 250 mm.



Setting element for overhead applications, observe working time “twork”.



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



147



Plastic / Light duty metal anchors



Setting element, observe working time “twork”.



Mechanical anchors



Setting the element



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Benefits - Suitable for concrete C 12/15 to C 50/60 Hilti HIT-HY 100 High loading capacity and fast 330 ml foil pack cure (also available as - Suitable for dry and water 500 ml foil pack) saturated concrete - For rebar diameters up to 25 mm - Non corrosive to rebar elements - Suitable for applications down to Rebar B500 B -10 °C. (8-25) - Suitable for embedment depth up to 700 mm depending on the rebar diameter



Chemical anchors



Concrete



HIT-HY 100 injection mortar



Plastic / Light duty metal anchors



Mechanical anchors



Base material



Load conditions



Concrete (non-cracked)



Static/ quasi-static



Installation conditions



Hammer drilled holes



Fire resistance



Other information



Hollow drillbit drilling



European Technical Assessment



CE conformity



Corrosion tested



Approvals / certificates Description European technical Approval a) Assesment



a)



Authority / Laboratory DIBt, Berlin DIBt, Berlin



All data given in this section according to ETA-14/0001, issue 2014-02-12.



No. / date of issue ETA-14/0001 / 2014-02-12 I 26.1-1.21.8-22/14



Static and quasi-static loading Design bond strength in N/mm² according to ETA 11/0492 for good bond conditions for hammer drilling and compressed air drilling. Concrete class Rebar (mm) C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 8 – 24 1,6 2,0 2,3 2,7 3,0 3,4 3,4 3,4 3,7 25 1,6 2,0 2,3 2,7 3,0 3,4 3,7 3,7 3,7 For all other bond conditions, multiply the value by 0.7.



Anchorage length The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1:2004+AC:2010 (b,min acc. to Eq. 8.6 and Eq. 8.7 and 0,min acc. to Eq. 8.11) shall be multiplied by a factor according to Table below. Concrete class Drilling method Factor Hammer drilling and C12/15 to C50/60 1,5 compressed air drilling



148



Feb-18



Feb-18



149



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Example of pre-calculated values for rebar yield strength fyk = 500 N/mm², concrete C25/30 and good bond conditions. Anchorage length Design Mortar Anchorage Design value Mortar Rebar lbd value NRd volume length lbd NRd volume [mm] [mm] [kN] [ml] [mm] [kN] [ml] All α = 1 One of the α = 0.7 150 10,2 11 150 14,5 11 210 14,3 16 180 17,4 14 8 260 17,6 20 200 19,4 15 322 21,9 226 21,9 24 17 181 15,4 16 181 21,9 16 260 22,1 24 210 25,4 19 10 330 28,0 30 250 30,3 23 403 34,2 281 34,1 36 25 218 22,2 23 218 31,7 23 310 31,6 33 260 37,8 27 12 390 39,7 41 300 43,6 32 483 49,2 338 49,1 51 36 254 30,2 31 254 43,1 31 360 42,8 43 300 50,9 36 14 460 54,6 55 350 59,4 42 564 67,0 394 66,8 68 48 290 39,4 39 290 56,2 39 410 55,6 56 340 65,9 46 16 530 71,9 72 400 77,6 54 644 87,4 451 87,4 87 61 326 49,8 49 326 71,1 49 380 58,0 57 380 82,9 57 18 440 67,2 66 440 96,0 66 500 76,3 500 109,1 75 75 363 61,6 77 363 88,0 77 410 69,6 87 410 99,4 87 20 450 76,3 95 450 109,1 95 500 84,8 500 121,2 106 106 399 74,5 113 399 106,4 113 430 80,2 122 430 114,6 122 22 470 87,7 133 470 125,3 133 500 93,3 500 133,3 141 141 435 88,6 184 435 126,5 184 460 93,6 194 460 133,8 194 24 480 97,7 203 480 139,6 203 500 101,8 500 145,4 211 211 453 96,1 170 453 137,2 170 470 99,7 177 470 142,4 177 25 480 101,8 181 480 145,4 181 500 106,0 500 151,5 188 188 * Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar correspond to the formula “1,2(d0²-ds²)lb/4” for hammer drilling



Concrete



Fire loading: according to DIBt Z-21.8-2024 a) Fire situation “anchorage”



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



inst



Maximum force in rebar in conjunction with HIT-RE 500 SD as a function of embedment depth for the fire resistance classes F30 to F180 (yield strength fyk = 500 N/mm²) according to EC2. Fire resistance of bar in [kN] Max. Fs,T Bar  inst [kN] [mm] [mm] R30 R60 R90 R120 R180 80 3,0 0,7 0,2 0,0 0,0 120 7,0 2,2 1,3 0,7 0,2 170 10,2 9,2 4,0 1,7 8 16,19 210 11,0 7,5 230 16,2 14,5 10,9 16,2 16,2 250 14,5 16,2 300 16,2 100 6,1 2,0 1,0 0,4 0,0 150 19,3 9,3 7,1 2,2 1,0 190 18,0 15,9 9,3 4,9 10 25,29 230 24,7 18,1 13,7 25,3 260 24,7 20,3 25,3 280 25,3 24,7 25,3 320 25,3 120 15,3 6,0 1,9 1,1 0,3 180 31,0 19,0 17,8 8,5 7,0 220 29,6 27,0 19,1 13,8 12 36,42 260 29,7 24,4 280 36,4 35,0 29,6 36,4 36,4 300 34,9 36,4 340 36,4 140 24,0 9,9 6,9 2,6 1,0 210 45,0 31,4 28,5 25,7 13,0 240 40,6 37,7 32,8 22,3 14 49,58 280 40,7 34,6 300 49,6 44,7 40,7 49,6 49,6 330 48,1 49,6 360 49,6 160 34,5 18,4 14,9 4,4 2,3 240 62,6 46,4 43,0 37,7 25,5 260 64,8 53,5 50,0 44,7 32,5 16 64,75 300 64,8 57,0 51,7 49,6 330 64,8 61,3 57,2 360 64,8 62,7 400 64,8 200 60,7 40,0 36,3 29,3 14,3 250 78,3 62,5 58,3 51,3 36,3 310 101,2 88,9 84,6 77,6 62,6 20 101,18 350 101,2 101,2 94,2 80,2 370 101,2 83,5 390 97,8 430 101,2



150



Feb-18



25



158,09



32



158,09



inst [mm] 250 280 370 410 430 450 500 250 280 370 410 430 450 500



R30 97,9 126,5 158,1



Fire resistance of bar in [kN] [mm] [mm] 78,1 72,6 64,7 94,6 89,4 81,2 144,0 127,9 119,7 158,1 150,0 141,8 158,1 150,0 158,1



97,9 126,5 158,1



78,1 94,6 144,0 158,1



72,6 89,4 127,9 150,0 158,1



R30 45,3 61,8 111,2 123,2 144,2 155,2 158,1 45,3 61,8 111,2 123,2 144,2 155,2 158,1



64,7 81,2 119,7 141,8 150,0 158,1



Concrete



Max. Fs,T [kN]



Chemical anchors



Bar  [mm]



b) Fire situation “parallel” Max. bond stress, c, depending on actual clear concrete cover for classifying the fire resistance.



Fs, T  (inst – cf)     c where: (inst – cf)  s; = lap length = nominal diameter of bar



s 



inst – cf = selected overlap joint length; this must be at least s, but may not be assumed to be more than 80  = bond stress when exposed to fire



c



Critical temperature-dependent bond stress, c, concerning “overlap joint” for Hilti HIT-RE 500-SD injection adhesive in relation to fire resistance class and required minimum concrete coverage c. Clear concrete cover c [mm] 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 200



Feb-18



R30 0,6 0,7 0,9 1,0 1,2 1,5 1,8



2,2



Max. bond stress, c [N/mm²] R60 R90 R120 0,3 0 0,3 0,4 0,2 0 0,4 0,2 0,5 0,3 0,6 0,3 0,2 0,8 0,4 0,3 0,9 0,5 0,3 1,0 0,5 0,3 1,2 0,6 0,4 1,5 0,7 0,5 1,7 0,8 0,5 2,0 1,0 0,6 1,1 0,7 1,3 0,8 1,5 0,9 1,7 1,1 2,0 1,2 2,2 1,4 1,6 2,2 1,9 2,1



R180



0



0,2 0,3 0,3 0,3 0,4 0,4 0,5 0,5 0,6 0,6 0,7 0,8 0,9 2,3



151



Plastic / Light duty metal anchors



Mechanical anchors



It must be verified that the actual force in the bar during a fire, Fs,T , can be taken up by the bar connection of the selected length, inst. Note: Cold design for ULS is mandatory.



Concrete



Materials Material quality Part



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Rebar EN 1992-1-1



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions : in dry environnement at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-HY 100: low displacements with long term stability, failure load after exposure above reference load. Resistance to chemical substances Chemical substance Sulphuric acid



Comment 23°C



Resistance



Under sea water



23°C



+



Under water



23°C



+



Alkaline medium



pH = 13,2, 23°C



+



Working time tworka)



Curing time tcure



+ o -



+



resistant resistant in short term (max. 48h) contact not resistant



Curing and working time Temperature of the base material TBM -10 °C  TBM  -6 °C



180 min



12 h



-5 °C  TBM  -1 °C



40 min



4h



0 °C  TBM  +4 °C



20 min



2h



+5 °C  TBM  +9 °C



8 min



1h



+10 °C  TBM  +14 °C



7 min



50 min



+15 °C  TBM  +19 °C



6 min



40 min



+20 °C  TBM  +24 °C



5 min



30 min



+25 °C  TBM  +29 °C



3 min



30 min



+30 °C  TBM  +40 °C



2 min



30 min



Setting information Installation equipment Rebar [mm] Rotary hammer Other tools



152



8



10



12



14



16



18



20



22



24



25



TE 2 – TE 40 TE 40 – TE 70 compressed air gun or blow out pump, set of cleaning brushes



Feb-18



Brush HIT-RB



Compressed air drill (CA)



d0 [mm]



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 22 25 28 32 32



8 10 12 14 16 18 20



a)



22 24 25



Maximum installation length l=250 mm.



size [mm]



17 17 20 22 26 28 32 32



12 / 10 a) 14 / 12 a) 16 / 14 a) 18 18 20 22 22 25 28 28 32 32



Dispensers and corresponding maximum embedment depth v,max Rebar



Air nozzle HIT-RB



Chemical anchors



Hammer drill (HD)



12 / 10 a) 14 / 12 a) 16 / 14 a) 16 18 20 20 22 25 25 28 32



Mechanical anchors



Rebar [mm]



Concrete



Drilling and cleaning diameters



Dispenser



HDM 330, HDM 500, HDE 500, HIT-MD 2000, HIT-MD 2500 HIT-ED 3500, HIT-P300F, HIT-P3500F v,max [mm] 700



18 - 25



500



Plastic / Light duty metal anchors



8 - 16



Feb-18



153



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 100. Drilling Hammer drilled hole (HD)



Cleaning



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0.



Injection system



Plastic / Light duty metal anchors



Mechanical anchors



Manual cleaning (MC) for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d.



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for application with embedment depth hef > 250mm.



154



Feb-18



Concrete



Setting the element



Setting element, observe working time “twork”.



Chemical anchors



Injection method for overhead application and/or installation with embedment depth hef > 250 mm.



Mechanical anchors



Setting element for overhead applications, observe working time “twork”.



Plastic / Light duty metal anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



155



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits



Hilti HIT- CT1



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



HIT-CT 1 injection mortar



330 ml foil pack (also available as 500 ml foil pack)



- Clean-Tec technology: HIT-CT 1 mortar contains no hazardous labels and protects users and the environment in the event of contact with the mortar. - SafeSet technology: Hilti hollow drill bit for hammer drilling - Suitable for non-cracked concrete C20/25 to C50/60



Anchor rods: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8- M24)



Base material



Concrete (non-cracked)



- High loading capacity and fast curing - Hybrid chemistry - Good load capacity at elevated temperatures, and suitable for applications down to -5°C



Load condition



Dry concrete



Wet concrete



Installation conditions



Hammer drilling



- Suitable for dry and water saturated concrete



Hollow drillbit drilling



Static/ quasi-static



Other information



Hilti SafeSet technology



European Technical Assessment



Hilti Clean technology



CE conformity



PROFIS Rebar design Software



Approvals / certificates Description European technical assessment a) a)



156



Authority / Laboratory CSTB, Marne la Vallée



All data given in this section according to ETA-11/0354 issue 2016-11-01.



No. / date of issue ETA-11/0354 / 2016-11-01



Feb-18



All data in this section applies to -Correct setting -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) Embedment depth and base material thickness Anchor- size M8



M10



M12



M16



M20



M24



Typical embedment depth Base material thickness



90 120



110 140



125 161



170 214



210 266



M10 30,5 15,8



M12 44,1 22,1



M16 83,0 41,0



M20 129,2 64,1



M24 185,9 92,4



80 110



For hammer drilled holes and Hilti hollow drill bit Mean ultimate resistance for HIT-V 5.8 Anchor- size Tensile NRu,m Shear VRu,m a)



[kN] [kN]



a)



:



M8 18,9 9,5



Hilti hollow drill bit available for element size M12-M24.



Characteristic resistance for HIT-V 5.8 Anchor- size



M8



M10



M12



M16



M20



M24



Tensile NRk Shear VRk



18,0 9,0



29,0 15,0



42,0 21,0



62,8 39,0



101,5 61,0



142,5 88,0



M8



M10



M12



M16



M20



M24



12,0 7,2



17,3 12,0



25,3 16,8



34,9 31,2



56,4 48,8



79,2 70,4



M8



M10



M12



M16



M20



M24



8,6 5,1



12,3 8,6



18,1 12,0



24,9 22,3



40,3 34,9



56,5 50,3



a)



[kN] [kN]



Hilti hollow drill bit available for element size M12-M24.



Design resistance for HIT-V 5.8 Anchor- size Tensile NRd Shear VRd a)



[kN] [kN]



Hilti hollow drill bit available for element size M12-M24.



Recommended loads b) for HIT-V 5.8 Anchor- size Tensile NRec Shear VRec a) b)



Feb-18



[kN] [kN]



Hilti hollow drill bit available for element size M12-M24. With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



157



Mechanical anchors



[mm] [mm]



Plastic / Light duty metal anchors



hef hmin



Chemical anchors



Concrete



Static and quasi-static loading (for a single anchor)



Concrete



Chemical anchors



Materials Mechanical properties Anchor size Nominal tensile strength fuk



Yield strength fyk



M8



M10



M12



M16



M20



M24



HIT-V 5.8



500



500



500



500



500



500



HIT-V 8.8 [N/mm²] HIT-V-R HIT-V-HCR HIT-V 5.8



800 700 800 400



800 700 800 400



800 700 800 400



800 700 800 400



800 700 800 400



800 700 700 400



HIT-V 8.8 [N/mm²] HIT-V-R HIT-V-HCR



640 450 600



640 450 600



640 450 600



640 450 600



640 450 600



640 450 400



Stressed cross-section As HIT-V



[mm²]



36,6



58,0



84,3



157



245



353



Moment of resistance W



[mm³]



31,2



62,3



109



277



541



935



HIT-V



Plastic / Light duty metal anchors



Mechanical anchors



Material quality for HIT-V Part Material Zinc coated steel Threaded rod, HIT-V 5.8 (F) Threaded rod, HIT-V 8.8 (F) Hilti Meter rod, AM 8.8 (HDG) Washer Nut Stainless Steel



Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m (HDG) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HIT-V-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Threaded rod, HIT-V-R



158



Feb-18



Installation temperature: -5°C to +40°C Service temperature range: Hilti HIT-CT 1 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Max, long term base material temperature + 24 °C + 50 °C



Max, short term base material temperature + 40 °C + 80 °C



Max, short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.



Chemical anchors



Concrete



Setting information



Max, long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Temperature of the base material -5 °C < tBM < 0 °C 0 °C ≤ tBM < 5 °C 5 °C ≤ tBM < 10 °C 10 °C ≤ tBM < 20 °C 20 °C ≤ tBM < 30 °C 30 °C ≤ tBM < 40 °C



Min, curing time before anchor can be fully loaded tcure1)



1 hour 40 min



6 hours 3 hours



25 min 10 min 4 min 2 min



2 hours 90 min 75 min 60 min



The curing time data are valid for dry base material only. In wet material the curing times must be doubled.



Plastic / Light duty metal anchors



1)



Max, working time in which anchor can be inserted and adjusted twork



Mechanical anchors



Working time and curing time



Feb-18



159



Concrete



Chemical anchors



Setting details Anchor size



M8



M10



M12



M16



M20



M24



10 64 96



12 80 120



14 96 144



18 128 192



22 160 240



28 192 288



Nominal diameter of drill bit d0



[mm]



Effective anchorage and drill hole depth range a)



hef,min hef,max



[mm] [mm]



hmin



[mm]



smin cmin



[mm] [mm]



40



50



60



80



100



120



40



50



60



80



100



120



df



[mm]



9



12



14



18



22



26



[Nm]



10



20



40



80



150



200



Min. base material thickness Min. spacing Min. edge distance Max. diameter of clearance hole in the fixture



Max. torque moment b) Tmax Critical spacing for splitting scr,sp failure



hef + 30 mm ≥ 100 mm



2 ccr,sp for h / hef ≥ 2,0



1,0  hef Critical edge distance for splitting failure b)



ccr,sp



[mm] 4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3 for h / hef ≤ 1,3



scr,N



2 ccr,N



ccr,N



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) hef,min ≤ hef ≤ hef,max (hef: embedment depth) b) Max. recommended torque moment to avoid splitting failure during installation with min. spacing and/or edge distance c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



Plastic / Light duty metal anchors



Mechanical anchors



2,26 hef Critical spacing for concrete cone failure Critical edge distance for concrete cone failure c)



hef + 2 d0



Installation equipment Anchor size Rotary hammer Other tools



160



M8



M10 M12 M16 M20 M24 TE 2 (-A) – TE 16 (-A) TE 40 – TE 80 Compressed air gun, blow out pump Set of cleaning brushes, dispenser



Feb-18



Hollow Drill Bit (HDB)



Brush HIT-RB



d0 [mm]



M8 M10 M12 M16 M20 M24



10 12 14 18 22 28



Air nozzle HIT-RB size [mm]



14 18 22 28



10 12 14 18 22 28



Chemical anchors



HIT-V



Hammer drill (HD)



Concrete



Drilling and cleaning parameters



12 14 18 22 28



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations, Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-CT1.



Hammer drilled hole (HD)



Hammer drilled hole with Hollow drill bit (HDB) No cleaning required



Cleaning



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Feb-18



161



Plastic / Light duty metal anchors



Mechanical anchors



Drilling



Injection system preparation



Chemical anchors



Concrete



Injection



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth



Plastic / Light duty metal anchors



Mechanical anchors



hef > 250mm.



Injection method for overhead application



Setting the element



Setting element, observe working time “twork”.



Setting element for overhead applications, observe working time “twork”.



Loading the anchor: After required curing time tcure the anchor can be loaded.



162



Feb-18



Feb-18



163



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits



Hilti HIT- CT1



Chemical anchors



Concrete



HIT-CT 1 injection mortar



330 ml foil pack (also available as 500 ml foil pack)



- Clean-Tec technology: HIT-CT 1 mortar contains no hazardous labels and protects users and the environment in the event of contact with the mortar. - SafeSet technology: Hilti hollow drill bit for hammer drilling - Suitable for non-cracked concrete C20/25 to C50/60



Plastic / Light duty metal anchors



Mechanical anchors



- Suitable for dry and water saturated concrete



Base material



Concrete (non-cracked)



- High loading capacity and fast curing



(8-25)



- Hybrid chemistry - Good load capacity at elevated temperatures, and suitable for applications down to -5°C



Load condition



Dry concrete



Wet concrete



Installation conditions



Hammer drilling



Rebar B500 B



Hollow drillbit drilling



Static/ quasi-static



Other information



Hilti SafeSet technology



European Technical Assessment



Hilti Clean technology



CE conformity



PROFIS Rebar design Software



Approvals / certificates Description European technical assessment a) b)



164



Authority / Laboratory CSTB, Marne la Vallée



All data given in this section according to ETA-11/0354 issue 2016-10-01.



No. / date of issue ETA-11/0354 / 2016-10-01



Feb-18



All data in this section applies to - Correct setting - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - Anchor material: rebar B500 B - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) Embedment depth and base material thickness for static and quasi-static loading data Anchor- size Typical embedment depth Base material thickness



[mm] [mm]



8 80 110



10 90 120



12 110 142



14 125 161



16 125 165



20 170 220



25 210 274



Chemical anchors



Concrete



Static and quasi-static loading (for a single anchor)



For hammer drilled holes and Hilti hollow drill bita) :



Anchor- size Tensile NRu,m Shear VRu,m



10



12



14



16



20



25



18,7 14,7



28,2 23,1



41,3 32,6



54,7 44,1



62,6 57,8



113,4 90,3



175,2 141,8



8



10



12



14



16



20



25



14,1 14,0



21,2 22,0



31,1 31,0



41,2 42,0



47,1 55,0



85,5 86,0



131,9 135,0



8



10



12



14



16



20



25



7,8 9,3



11,8 14,7



17,3 20,7



22,9 28,0



26,2 36,7



47,5 57,3



73,3 90,0



10



12



14



16



20



25



5,6



8,4



12,3



16,4



18,7



33,9



52,4



6,7



10,5



14,8



20,0



26,2



41,0



64,3



Hilti hollow drill bit available for element size M12-M25.



Characteristic resistance Anchor- size Tensile NRk Shear VRk a)



[kN]



Hilti hollow drill bit available for element size M12-M25.



Design resistance Anchor- size Tensile NRd Shear VRd 1)



[kN]



Hilti hollow drill bit available for element size M12-M25.



Recommended loadsb) Anchor- size Tensile NRec Shear VRec a) b)



8 [kN]



Hilti hollow drill bit available for element size M12-M25. With overall partial safety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Feb-18



165



Plastic / Light duty metal anchors



a)



[kN]



8



Mechanical anchors



Mean ultimate resistance



Concrete



Chemical anchors



Materials Mechanical properties Anchor size Nominal tensile strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W



8



10



12



14



16



20



25



[N/mm²]



550



550



550



550



550



550



550



[N/mm²]



500



500



500



500



500



500



500



[mm²]



50,3



78,5



113,1



153,9



201,1



314,2



490,9



[mm³]



50,3



98,2



169,6



269,4



402,1



785,4



1534



Material quality Part



Material EN 1992-1-1:2004 and AC:2010, Annex C Bars and de-coiled rods Class B or C with fyk and k according to NDP or NCL of EN 1992-1-1/NA:2013



Plastic / Light duty metal anchors



Mechanical anchors



Rebar B500 B



Setting information Installation temperature: -5°C to +40°C Service temperature range: Hilti HIT-CT 1 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Max, long term base material temperature + 24 °C + 50 °C



Max, short term base material temperature + 40 °C + 80 °C



Max, short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max, long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time. Working time and curing time



2)



166



Temperature of the base material



Max, working time in which anchor can be inserted and adjusted twork



Min, curing time before anchor can be fully loaded tcure1)



-5 °C < tBM < 0 °C



1 hour



6 hours



0 °C ≤ tBM < 5 °C 5 °C ≤ tBM < 10 °C 10 °C ≤ tBM < 20 °C 20 °C ≤ tBM < 30 °C



40 min 25 min 10 min 4 min



3 hours 2 hours 90 min 75 min



30 °C ≤ tBM < 40 °C



2 min



60 min



The curing time data are valid for dry base material only. In wet material the curing times must be doubled.



Feb-18



[mm] 10 /



hef,min [mm] hef,max hmin



[mm]



smin cmin



[mm] [mm]



scr,sp



[mm]



Critical edge distance for ccr,sp splitting failure b)



Critical spacing for scr,N concrete cone failure Critical edge distance for ccr,N concrete cone failure c)



[mm]



12 /



12



14 a)



64 96



80 120 hef + 30 mm ≥ 100 mm 40 50 40 50



14 a)



16 a)



96 144



14



16



20



25



18



20



25



32



112 168



128 192



160 240



200 300



100 100



125 125



hef + 2 d0 60 60



70 70



80 80



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



3,0 hef



[mm]



1,5 hef



Installation equipment Anchor size Rotary hammer Other tools



Feb-18



8



10



12



14



16



TE 2 – TE 30



Mechanical anchors



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Both given values for drill bit diameter can be used b) h: base material thickness (h ≥ hmin), hef: embedment depth c) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side.



Concrete



d0



10



12 a)



Chemical anchors



8



20



25



TE 40 – TE 80



compressed air gun or blow out pump set of cleaning brushes, dispenser



167



Plastic / Light duty metal anchors



Setting details Anchor size Nominal diameter of drill bit Effective anchorage and drill hole depth range Minimum base material thickness Min. spacing Min. edge distance Critical spacing for splitting failure



Rebar



8 10 12 14 16 20 25



Chemical anchors



Concrete



Drilling and cleaning parameters



a)



Hammer drilling Hollow Drill Bit (HD) (HDB) d0 [mm]



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 25 32



Each of the two given values can be used



14 16 (14 a)) 18 20 25 32



Brush HIT-RB



Piston plug HIT-SZ size [mm]



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 25 32



- / 12 12 / 14 a) 14 / 16 a) 18 20 25 32



Setting instructions *For detailed information on installation see instruction for use given with the package of the product.



Plastic / Light duty metal anchors



Mechanical anchors



Safety regulations, Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-CT1. Drilling



Hammer drilled hole (HD)



Hammer drilled hole with Hollow drill bit (HDB) No cleaning required



Cleaning



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



168



Feb-18



Concrete



Injection



Chemical anchors



Injection system preparation



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth



Injection method for overhead application



Setting the element



Setting element, observe working time “twork”.



Setting element for overhead applications, observe working time “twork”.



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



169



Plastic / Light duty metal anchors



Mechanical anchors



hef > 250mm.



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Benefits



Chemical anchors



Concrete



HIT-CT 1 injection mortar



Hilti HIT- CT1 330 ml foil pack (also available as 500 ml foil pack)



(8 - 25)



Mechanical anchors



- SafeSet technology: Hilti hollow drill bit for hammer drilling - Suitable for concrete C12/15 to C50/60



Rebar B500 B



Plastic / Light duty metal anchors



- Clean-Tec technology: HIT-CT 1 mortar contains no hazardous labels and protects users and the environment in the event of contact with the mortar.



Base material



Concrete (non-cracked)



Load conditions



Dry concrete



Wet concrete



Installation conditions



Hammer drilled holes



- Suitable for dry or wet concrete - High loading capacity and fast curing - Hybrid chemistry - Suitable for dry and water saturated concrete - For rebar diameters up to 25 mm - Non-corrosive to rebar elements



Hollow drillbit drilling



Static/ quasi-static



Fire resistance



Other information



Hilti SafeSet technology with hollow drill bit



European Technical Assessment



Hilti Clean technology



CE conformity



PROFIS Rebar design software



Approvals / certificates Description European Technical Assessment a) Fire report c)



170



Authority / Laboratory CSTB, Marne la Vallèe CSTB, Marne la Vallèe



No. / date of issue ETA-11/0390 / 2016-11-01 n° 26059386 / 2015-10-23



All data given in this section according to the approvals mentioned above ETA-11/0390 issue 2016-11-01



Feb-18



Static EC2 design Design bond strength in N/mm² accord. to ETA 11/0390 for good bond conditions All allowed drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 8 - 25



1,6



2,0



2,3



2,7



3,0



3,0



3,0



C45/55



C50/60



3,0



3,0



For poor bond conditions multiply the values by 0,7. Values valid for non-cracked and cracked concrete



Minimum anchorage length and minimum lap length The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1 shall be multiplied by relevant Amplification factor αlb in the table below.



Chemical anchors



Concrete



Static and quasi-static loading



Amplification factor αlb for the min. anchorage length and min. lap length according to EN 1992-1-1 for: All allowed drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 1,2



1,4



Anchorage length for characteristic steel strength f yk=500 N/mm2 for good conditions All allowed drilling methods lb,min* l0,min * [mm] [mm] fy,k Size [N/mm²] C30/37C30/37C20/25 C25/30 C20/25 C25/30 C50/60 C50/60 500 113 120 140 200 240 280 8 500 142 145 152 200 240 280 10 500 170 174 183 200 240 280 12 500 199 203 213 210 252 294 14 500 227 232 244 240 288 336 16 500 255 261 274 270 324 378 18 500 284 290 305 300 360 420 20 500 312 319 335 330 396 462 22 500 340 348 365 360 432 24 500 355 363 381 375 450 25



According to EN 1992-1-1 lb,min (8.6) are calculated for good bond conditions with maximum yield strength f yk=1,15 and 6 = 1,0



Feb-18



Mechanical anchors



1,0



lmax [mm] 700 700 700 700 700 500 500 500 500 500



Plastic / Light duty metal anchors



8 - 25



171



Temperature reduction factor kfi(θ)



Chemical anchors



Concrete



Fire resistance



Plastic / Light duty metal anchors



Mechanical anchors



The analytic equation that describe the variation of k fi(θ) with temperature is given by the following function: If 39ºC ≤ θ ≤ 376ºC: If θ < 39ºC If θ > 376ºC



𝑘𝑓𝑖 (𝜃) = 41,001×𝜃 −1,012 ≤ 1,0 𝜃 in ºC 𝑘𝑓𝑖 (𝜃) = 1.0 𝑘𝑓𝑖 (𝜃) = 0.0



The design value of ultimate bond strength fbd,fi under fire exposure is calculated according to following equation: With: - 𝑘𝑓𝑖 (𝜃) - 𝑓𝑏𝑑 - 𝛾𝑐 = 1,5 - 𝛾𝑀,𝑓𝑖



𝑓𝑏𝑑,𝑓𝑖 = 𝑘𝑓𝑖 (𝜃) · 𝑓𝑏𝑑 · 𝛾𝑐 /𝛾𝑀,𝑓𝑖 temperature reduction factor under fire exposure. design values of the ultimate bond resistance according to amplification factor αlb recommended safety factor according to EN 1992-1-1. safety factor according to EN 1992-1-2 under fire exposure.



a) Anchoring application



inst



Anchoring application beam-wall connections with a concrete cover of 20 mm Maximum force (Fs,T,max) in rebar in conjunction with HIT-CT 1 as a function of embedment depth (inst ) for the fire resistance classes F30 to F240 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 100 4,0 2,0 1,2 0,9 0,5 0,3 140 7,4 4,7 3,0 2,3 1,5 1,1 180 10,9 8,2 6,1 4,6 3,0 2,2 220 14,4 11,7 9,5 7,9 5,3 3,9 250 14,3 12,1 10,5 7,6 5,6 16,8 8 280 14,7 13,1 10,2 7,9 310 15,7 12,8 10,4 16,8 16,8 330 14,5 12,2 16,8 16,8 360 14,8 16,8 16,8 390



172



Feb-18



*For additional values please check CSTB report n°26048096. Characteristic yield strength fyk = 500 N/mm² Steel failure



Feb-18



173



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Maximum force (Fs,T,max) in rebar in conjunction with HIT-CT 1 as a function of embedment depth (inst ) for the fire resistance classes F30 to F240 according to EC2. Fire resistance of bar [kN] Fs,T,max inst Rebar-size [kN] [mm] R30 R60 R90 R120 R180 R240 110 6,0 3,1 2,0 1,5 0,9 0,6 150 10,4 7,0 4,6 3,5 2,2 1,6 190 14,7 11,3 8,7 6,7 4,3 3,2 230 19,0 15,7 13,0 10,9 7,5 5,6 300 23,3 20,6 18,5 14,9 12,0 26,2 10 330 23,8 21,8 18,2 15,2 360 25,0 21,4 18,5 26,2 26,2 380 23,6 20,6 26,2 26,2 410 23,9 26,2 26,2 440 140 11,1 7,1 4,5 3,5 2,2 1,6 200 18,9 14,9 11,7 9,2 6,0 4,5 260 26,7 22,7 19,5 17,0 12,7 9,5 320 34,6 30,5 27,3 24,8 20,5 17,0 350 34,4 31,2 28,7 24,4 20,9 37,7 12 380 35,1 32,6 28,3 24,8 400 35,3 30,9 27,4 37,7 37,7 420 33,5 30,0 37,7 37,7 460 35,2 37,7 37,7 480 160 16,0 11,3 7,7 5,8 3,7 2,8 220 25,1 20,4 16,7 13,8 9,2 6,9 280 34,2 29,5 25,8 22,9 17,9 13,8 340 43,3 38,6 34,9 32,0 27,0 22,8 400 47,7 44,0 41,1 36,1 31,9 51,3 14 430 48,5 45,7 40,6 36,5 450 48,7 43,7 39,5 51,3 51,3 470 46,7 42,6 51,3 51,3 510 48,6 51,3 51,3 530 4,4 180 21,8 16,4 12,1 9,1 6,0 10,0 240 32,2 26,8 22,5 19,3 13,5 19,2 300 42,6 37,2 32,9 29,7 23,9 29,6 360 53,0 47,6 43,3 40,1 34,3 45,2 450 63,2 58,9 55,7 49,9 67,0 16 50,4 480 64,1 60,9 55,1 53,8 500 64,3 58,6 67,0 67,0 57,3 520 62,0 67,0 67,0 62,5 550 67,0 67,0 580 220 35,9 29,2 23,8 19,7 13,1 9,8 280 48,9 42,2 36,8 32,7 25,5 19,7 340 61,9 55,2 49,8 45,7 38,5 32,6 400 74,9 68,2 62,8 58,8 51,5 45,6 460 87,9 81,2 75,8 71,8 64,5 58,6 104,7 20 540 98,5 93,2 89,1 81,9 76,0 570 99,7 95,6 88,4 82,5 600 102,1 94,9 89,0 104,7 104,7 620 99,2 93,3 104,7 104,7 650 99,8 104,7 104,7 680



Concrete



Chemical anchors



b) Overlap joint application Max. bond stress, fbd,FIRE , depending on actual clear concrete cover for classifying the fire resistance. It must be verified that the actual force in the bar during a fire, Fs,T , can be taken up by the bar connection of the selected length, inst. Note: Cold design for ULS is mandatory. Fs, T  (inst – cf)     fbd,FIRE where: (inst – cf)  s; = lap length = nominal diameter of bar



s 



inst – cf = selected overlap joint length; this must be at least s, fbd,FIRE



but may not be assumed to be more than 80  = bond stress when exposed to fire



Critical temperature-dependent bond stress, fbd,FIRE, concerning “overlap joint” for Hilti HIT-CT 1 injection adhesive in relation to fire resistance class and required minimum concrete coverage c. Clear concrete cover c



Plastic / Light duty metal anchors



Mechanical anchors



[mm] 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300



174



Max. bond stress, c [N/mm²] R30 0,4 0,6 0,9 1,2 1,6 2,0 2,6 3,2



R60



0,5 0,6 0,8 1,0 1,3 1,5 1,8 2,2 2,6 3,0



R90



0,4 0,5 0,7 0,9 1,0 1,2 1,4 1,7 1,9 2,2 2,5 2,9 3,3



3,5



R120



0,4 0,5 0,6 0,8 0,9 1,1 1,3 1,4 1,6 1,8 2,1 2,4 2,7 3,0 3,3



3,5 3,5 3,5



R180



R240



0,4 0,4 0,5 0,6 0,7 0,9 1,0 1,1 1,2 1,4 1,5 1,7 1,9 2,1 2,3 2,6 2,8 3,1 3,3



0,4 0,4 0,5 0,5 0,6 0,7 0,9 1,0 1,1 1,2 1,3 1,4 1,6 1,7 1,9 2,0 2,2



3,5



2,4 2,6 2,8 3,1 3,3 3,5



Feb-18



Rebar EN 1992-1-1



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions: in dry environment at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-CT 1: low displacements with long term stability, failure load after exposure above reference load.



Concrete



Material quality Part



Chemical anchors



Materials



Resistance to chemical substances Chemical



Resistance



o + +



Methanol 100% Peroxide of hydrogen 30% Solution of phenol (sat.)



o o -



Nitric Acid 40% Phosphoric Acid 40% Sulphuric acid 40% Ethyl acetate 100%



+ + o



Sodium hydroxide pH=14 Solution of chlorine (sat.)



+ + +



Acetone 100% Ammoniac 5% Diesel 100% Gasoline 100%



o + +



Solution of hydrocarbons (60 % vol Toluene, 30 % vol Xylene,10 % vol Methyl naphtalene)



Ethanol 96% o Machine oils 100% + + resistant o resistant in short term (max. 48h) contact not resistant



Salted solution 10% Sodium chloride Suspension of concrete (sat.)



+



Chloroform 100% Xylene 100%



+ +



Mechanical anchors



Resistance



Acetic acid 100% Acetic acid 10% Hydrochloric Acid 20%



+



Electrical Conductivity HIT-CT 1 in the hardened state is not conductive electrically. Its electric resistivity is 1,41010 ∙m (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchoring (ex: railway applications, subway). Installation temperature range: +5°C to +40°C Service temperature range Hilti HIT-CT 1 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range



-40 °C to +80 °C



+50°C



+80 °C



Feb-18



175



Plastic / Light duty metal anchors



Chemical



Concrete



Chemical anchors



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Working time and curing time 1) Temperature of the base material TBM



1)



Curing time tcure



Working time tgel



-5 °C < tBM < 0 °C 0 °C ≤ tBM < 5 °C 5 °C ≤ tBM < 10 °C



60 min 40 min 25 min



6 h 3 h 2 h



10 °C ≤ tBM < 20 °C 20 °C ≤ tBM < 30 °C 30 °C ≤ tBM < 40 °C



10 min 4 min 2 min



90 min 75 min 60 min



The curing time data are valid for dry anchorage base only. For water saturated anchorage bases the curing times must be doubled.



Plastic / Light duty metal anchors



Mechanical anchors



Setting information Installation equipment Rebar – size Rotary hammer



8



Other tools a) b)



10 12 14 16 18 20 22 24 TE2(-A) – TE30(-A) TE40 – TE80 Blow out pump (hef ≤ 10∙d) Compressed air gun a) Set of cleaning brushes b), dispenser, piston plug



25



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm)



Minimum concrete cover cmin of the post-installed rebar Drilling method



Rebar – size [mm]



Minimum concrete cover cmin [mm] Without drilling aid



With drilling aid



Hammer drilling (HD) and HD with Hilti hollow drill bit (HDB)



 ≤24



30 + 0,06 · lv ≥ 2 · 



30 + 0,02 · lv ≥ 2 · 



=25



40 + 0,06 · lv ≥ 2 · 



40 + 0,02 · lv ≥ 2 · 



Compressed air drilling (CA)



 ≤24



50 + 0,08 · lv



50 + 0,02 · lv



=25



60 + 0,08 · lv ≥ 2 · 



60 + 0,02 · lv ≥ 2 · 



176



Feb-18



Compressed air drilling (CA)



Brush HIT-RB



d0 [mm]



8 10 12 14 16 18 20 22 24 25 a)



10 12 12 14 14 16 18 20 22 25 28 32 32



12 12 14 14 16 18 20 22 25 28 32 32



Air nozzle HIT-RB size [mm]



17 17 20 22 26 28 32 32



10 12 12 14 14 16 18 18 18 20 22 25 28 28 32 32



Chemical anchors



Hollow Drill Bit (HDB) a)



12 12 14 14 16 16 18 16 20 22 25 25 28 32 32



Mechanical anchors



Rebar



Hammer drilling (HD)



No cleaning required



Dispenser and corresponding maximum embedment depth v,max Dispenser (HDM 330, HDM 500, HDE 500) v,max [mm]



8 - 16



700



18 - 25



500



Feb-18



Plastic / Light duty metal anchors



Rebar – size [mm]



Concrete



Drilling and cleaning parameteres



177



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-CT1.



Hammer drilled hole (HD)



Hammer drilled hole with Hollow drill bit (HDB)



Mechanical anchors



No cleaning required



Plastic / Light duty metal anchors



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



178



Feb-18



Concrete



Injection method for drill hole depth



Chemical anchors



hef > 250mm.



Injection method for overhead application.



Plastic / Light duty metal anchors



Setting element for overhead applications, observe working time “twork”.



Apply full load only after curing time “tcure“.



Feb-18



Mechanical anchors



Setting element, observe working time “twork”.



179



Concrete



HIT-ICE injection mortar



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Hilti HIT-ICE 296 ml cartridge Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR rods (M8-M24) Anchor rod: HAS-(E) HAS-(E)-R HAS-(E)-HCR rods (M8-M24) Internally threaded sleeve: HIS-N HIS-R-N sleeves (M8-M20) Base material



Concrete (non-cracked)



a)



- Suitable for dry and water saturated concrete - High corrosion a) / corrosion resistant - Odourless resin - Low installation temperature



Load conditions



Concrete a) (cracked)



Dry concrete



Wet concrete



Installation conditions



Hammer drilled holes



- Suitable for cracked a) and noncracked concrete C 20/25 to C 50/60 - High loading capacity



Small edge distance and spacing



Applications only for HIT-V rods.



Static/ quasi-static



Other information



Variable embedment depth



PROFIS Anchor design software



Corrosion resistance



High corrosion resistance a)



Approvals / certificates Description Hilti Technical Data a) a)



180



Authority / Laboratory Hilti



All data given in this section according to Hilti Technical Data.



No. / date of issue 2017-11-28



Feb-18



Mean ultimate resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRu,m HIS-N 8.8 HIT-V 5.8 Shear VRu,m HIS-N 8.8 Cracked concrete



[kN]



Tension NRu,m Shear VRu,m



[kN] [kN]



HIT-V 5.8 HIT-V 5.8



[kN]



M10



M12



M16



M20



M24



90 120



110 140



125 165



170 220



210 270



110 150



125 170



170 230



205 270



-



M8



M10



M12



M16



M20



M24



18,9 26,3 9,5 13,7



30,5 48,3 15,8 24,2



44,1 70,4 22,1 35,7



83,0 117,1 41,0 66,2



127,6 118,0 64,1 60,9



185,9 92,4 -



-



-



27,5 22,1



33,4 41,0



42,5 64,1



-



M8



M10



M12



M16



M20



M24



Characteristic resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRk HIS-N 8.8 HIT-V 5.8 Shear VRk HIS-N 8.8 Cracked concrete



[kN]



17,6 25,0



29,0 42,8



42,0 56,4



66,0 88,2



96,1 88,9



142,5 -



[kN]



9,0 13,0



15,0 23,0



21,0 34,0



39,0 63,0



61,0 58,0



88,0 -



Tension NRk Shear VRk



[kN] [kN]



-



-



20,7 21,0



25,1 39,0



32,0 61,0



-



M8



M10



M12



M16



M20



M24



11,7 16,7 7,2 10,4



16,5 28,5 12,0 18,4



24,2 37,6 16,8 27,2



36,7 58,8 31,2 50,4



53,4 59,3 48,8 46,4



79,2 70,4 -



-



-



11,5 16,8



14,0 31,2



17,8 42,7



-



HIT-V 5.8 HIT-V 5.8



Design resistance Anchor size Non-cracked concrete HIT-V 5.8 Tension NRd HIS-N 8.8 HIT-V 5.8 Shear VRd HIS-N 8.8 Cracked concrete HIT-V 5.8 Tension NRd HIT-V 5.8 Shear VRd



Feb-18



[kN] [kN] [kN] [kN]



181



Mechanical anchors



Embedment depth and base material thickness Anchor size M8 HIT-V Typical embedment depth [mm] 80 Base material thickness [mm] 110 HIS-N Typical embedment depth [mm] 90 Base material thickness [mm] 120



Plastic / Light duty metal anchors



All data in this section applies to -Correct setting (See setting instruction) -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C 20/25, fck,cube = 25 N/mm²



Chemical anchors



Concrete



Basic loading data (for a single anchor)



Concrete



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Recommended loads a) Anchor size Non-cracked concrete HIT-V 5.8 Tension NRec HIS-N 8.8 HIT-V 5.8 Shear VRec HIS-N 8.8 Cracked concrete



[kN]



Tension NRec Shear VRec



[kN] [kN]



a)



HIT-V 5.8 HIT-V 5.8



[kN]



M8



M10



M12



M16



M20



M24



8,4 11,9 5,1 7,4



11,8 20,4 8,6 13,1



17,3 26,8 12,0 19,4



26,2 42,0 22,3 36,0



38,1 42,3 34,9 33,1



56,5 50,3 -



-



-



8,2 12,0



10,0 22,3



12,7 30,5



-



With overall partial safety factor for action γ=1,2. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Materials Mechanical properties for HIT-V / HAS Anchor size HIT-V 5.8 HAS-(E) 5.8 HIT-V 8.8 Nominal tensile [N/mm²] HIT-V-R strength fuk HAS-(E)R HIT-V-HCR HAS-(E)HCR



Yield strength fyk



HIT-V 5.8 HAS-(E) 5.8 HIT-V 8.8 HIT-V-R HAS-(E)R HIT-V-HCR HAS-(E)HCR



Stressed cross- HIT-V section As HAS-(E) HIT-V Moment of resistance W HAS-(E)



[N/mm²]



[mm²] [mm³]



Mechanical properties for HIS-N Anchor size HIS-N Nominal tensile Screw 8.8 [N/mm²] strength fuk HIS-RN Screw A4-70 HIS-N Screw 8.8 Yield strength [N/mm²] fyk HIS-RN Screw A4-70 Stressed cross- HIS-(R)N [mm²] section As Screw HIS-(R)N Moment of [mm³] resistance W Screw



182



M8



M10



M12



M16



M20



M24



500



500



500



500



500



500



800



800



800



800



800



800



700



700



700



700



700



700



800



800



800



800



800



700



400



400



400



400



400



400



640



640



640



640



640



640



450



450



450



450



450



450



600



600



600



600



600



400



36,6 32,8 31,2 27,0



58,0 52,3 62,3 54,1



84,3 76,2 109,0 93,8



157 144,0 277,0 244,0



245 225,0 541,0 474,0



353 324,0 935,0 809,0



M8 490 800 700 700 410 640 350 450 51,5 36,6 145 31,2



M10 490 800 700 700 410 640 350 450 108,0 58 430 62,3



M12 460 800 700 700 375 640 350 450 169,1 84,3 840 109



M16 460 800 700 700 375 640 350 450 256,1 157 1595 277



M20 460 800 700 700 375 640 350 450 237,6 245 1543 541



Feb-18



Concrete



Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Stainless Steel Threaded rod, Strength class 70 for ≤ M24 and strength class 50 for > M24; HIT-V-R Elongation at fracture A5 > 8% ductile HAS-(E)-R Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Threaded rod, Strength class 80 for ≤ M20 and class 70 for > M20, HIT-V-HCR Elongation at fracture A5 > 8% ductile HAS-(E)-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Material qualityfor HIS-N Part Internally threaded sleeves HIS-N Screw 8.8 HIS-RN



Material C-steel 1.0781 Steel galvanized  5m Strength class 8.8, A5 > 8% ductile Steel galvanized  5m



Internally Stainless steel 1.4401 and 1.4571 threaded sleeves Strength 70, A5 > 8% ductile Screw A4-70 Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362



Anchor dimension Anchor size HAS-(E), HAS-(E)-R, HAS-(E)-HCR HIT-V, HIT-V-R, HIT-V-HCR HIS-(R)N



M8 M10 M12 M16 M20 M24 M8x80 M10x90 M12x110 M16x125 M20x170 M24x210 Anchor rods HIT-V (-R/-HCR) are available in variable length M8x90 M10x90 M12x110 M16x125 M20x170 -



Setting information Installation temperature range: -23°C to +32°C In service temperature range Hilti HIT-ICE injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



Feb-18



183



Chemical anchors



Nut



Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m



Mechanical anchors



Zinc coated steel Threaded rod, HIT-V 5.8 (F) HAS-(E) 5.8 Threaded rod, HIT-V 8.8 (F) HAS-(E) 8.8 Washer



Material



Plastic / Light duty metal anchors



Material quality for HIT-V Part



Concrete



Chemical anchors



Temperature in base material Temperature range Temperature range I Temperature range II



Base material temperature -40 °C to + 40 °C -40 °C to + 54 °C



Max. long term base material temperature + 24 °C + 43 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time. Working time and curing time Temperature of the base material



Curing time before anchor can be fully loaded tcure



Working time in which anchor can be inserted and adjusted twork



35 min 45 min



1 min 2,5 min



1h 1,5 h 6h 24 h



5 min 15 min 1h 1,5 h



36 h



1,5 h



Mechanical anchors



32 °C



Plastic / Light duty metal anchors



Max. short term base material temperature + 40 °C + 54°C



21 °C 16 °C 4 °C -7 °C -18 °C -23 °C Setting details Anchor size Nominal diameter of drill bit d0 Effective anchorage and drill hole depth Min. base material thickness a) Diameter of clearance hole in the fixture Minimum spacing Minimum edge distance Critical spacing for splitting failure



[mm]



M8 10 60 to 160



M10 12 60 to 200



M12 14 70 to 240



M16 18 80 to 320



M20 24 90 to 400



M24 28 96 to 480



hef



[mm]



hmin



[mm]



df



[mm]



9



12



14



18



22



26



smin cmin



[mm] [mm]



40 40



50 45



60 45



80 50



100 55



120 60



80



150



200



hef + 30 ≥ 100 mm



hef + 2 d0



scr,sp [mm]



2 ccr,sp 1,0  hef for h / hef ≥ 2,0



Critical edge distance for splitting failure b)



4,6 hef - 1,8 h for 2,0 > h / hef > 1,3



ccr,sp [mm]



2,26 hef for h / hef ≤ 1,3 Critical spacing for concrete cone failure Critical edge distance for concrete cone failure b) Torque moment c)



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



Tmax



[Nm]



10



20



40



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin) b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. c) This is the maximum recommended torque moment to avoid splitting failure during installation for anchors with minimum spacing and / or edge distance.



184



Feb-18



Other tools



M24 -



M8 M10 M12 M16 M20 M24 M27 -



HIS-N



Hammer drill (HD)



Brush HIT-RB



d0 [mm]



size [mm]



M8 M10 M12 M16 M20



10 12 14 18 22 24 28 30 32



10 12 14 18 22 24 28 30 32



Mechanical anchors



Drilling and cleaning parameters HIT-V HAS



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-ICE. Drilling Hammer drilled hole (HD)



Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required. For dry and wet concrete, only.



Feb-18



Concrete



M10 M12 M16 M20 TE 2 – TE 30 TE 40 – TE 70 TE 2 – TE 30 TE 40 – TE 70 Compressed air gun or blow out pump Set of cleaning brushes, dispenser



Chemical anchors



M8



185



Plastic / Light duty metal anchors



Installation equipment Anchor size HIT-V Rotary hammer HIS-N



Concrete



Cleaning Hammer Drilling:



Chemical anchors



Manual cleaning (MC) for drill diameters d0 ≤ 16 mm and drill hole depth h0 ≤ 10∙d.



Hammer Drilling: Compressed air cleaning (CAC) For all drill hole diameters d0 and all drill hole depths h0.



Injection system



Plastic / Light duty metal anchors



Mechanical anchors



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth hef > 250mm.



Injection method for overhead application.



Setting the element



Setting element, observe working time “twork”.



186



Feb-18



Concrete



Setting element for overhead applications, observe working time “twork”.



Chemical anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor after required curing time tcure the anchor can be loaded.



Feb-18



187



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits Hilti HIT-ICE 296 ml cartridge



Chemical anchors



Concrete



HIT-ICE injection mortar



Mechanical anchors



- Suitable for dry and water saturated concrete - High loading capacity



Rebar B500 B (8 - 25)



Concrete (non-cracked)



Dry concrete



Wet concrete



- Low installation temperature



Small edge distance and spacing



Other information



Variable embedment depth



Approvals / certificates Description Hilti Technical Data a) a)



- Odourless resin



Static/ quasi-static



Installation conditions



Hammer drilling



- High corrosion resistant



Load condition



Base material



Plastic / Light duty metal anchors



- Suitable for non-cracked concrete C20/25 to C50/60



PROFIS Rebar design Software



Authority / Laboratory Hilti



No. / date of issue 2017-11-28



All data given in this section according to Hilti Technical Data.



Basic loading data (for a single anchor) All data in this section applies to -Correct setting -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C20/25, fck,cube = 25 N/mm² Embedment depth and base material thickness for static and quasi-static loading data Anchor- size Typical embedment depth Base material thickness



188



hef hmin



[mm] [mm]



8



10



12



14



16



20



25



80 110



90 120



110 145



125 165



125 165



170 220



210 275



Feb-18



Tensile NRu,m [kN] Shear VRu,m Characteristic resistance for rebar B500 B Anchor- size Tensile NRk [kN] Shear VRk Design resistance for rebar B500 B Anchor- size Tensile NRd Shear VRd



[kN]



8



10



12



14



16



20



25



22,7 14,7



31,9 23,1



46,8 32,6



62,0 44,1



70,9 57,8



113,4 90,3



175,2 141,8



8 17,1 14,0



10 24,0 22,0



12 35,2 31,0



14 46,7 42,0



16 53,4 55,0



20 85,5 86,0



25 131,9 135,0



8 9,5 9,3



10 13,4 14,7



12 19,6 20,7



14 26,0 28,0



16 29,7 36,7



20 47,5 57,3



25 73,3 90,0



8 6,8 6,7



10 9,5 10,5



12 14,0 14,8



14 18,5 20,0



16 21,2 26,2



20 33,9 41,0



25 52,4 64,3



Concrete



Anchor- size



Chemical anchors



Mean ultimate resistance for rebar B500 B



a)



[kN]



With overall partial safety factor for action γ=1,2. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Materials Mechanical properties for rebar B500 B Anchor size Nominal tensile strength fuk [N/mm²] Yield strength fyk [N/mm²] Stressed cross-section As [mm²] Moment of resistance W [mm³] Material quality Part Rebar B500 B



8 550 500 50,3 50,3



10 550 500 78,5 98,2



12 550 500 113,1 169,6



14 550 500 153,9 269,4



16 550 500 201,1 402,1



20 550 500 314,2 785,4



25 550 500 490,9 1534



Material Geometry and mechanical properties according to DIN 4882:1986 or DIN 488-2



Setting information Installation temperature range: -23°C to +32°C Service temperature range Hilti HIT-ICE injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II



Feb-18



Base material temperature -40 °C to + 40 °C -40 °C to + 40 °C



Max. long term base material temperature + 24 °C + 43 °C



Max. short term base material temperature + 40 °C + 54 °C



189



Plastic / Light duty metal anchors



Anchor- size Tensile NRec Shear VRec



Mechanical anchors



Recommended loads a) for rebar B500 B



Concrete



Chemical anchors



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time. Working time and curing time Temperature of the base material



Mechanical anchors



Min. curing time before anchor can be fully loaded tcure1)



35 min 45 min 1h



1 min 2,5 min 5 min



1,5 h 6h 24 h 36 h



15 min 1h 1,5 h 1,5 h



32 °C 21 °C 16 °C 4 °C -7 °C -18 °C 1)



Plastic / Light duty metal anchors



Max. working time in which anchor can be inserted and adjusted twork



-23 °C



The curing time data are valid for dry base material only. In wet material the curing times must be doubled.



Installation equipment Anchor size Rotary hammer



Ø8



Ø10



Ø8



Ø10



Ø12



Ø14



Ø16



Ø20



Ø25



12 14 60 60 to to 160 200 hef + 30 mm ≥ 100 mm 40 50 40 50



16 70 to 240



18 75 to 280



20 80 to 320



25 90 to 400



32 100 to 500



100 100



125 125



Other tools



Ø12 Ø14 Ø16 Ø20 Ø25 TE 2 – TE 16 TE 40 – TE 80 Compressed air gun, blow out pump Set of cleaning brushes, dispenser



Setting details Anchor size Nominal diameter of drill bit d0



[mm]



Effective anchorage and drill hole depth range a)



hef



[mm]



hmin



[mm]



smin cmin



[mm] [mm]



scr,sp



[mm]



Minimum base material thickness Minimum spacing Minimum edge distance Critical spacing for splitting failure



hef + 2 d0 60 60



70 70



80 80



2 ccr,sp 1,0  hef for h / hef ≥ 2,0



Critical edge distance for splitting failure b)



ccr,sp



[mm]



4,6 hef - 1,8 h for 2,0 > h / hef > 1,3 2,26 hef for h / hef ≤ 1,3



Critical spacing for concrete cone failure Critical edge distance for concrete cone failure



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin) b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



190



Feb-18



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Chemical anchors



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-ICE



Hammer drilled hole (HD)



Manual cleaning (MC) For element sizes d ≤ 16mm and embedment depth hef ≤ 10d only.



Mechanical anchors



Brush bore hole with required steel brush HIT-RB.



Compressed air cleaning (CAC)



Plastic / Light duty metal anchors



Injection system preparation.



Injection method for drill hole depth



Injection method for drill hole depth hef > 250mm.



Injection method for overhead application.



Feb-18



191



Concrete



Chemical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Mechanical anchors



Setting element for overhead applications, observe working time “twork”.



192



Feb-18



Feb-18



193



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Anchor version



Benefits HVZ Mortar capsule



Chemical anchors



Concrete



HVZ (HVU-TZ+HAS-TZ) adhesive anchor system



Anchor rod: HAS-TZ HAS-R-TZ HAS-HCR-TZ (M10-M20)



Plastic / Light duty metal anchors



Mechanical anchors



Base material



Concrete (non-cracked)



Concrete (cracked)



Diamond drilled holes



Dry concrete



Wet concrete



194



Static/ quasi-static



Fire resistance



Fatigue



Shock



Other information



Hilti SafeSet technology



Approvals / certificates Description European Technical Assessment a) Approval for shockproof fastenings in civil defence installations Fatigue loading Fire test report ZTV – Tunnel Fire test report Assessment report (fire) a)



- Suitable for dry and water saturated concrete



Load conditions



Installation conditions



Hammer drilled holes



- Suitable for cracked and noncracked concrete C20/25 to C50/60 - High loading capacity



Small edge distance and spacing



European Technical Assessment



CE conformity



Authority / Laboratory DIBt, Berlin Federal Office for Cicil Protection, Bern DIBt, Berlin IBMB, Braunchweig IMBM, Brunswick Warringtonfire



All data given in this section according ETA-03/0032, issue 2013-06-04.



Corrosion resistance



High corrosion resistance



PROFIS Anchor design Software



No. / date of issue ETA-03/0032 / 2013-06-04 BZS D 09-602 / 2009-10-28 Z-21.3-1692 / 2016-10-14 UB 3357/0550-2 / 2001-06-26 UB 3357/0550-1 / 2001-04-17 WF 327804/B / 2013-07-10



Feb-18



Concrete



Static and quasi-static resistance (for a single anchor)



Mean ultimate resistance Anchor size Non-cracked concrete Tension NRu,m Shear VRu,m Cracked concrete Tension NRu,m Shear VRu,m



a)



M16 125



M20 170



150



190



210



250



340



M10x75



M12x95



M16x105



M16x125



M20x170



36,8 18,9



53,3 28,4



72,4 53,6



94,1 53,6



149,2 92,4



HVZ HVZ



[kN] [kN]



31,2 18,9



44,4 28,4



51,6 53,6



67,1 53,6



106,4 92,4



M10x75



M12x95



M16x105



M16x125



M20x170



HVZ HVZ



[kN] [kN]



32,8 18,0



40,0 27,0



54,3 51,0



70,6 51,0



111,9 88,0



HVZ HVZ



[kN] [kN]



23,4 18,0



33,3 27,0



38,7 51,0



50,3 51,0



79,8 88,0



M10x75



M12x95



M16x105



M16x125



M20x170



HVZ HVZ



[kN] [kN]



21,9 14,4



26,7 21,6



36,2 40,8



47,1 40,8



74,6 70,4



HVZ HVZ



[kN] [kN]



15,6 14,4



22,2 21,6



25,8 40,8



33,5 40,8



53,2 70,4



M10x75



M12x95



M16x105



M16x125



M20x170



Recommended loads a) Anchor size Non-cracked concrete Tension NRec Shear VRec Cracked concrete Tension NRec Shear VRec



105



[kN] [kN]



Design resistance Anchor size Non-cracked concrete Tension NRd Shear VRd Cracked concrete Tension NRd Shear VRd



M12 95



HVZ HVZ



Characteristic resistance Anchor size Non-cracked concrete Tension NRk Shear VRk Cracked concrete Tension NRk Shear VRk



M10 75



HVZ HVZ



[kN] [kN]



15,6 10,3



19,0 15,4



25,9 29,1



33,6 29,1



53,3 50,3



HVZ HVZ



[kN] [kN]



11,1 10,3



15,9 15,4



18,4 29,1



24,0 29,1



38,0 50,3



With overall partial dafety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Feb-18



195



Mechanical anchors



[mm] [mm]



Plastic / Light duty metal anchors



Effective anchorage depth for static Anchor size Eff. Anchorage depth hef Base material thickness hmin



Chemical anchors



All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - Embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperature range I (min. Base material temperature -40ºC, max. Long term/short term base material temperature: +50ºC/80ºC)



Concrete



Materials Mechanical properties Anchor size



Chemical anchors



Nominal tensile strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W



[N/mm²] [N/mm²] tension shear HVZ



[mm²] [mm³]



M10x75 800 640 44,2 50,3 50,3



M12x95 800 640 63,6 73,9 89,6



M16x105 800 640 113 141 236



M16x125 800 640 113 141 236



M20x170 800 640 227 245 541



Material quality Part



Material



HAS-TZ HAS-R-TZ HAS-HCR-TZ



carbon steel, strength class 8.8 stainless steel 1.4401 and 1.4571 high corrosion resistance steel 1.4529 and 1.4547



Plastic / Light duty metal anchors



Mechanical anchors



Setting information Installation temperature range: -40°C to +80°C In service temperature range Hilti HVZ adhesive anchor with anchor rod HAS-TZ may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +80 °C



+ 50ºC



+ 80ºC



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Curing time



196



Temperature of the base material



Full load curing time tcure



≥ 20 °C 10 °C to 20 °C 0 °C to 10 °C



1h 30 min 20 min



Feb-18



[mm] [mm] [mm]



M10x75 10 12 75



M12x95 12 14 95



M16x105 16 18 105



M16x125 16 18 125



M20x170 20 25



h1



[mm]



90



110



125



145



195



Min. thickness of concrete member



hmina)



[mm]



150



190



210



250



340



Diameter of clearance hole in the fixture



df.



[mm]



12



14



18



18



22



smin cmin



[mm] [mm]



50 50



60 60



70 70



70 70



80 80



smin cmin



[mm] [mm]



50 50



60 70



70 85



70 85



80 80



scr,sp



[mm]



2 ccr,sp



ccr,sp



[mm]



1,5hef



Critical spacing for concrete scr,N cone failure



[mm]



2 ccr,N



Critical edge distance for concrete cone failure b)



[mm]



1,5 hef 90



150



Cracked concrete Min. spacing Min. edge distance Non-cracked concrete Min. spacing Min. edge distance Critical spacing for splitting failure Critical edge distance for splitting failure a)



Torque moment c)



ccr,N



[Nm]



40



50



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin) b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. c) Max. recommended torque moment to avoid splitting failure during installation with min. spacing and/or edge distance



Feb-18



90



Chemical anchors



Drill hole depth



170



Mechanical anchors



d d0 hef



Plastic / Light duty metal anchors



Anchor size Diameter of element Nominal diameter of drill bit Effective anchorage depth



Concrete



Setting details



197



Concrete



Chemical anchors



Installation equipment Anchor size Rotary hammer Tools



M10x75 M12x95 M16x105 M16x125 M20x170 TE 1 -TE 30 TE 1 – TE 60 TE 30 – TE 80 compressed air gun and blow out pump, set of cleaning brushes, dispenser



Drilling and cleaning parameters HAS-TZ



M10 M12 M16 M20



Hammer drill d0 [mm]



10 12 16 20



Brush HIT-RB



Hollow Drill Bit size [mm]



16 20



10 12 16 20



Mechanical anchors



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HVZ. Hole drilling



Plastic / Light duty metal anchors



Hammer drilled hole For dry or wet concrete and installation in flooded holes (no sea water).



Hammer drilled hole with Hollow drill bit For dry and wet concrete, only. No cleaning required.



Hole cleaning



Manual cleaning for hammer drilled hole



198



Feb-18



Concrete



Setting the element



Chemical anchors



Check the setting depth.



Insert the foil capsule with the peak ahead to the back of the hole.



Loading the anchor after required curing time tcure.and apply installation torque



Use of filling set. Apply installation torque after required curing time, apply the lock nut and fill annular gap between anchor rod and ficture



Feb-18



199



Plastic / Light duty metal anchors



After required time remove the screwed on setting tool and excess mortar



Mechanical anchors



Drive the anchor rod with the plugged tool into the hole.



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Anchor version



Benefits HVU2 Mortar capsule



Chemical anchors



Concrete



HVU2 adhesive capsule



Anchor rod: HAS HAS-R HAS-HCR (M8-M20)



Plastic / Light duty metal anchors



Mechanical anchors



Anchor rod: HAS-E HAS-E-R HAS-E-HCR (M8-M20)



- SafeSet technology: Hilti hollow drill bit for automatic cleaning - Suitable for cracked and noncracked concrete C20/25 to C50/60 both for hammer drilled and diamond cored holes - Clean and fast installation that suits hard jobsite conditions - Suitable for dry and water saturated concrete - High loading capacity - Instant curing - Max. in service temperature range up to 120°C short term / 72°C long term



Internally threaded sleeve: HIS-N HIS-RN (M8-M16)



Base material



Concrete (non-cracked)



Concrete (cracked)



Load conditions



Dry concrete



Wet concrete



Installation conditions



Hammer drilled holes



Diamond drilled holes



200



Fire resistance



Other information



Hilti SafeSet technology



Approvals / certificates Description European Technical Assessment a) Fire test assessment a)



Static/ quasi-static



Small edge distance and spacing



European Technical Assessment



Authority / Laboratory DIBt, Berlin ING.Thiele, Pirmasens



All data given in this section according ETA-16/0515, issue 2017-07-13.



CE conformity



PROFIS Anchor design Software



Corrosion resistance



High corrosion resistance



No. / date of issue ETA-16/0515 / 2017-07-13 21735 / 2017-08-01



Feb-18



Concrete



Static and quasi-static resistance (for a single anchor)



Effective anchorage depth for static Anchor size HAS Eff. Anchorage depth hef [mm] Base material thickness hmin [mm] HIS-N Eff. Anchorage depth Base material thickness



hef hmin



[mm] [mm]



M8



M10



M12



M16



M20



80



90



110



125



170



110



120



140



160



220



90 120



110 150



125 170



170 230



-



Chemical anchors



All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25, fck,cube = 25 N/mm²



Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRu,m HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRu,m HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRu,m HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRu,m HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 1)



Feb-18



[kN]



[kN]



[kN]



[kN]



M8



M10



M12



M16



M20



19,8 25,2 22,1 25,2 26,3 27,3 10,0 14,0 12,2 14,0 13,7 13,7



31,6 40,2 35,2 40,2 48,3 43,1 15,9 22,2 19,4 22,2 24,2 21,0



45,6 58,1 50,8 58,1 70,4 62,0 22,8 32,0 28,0 32,0 35,7 31,5



86,3 93,7 93,7 93,7 131,3 115,5 43,2 60,6 53,0 60,6 66,2 57,8



117,8 148,6 148,6 148,6 58,9 94,2 82,4 94,2 -



13,3 13,3 13,3 13,3 26,3 27,3 10,0 14,0 12,2 14,0 13,7 13,7



31,6 31,9 31,9 31,9 48,3 43,1 15,9 22,2 19,4 22,2 24,2 21,0



45,6 46,8 46,8 46,8 66,8 62,0 22,8 32,0 28,0 32,0 35,7 31,5



66,8 66,8 66,8 66,8 105,9 105,9 43,2 60,6 53,0 60,6 66,2 57,8



105,9 105,9 105,9 105,9 58,9 94,2 82,4 94,2 -



Plastic / Light duty metal anchors



Mean ultimate resistance Anchor size



Mechanical anchors



Hammer drilled holes and hammer drilled holes with hollow drill bit 1):



Hilti hollow drill bit is available for the element sizes M12 to M20.



201



Concrete



Chemical anchors



Characteristic resistance Anchor size Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRk HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRk HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



Mechanical anchors



Tension NRk



Shear VRk



[kN]



[kN]



[kN]



M10



M12



M16



M20



18,9 24,1 23,2 24,1 25,0 26,0 9,5 13,3 11,6 13,3 13,0 13,0



30,1 42,2 37,0 42,2 46,0 41,0 15,1 21,1 18,5 21,1 23,0 20,0



43,4 58,3 53,3 58,3 67,0 59,0 21,7 30,5 26,7 30,5 34,0 30,0



70,6 70,6 70,6 70,6 111,9 110,0 41,1 57,7 50,5 57,7 63,0 55,0



111,9 111,9 111,9 111,9 56,1 89,7 78,5 89,7 -



10,1 10,1 10,1 10,1 23,0 23,0 9,5 13,3 11,6 13,3 13,0 13,0



24,0 24,0 24,0 24,0 37,1 37,1 15,1 21,1 18,5 21,1 23,0 20,0



35,2 35,2 35,2 35,2 50,3 50,3 21,7 30,5 26,7 30,5 34,0 30,0



50,3 50,3 50,3 50,3 79,8 79,8 41,1 57,7 50,5 57,7 63,0 55,0



79,8 79,8 79,8 79,8 56,1 89,7 78,5 89,7 -



Hilti hollow drill bit is available for the element sizes M12 to M20.



Plastic / Light duty metal anchors



1)



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



M8



202



Feb-18



Tension NRd



Shear VRd



[kN]



[kN]



[kN]



M16



M20



12,6 16,1 13,8 16,1 16,7 13,9 7,6 10,6 8,3 10,6 10,4 8,3



20,1 28,1 22,0 28,1 30,7 21,9 12,1 16,9 13,2 16,9 18,4 12,8



28,9 38,8 31,7 38,8 44,7 31,6 17,4 24,4 19,1 24,4 27,2 19,2



47,1 47,1 47,1 47,1 74,6 58,8 32,9 46,2 36,1 46,2 50,4 35,3



74,6 74,6 74,6 74,6 44,9 71,8 50,3 71,8 -



6,7 6,7 6,7 6,7 15,3 13,9 7,6 10,6 8,3 10,6 10,4 8,3



16,0 16,0 16,0 16,0 24,7 21,9 12,1 16,9 13,2 16,9 18,4 12,8



23,5 23,5 23,5 23,5 33,5 31,6 17,4 24,4 19,1 24,4 27,2 19,2



33,5 33,5 33,5 33,5 53,2 53,2 32,9 46,2 36,1 46,2 50,4 35,3



53,2 53,2



Hilti hollow drill bit is available for the element sizes M12 to M20.



Concrete



M12



53,2 53,2 44,9 71,8 50,3 71,8 -



Plastic / Light duty metal anchors



1)



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



M10



Chemical anchors



Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRd HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRd HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



M8



Mechanical anchors



Design resistance Anchor size



Feb-18



203



Concrete



Chemical anchors



Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRec HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRec HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



Tension NRec



Shear VRec



Plastic / Light duty metal anchors



Mechanical anchors



Recommended loads2) Anchor size



1) 2)



204



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



[kN]



[kN]



[kN]



M8



M10



M12



M16



M20



9,0 11,5 9,9 11,5 11,9 9,9 5,4 7,6 5,9 7,6 7,4 6,0



14,3 20,1 15,7 20,1 21,9 15,7 8,6 12,1 9,4 12,1 13,1 9,2



20,7 27,7 22,7 27,7 31,9 22,5 12,4 17,4 13,6 17,4 19,4 13,7



33,6 33,6 33,6 33,6 53,3 42,0 23,5 33,0 25,8 33,0 36,0 25,2



53,3 53,3 53,3 53,3 32,1 51,3 35,9 51,3 -



4,8 4,8 4,8 4,8 10,9 9,9 5,4 7,6 5,9 7,6 7,4 6,0



11,4 11,4 11,4 11,4 17,6 15,7 8,6 12,1 9,4 12,1 13,1 9,2



16,8 16,8 16,8 16,8 24,0 22,5 12,4 17,4 13,6 17,4 19,4 13,7



24,0 24,0 24,0 24,0 38,0 38,0 23,5 33,0 25,8 33,0 36,0 25,2



38,0 38,0 38,0 38,0 32,1 51,3 35,9 51,3 -



Hilti hollow drill bit is available for the element sizes M12-M20. With overall partial dafety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Feb-18



Tension NRu,m



Shear VRu,m



Feb-18



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



[kN]



M8



M10



M12



M16



M20



-



31,6 40,2 35,2 40,2 48,3 43,1 15,9 22,2 19,4 22,2 24,2 21,0



45,6 58,1 50,8 58,1 70,4 62,0 22,8 32,0 28,0 32,0 35,7 31,5



86,3 93,7 93,7 93,7 131,3 115,5 43,2 60,6 53,0 60,6 66,2 57,8



117,8 148,6 148,6 148,6 58,9 94,2 82,4 94,2 -



26,3 26,3 26,3 26,3 37,8 37,8 15,9 22,2 19,4 22,2 24,2 21,0



38,5 38,5 38,5 38,5 53,4 53,4 22,8 32,0 28,0 32,0 35,7 31,5



58,4 58,4 58,4 58,4 90,0 90,0 43,2 60,6 53,0 60,6 66,2 57,8



99,3 99,3 99,3 99,3 -



26,3 27,3 13,7 13,7



[kN]



[kN]



23,5 23,5 13,7 13,7



Mechanical anchors



Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRu,m HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRu,m HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



58,9 94,2 82,4 94,2 -



Plastic / Light duty metal anchors



Mean ultimate resistance Anchor size



Chemical anchors



Concrete



Diamond cored holes:



205



Concrete



Chemical anchors



Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRk HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRk HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



Tension NRk



Shear VRk



Plastic / Light duty metal anchors



Mechanical anchors



Characteristic resistance Anchor size



206



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



[kN]



M8



M10



M12



M16



M20



-



30,1 39,6 37,0 39,6 46,0 41,0 15,1 21,1 18,5 21,1 23,0 20,0



43,4 58,1 53,3 58,1 67,0 59,0 21,7 30,5 26,7 30,5 34,0 30,0



70,6 70,6 70,6 70,6 111,9 110,0 41,1 57,7 50,5 57,7 63,0 55,0



111,9 111,9 111,9 111,9 56,1 89,7 78,5 89,7 -



19,8 19,8 19,8 19,8 28,5 28,5 15,1 21,1 18,5 21,1 23,0 20,0



29,0 29,0 29,0 29,0 40,3 40,3 21,7 30,5 26,7 30,5 34,0 30,0



44,0 44,0 44,0 44,0 67,8 67,8 41,1 57,7 50,5 57,7 63,0 55,0



74,8 74,8 74,8 74,8 56,1 89,7 78,5 89,7 -



25,0 26,0 13,0 13,0



[kN]



[kN]



17,7 17,7 13,0 13,0



Feb-18



Tension NRd



Shear VRd



Feb-18



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



M16



M20



-



20,1 26,4 22,0 26,4 30,7 21,9 12,1 16,9 13,2 16,9 18,4 12,8



28,9 38,7 31,7 38,7 44,7 31,6 17,4 24,4 19,1 24,4 27,2 19,2



47,1 47,1 47,1 47,1 74,6 58,8 32,9 46,2 36,1 46,2 50,4 35,3



74,6 74,6 74,6 74,6 44,9 71,8 50,3 71,8 -



13,2 13,2 13,2 13,2 19,0 19,0 12,1 16,9 13,2 16,9 18,4 12,8



19,4 19,4 19,4 19,4 26,8 26,8 17,4 24,4 19,1 24,4 27,2 19,2



29,3 29,3 29,3 29,3 45,2 45,2 32,9 46,2 36,1 46,2 50,4 35,3



49,8 49,8 49,8 49,8 44,9 71,8 50,3 71,8 -



16,7 13,9 10,4 8,3



[kN]



[kN]



11,8 11,8 10,4 8,3



Concrete



M12



Chemical anchors



[kN]



M10



Mechanical anchors



Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRd HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRd HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



M8



Plastic / Light duty metal anchors



Design resistance Anchor size



207



Concrete



Chemical anchors



Recommended loads a) Anchor size Non-cracked concrete HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Tension NRec HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R Shear VRec HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 Cracked concrete



Mechanical anchors



Tension NRec



Shear VRec



Plastic / Light duty metal anchors



a)



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70 HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HIS-N 8.8 HIS-RN 70



[kN]



[kN]



M8



M10



M12



M16



M20



-



14,3 18,8 15,7 18,8 21,9 15,7 8,6 12,1 9,4 12,1 13,1 9,2



20,7 27,6 22,7 27,6 31,9 22,5 12,4 17,4 13,6 17,4 19,4 13,7



33,6 33,6 33,6 33,6 53,3 42,0 23,5 33,0 25,8 33,0 36,0 25,2



53,3 53,3 53,3 53,3 32,1 51,3 35,9 51,3 -



9,4 9,4 9,4 9,4 13,6 13,6 8,6 12,1 9,4 12,1 13,1 9,2



13,8 13,8 13,8 13,8 19,2 19,2 12,4 17,4 13,6 17,4 19,4 13,7



20,9 20,9 20,9 20,9 32,3 32,3 23,5 33,0 25,8 33,0 36,0 25,2



35,6 35,6 35,6 35,6 32,1 51,3 35,9 51,3 -



11,9 9,9 7,4 6,0



[kN]



[kN]



8,4 8,4 7,4 6,0



With overall partial safety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Materials Mechanical properties for HAS Anchor size Nominal tensile strength fuk



Yield strength fyk



HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR HAS-(E) 5.8 HAS-(E) 8.8 HAS-(E-)R HAS-(E-)HCR



[N/mm²]



[N/mm²]



M8 570 800 700 800 456 640 500 640



M10 570 800 700 800 456 640 500 640



M12 570 800 700 800 456 640 500 640



M16 570 800 700 800 456 640 500 640



M20 500 800 700 800 400 640 450 640



Stressed crosssection As



HAS



[mm²]



33,2



52,8



76,2



144



224



Moment of resistance W



HAS



[mm³]



27,0



54,1



93,8



244



474



208



Feb-18



[N/mm²]



[mm²] [mm³]



M10 490 800 700 700 410 640 350 450 108,0 58,0 430 62,3



M12 460 800 700 700 375 640 350 450 169,1 84,3 840 109,0



Concrete



[N/mm²]



M8 490 800 700 700 410 640 350 450 51,5 36,6 145 31,2



M16 460 800 700 700 375 640 350 450 256,1 157,0 1595 277,0



Chemical anchors



Mechanical properties for HIS-N Anchor size HIS-N Screw 8.8 Nominal tensile strength fuk HIS-RN Screw 70 HIS-N Screw 8.8 Yield strength fyk HIS-RN Screw 70 HIS-(R)N Stressed crosssection As Screw HIS-(R)N Moment of resistance W Screw



Material



HAS HAS-E



Strength class 5.8 or 8.8; Rupture elongation (l0=5d) > 8% ductile Electroplated zinc coated (≥5 µm); (F) hot dip galvanized ≥45 µm



HAS-R HAS-E-R



For ≤ M24: Strength class 70; Rupture elongation (l0=5d) > 8% ductile Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4438, 1.43362 EN 10088-1:2014



HAS-HCR HAS-E-HCR



Rupture elongation (l0=5d) > 8% ductile High corrosion resistance steel 1.4529, 1.1.4565 EN 10088-1:2014 Electroplated zinc coated (≥5 µm); (F) hot dip galvanized ≥45 µm Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 100881:2014



Washer



High corrosion resistance steel 1.4529, 1.1.4565 EN 10088-1:2014 Strength class adapted to strength class of threaded rod. Electroplated zinc coated (≥5 µm); hot dip galvanized ≥45 µm Strength class adapted to strength class of threaded rod. Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 100881:2014



Nut



Strength class adapted to strength class of threaded rod. High corrosion resistance steel 1.4529, 1.1.4565 EN 10088-1:2014



Material quality for HIS-N Part HIS-N



Internal threaded sleeve



C-steel 1.0718; Steel galvanized ≥ 5 µm



Screw 8.8



Strength class 8.8, A5 > 8 % Ductile Steel galvanized ≥ 5 µm



Internal threaded sleeve HIS-RN



Feb-18



Material



Screw 70



Stainless steel 1.4401,1.4571 Strength class 70, A5 > 8 % Ductile Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362



209



Plastic / Light duty metal anchors



Part



Mechanical anchors



Material quality for HAS



Concrete



Setting information Installation temperature range: -10°C to +40°C



Chemical anchors



In service temperature range Hilti HVU 2 adhesive may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I Temperature range II



-40 °C to +40 °C -40 °C to +80 °C



+24 °C +50 °C



+40 °C +80 °C



Temperature range III



-40 °C to +120 °C



+72 °C



+120 °C



Curing time Temperature of the base material -10 °C to -6 °C -5 °C to -1 °C 0 °C to 4 °C 5 °C to 9 °C 10 °C to 19 °C 20 °C to 40 °C



Minimum curing time tcure 5 hours 3 hours 40 min 20 min 10 min 5 min



Plastic / Light duty metal anchors



Mechanical anchors



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



210



Feb-18



Anchor size



M12



M16



M20



8x80



10x90



12x110



16x125



d1=dnom



[mm] [mm] d0



8 10



10 12



12 14



16 18



20x170 20 22



hef=h0



[mm]



80



90



110



125



170



df



[mm]



9



12



14



18



22



hmin



[mm]



110



120



140



160



220



Tmax smin cmin



[Nm] [mm] [mm]



10 40 40



20 50 45



40 60 45



80 75 50



150 90 55



scr,sp



2 ccr,sp 1,0hef



for h / hef ≥ 2,0



4,6 hef-1,8 h



for 2,0 > h/hef > 1,3



2,26 hef



for h / hef ≤ 1,3



Critical edge distance for splitting failure b)



ccr,sp



Critical spacing for concrete cone failure



scr,N



[mm]



2 ccr,N



Critical edge distance for concrete cone failure c)



ccr,N



[mm]



1,5 hef



[mm]



Mechanical anchors



Diameter of element Nom. diameter of drill bit Eff. Embedment depth and drill hole in the fixture Max. diameter of clearance hole in the fixture Min. thickness of concrete member Max. torque moment a) Min. spacing Min. edge distance Critical spacing for splitting failure



M10



Chemical anchors



Foil capsule HVU2



M8



Concrete



Setting details for HAS



Plastic / Light duty metal anchors



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Max. recommended torque moment to avoid splitting failure during installation with min. spacing and/or edge distance b) h: base material thickness (h ≥ hmin) c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



Feb-18



211



Concrete



Chemical anchors



Setting details of HIS-(R)N Anchor size Foil capsule HVU2



Plastic / Light duty metal anchors



Mechanical anchors



Critical edge distance for splitting failure b)



Critical spacing for concrete conedistance failure for Critical edge concrete cone failure c)



M10



M12



M16



10x90



12x110



16x125



[mm] [mm]



12,5 14



16,5 18



20,5 22



20x170 25,4 28



[mm]



90



110



125



170



df



[mm]



9



12



14



18



hmin Tmax hs smin cmin scr,sp



[mm] [Nm]



120 10 8-20 60 40



150 20 10-25 75 45



170 40 12-30 90 55



230 80



Diameter of element d1=dnom Nominal diameter of drill d0 bit Eff. Embedment depth hef=h0 and drill hole in the fixture Max. diameter of clearance hole in the fixture Min. thickness of concrete member Max. torque momenta) Thread engagement length min-max Min. spacing Min. edge distance Critical spacing for splitting failure



M8



[mm] [mm]



16-40 115 65



2 ccr,sp



ccr,sp



[mm]



1,0hef



for h / hef ≥ 2,0



4,6 hef-1,8 h



for 2,0 > h/hef > 1,3



2,26 hef



for h / hef ≤ 1,3



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Max. recommended torque moment to avoid splitting failure during installation with min. spacing and/or edge distance b) h: base material thickness (h ≥ hmin) c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



Installation equipment Anchor size Rotary hammer HAS Drill driver HIS-N



M8 M10 TE 1- TE 30



M12 M16 M20 TE 1-TE 60 TE 50-TE 60 TE 50–TE 80 SF (H) Compressed air gun, blow out pump, Hilti hollow drill bit Set of cleaning brushes



Other tools



Drilling and cleaning parameters



212



HAS



HIS-N



M8 M10 M12 M16 M20 -



M8 M10 M12 M16



Hammer drill



Hollow Drill Bit



Diamond coring



d0 [mm]



10 12 14 18 22 28



14 18 22 28



Brush HIT-RB size [mm]



12 14 18 22 28



12 14 18 22 28



Feb-18



Concrete



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Hole drilling



For dry or wet concrete and installation in flooded holes (no sea water).



Hammer drilled hole with Hollow drill bit For dry and wet concrete, only.



Chemical anchors



Hammer drilled hole



No cleaning required.



Hole cleaning



Manual cleaning for hammer drilled hole for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for hammer drilled hole for all drill hole diameters d0 and drill hole depths h0.



Hammer drilled flooded holes and diamond cored holes: for all drill hole diameters d0 and drill hole depths h0.



Feb-18



213



Plastic / Light duty metal anchors



For dry and wet concrete only.



Mechanical anchors



Diamond Coring



Concrete



Setting the element



Chemical anchors



Check the setting depth.



Insert the foil capsule with the peak ahead to the back of the hole.



Mechanical anchors



Drive the anchor rod with the plugged tool into the hole.



Plastic / Light duty metal anchors



Overhead installation.



Loading the anchor after required curing time tcure.



214



Feb-18



Feb-18



215



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Concrete



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Multimaterial



HIT-HY 170 injection mortar



- Suitable for non-cracked and cracked a) concrete C 20/25 to C 50/60



Hilti HIT-HY 170



- Suitable for dry and water saturated concrete



500 ml foil pack (also available as 330 ml foil pack)



- Small edge distance and anchor spacing possible - High corrosion / corrosion resistant - In service temperature range up to 80ºC short term / 50ºC long term



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8-M24) Internally threaded sleeve: HIS-N HIS-RN (M8-M16) a)



Applications only with HIT-V anchor rods.



Base material



Concrete (non-cracked)



Concrete (cracked) a)



Load conditions



Dry concrete



Installation conditions



Hammer drilled holes a)



Small edge embedment depth



Wet concrete



Static/ quasi-static



Other information



Variable embedment depth



Applications only with HIT-V anchor rods.



European Technical Assessment



CE conformity



Corrosion resistance



High corrosion resistance a)



Approvals / certificates Description European technical Approval a) a)



216



Authority / Laboratory DIBt, Berlin, Germany



All data given in this section according to ETA-14/0457, issue 2015-03-10.



No. / date of issue ETA-14/0457 / 2015-03-10



Feb-18



Base material thickness HIS-N Embedment depth Base material thickness a)



M8



M10



M12



M16



M20



M24



h



[mm] [mm]



80 110



90 120



110 140



125 165



170 220



210 270



hef h



[mm] [mm]



90 120



110 150



125 170



170 230



-



-



hef



The allowed range of embedment depth is shown in the setting details.



For hammer drilled holes, hammer drilled holes with Hilti hollow drill bit: Mean ultimate resistance Anchor size Non-cracked concrete Tension NR,um Shear VR,um Cracked concrete Tension NR,um Shear VR,um



HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIT-V 5.8



[kN] [kN] [kN] [kN]



M8



M10



M12



M16



M20



M24



18,9 26,3 9,5 13,7



30,5 48,3 15,8 24,2



44,1 70,4 22,1 35,7



83,0 131,3 41,0 66,2



129,2 64,1 -



185,9 92,4 -



-



20,6 15,8



30,3 22,1



45,9 41,0



-



-



M8



M10



M12



M16



M20



M24



18,0 25 9,0 13,0



28,3 46,0 15,0 23,0



41,5 67,0 21,0 34,0



62,8 111,9 39,0 63,0



106,8 61,0 -



153,7 88,0 -



-



15,6 15,0



22,8 21,0



34,6 39,0



-



-



Characteristic resistance Anchor size Non-cracked concrete Tension NRk Shear VRk Cracked concrete Tension NRk Shear VRk



Feb-18



HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIT-V 5.8



[kN] [kN] [kN] [kN]



217



Multimaterial



Chemical anchors



Embedment depth a) Anchor size HIT-V Embedment depth



Mechanical anchors



All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperature range I (min. base material temp. -40°C, max. long/short term base material temp.: +24°C/40°C)



Plastic / Light duty metal anchors



Basic loading data (for a single anchor)



Multimaterial



Design resistance Anchor size Non-cracked concrete Tension NRd



Chemical anchors



Shear VRd Cracked concrete Tension NRd Shear VRd



Shear VRec Cracked concrete



Mechanical anchors



HIT-V 5.8 HIT-V 5.8



[kN] [kN]



Tension NRec Shear VRec a)



HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIT-V 5.8



M10



M12



M16



M20



M24



12,0 16,7 7,2 10,4



18,8 30,7 12,0 18,4



27,6 44,7 16,8 27,2



41,9 74,6 31,2 50,4



71,2 48,8 -



102,5 70,4 -



-



10,4 12,0



15,2 16,8



23,0 31,2



-



-



[kN]



Recommended loads a) Anchor size Non-cracked concrete Tension NRec



Plastic / Light duty metal anchors



HIT-V 5.8 HIS-N 8.8 HIT-V 5.8 HIS-N 8.8



M8



[kN] [kN]



[kN]



M8



M10



M12



M16



M20



M24



8,6 11,9 5,1 7,4



13,5 21,9 8,6 13,1



19,7 31,9 12,0 19,4



29,9 53,3 22,3 36,0



50,9 34,9 -



73,2 50,3 -



-



7,4 8,6



10,9 12,0



16,5 22,3



-



-



M8



M10



M12



M16



M20



M24



500 800 700 800 400 640 450 640 36,6 31,2



500 800 700 800 400 640 450 640 58,0 62,3



500 800 700 800 400 640 450 640 84,3 109



500 800 700 800 400 640 450 640 157 277



500 800 700 800 400 640 450 640 245 541



500 800 700 700 400 640 450 400 353 935



With overall partial safety factor for action γ=1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



Materials Materials properties for HIT-V Anchor size Nominal tensile strength fuk



Yield strength fyk Stressed cross-section As Moment of resistance W



HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR HIT-V HIT-V



[N/mm²]



[N/mm²] [mm²] [mm³]



Mechanical properties for HIS-N Anchor size Nominal tensile strength fuk



Yield strength fyk



Stressed cross-section As Moment of resistance W



218



HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-(R)N Screw HIS-(R)N Screw



[N/mm²]



[N/mm²]



[mm²] [mm³]



M8



M10



M12



M16



490 800 700 700 390 640 350 450 51,5 36,6 145 31,2



490 800 700 700 390 640 350 450 108,0 58 430 62,3



490 800 700 700 390 640 350 450 169,1 84,3 840 109



490 800 700 700 390 640 350 450 256,1 157 1595 277



Feb-18



Hilti Meter rod, AM 8.8 (HDG) Washer Nut Stainless Steel



Multimaterial



Zinc coated steel Threaded rod, HIT-V 5.8 (F) Threaded rod, HIT-V 8.8 (F)



Material Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m (HDG) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Chemical anchors



Material quality for HIT-V Part



Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HIT-V-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014



HIS-RN



Screw 8.8 Internal threaded sleeve Screw 70



Material C-steel 1.0718 / Steel galvanized ≥ 5 µm Strength class 8.8, A5 > 8 % Ductile / Steel galvanized ≥ 5 µm



Plastic / Light duty metal anchors



Material quality for HIS-N Part Internal threaded sleeve HIS-N



Mechanical anchors



Threaded rod, HIT-V-R



Stainless steel 1.4401,1.4571 Strength class 70, A5 > 8 % Ductile Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362



Setting information Installation temperature range -5ºC to +40ºC In service temperature range Hilti HIT-HY 170 injection mortar with anchor rod HIT-V may be applied in the temperature ranges given below. An elevated base material temperature leads to a reduction of the design bond resistance. Temperature in the base material Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I Temperature range II



-40 °C to +40 °C -40 °C to +80 °C



+24 °C +50 °C



+40 °C +80 °C



Feb-18



219



Multimaterial



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



Chemical anchors



Curing and working time a)



a)



Temperature of the base material



Maximum working time twork



Maximum curing time tcure



-5 °C ≤ TBM ≤ 0 °C a)



10 min



12 hours



0 °C ≤ TBM ≤ 5 °C



10 min



5 hours



5 °C ≤ TBM ≤ 10 °C



8 min



2,5 hours



10°C ≤ TBM ≤ 20 °C



5 min



1,5 hours



20 °C ≤ TBM ≤ 30 °C



3 min



45 min



30 °C ≤ TBM ≤ 40 °C



2 min



30 min



a)



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Plastic / Light duty metal anchors



Mechanical anchors



Setting details for HIT-V Anchor size



M8 M10 M12 10 12 14 8 10 12 60 60 70 96 120 144 hef + 30 mm ≥100 mm



M16 18 16 80 192



M20 22 20 90 240 hef + 2 d0



M24 28 24 96 288



Nominal diameter of drill bit Diameter of the element Eff. embedment depth and drill hole depth a)



d0 d hef,min hef,ma



Min. base material thickness Max. diameter of clearance hole in the fixture Max. torque moment b) Min. spacing Min. edge distance Critical spacing for splitting failure



x hmin



[mm] [mm] [mm] [mm] [mm]



df



[mm]



9



12



14



18



22



26



Tmax smin cmin



[mm] [mm] [mm]



10 40 40



20 50 50



40 60 60



80 80 80



150 100 100



200 120 120



scr,sp



[mm]



Critical edge distance for splitting failure c) Critical spacing for concrete cone failure Critical edge distance for concrete cone failure d)



ccr,sp



[mm]



2 ccr,sp 1,0  hef



for h / hef ≥ 2,00



4,6 hef – 1,8 h



for 2,00 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



scr,N



[mm]



2 ccr,sp



ccr,N



[mm]



1,5 hef



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced.hef,min ≤ hef ≤ hef,max (hef: embedment depth) a) Maximum recommended torque moment to avoid splitting failure during instalation with minimum spacing and edge distance b) h: base material thickness (h ≥ hmin) c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.



220



Feb-18



M8 14 12,5 90 120



M10 18 16,5 110 150



M12 22 20,5 125 170



M16 28 25,4 170 230



df



[mm]



9



12



14



18



hs



[mm]



8-20



10-25



12-30



16-40



smin cmin



[mm] [mm]



60 40



75 45



90 55



115 65



40



80



scr,sp [mm]



ccr,sp [mm]



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



scr,N



[mm]



2 ccr,N



ccr,N



[mm]



1,5 hef



Tmax [Nm]



Chemical anchors



Multimaterial Critical spacing for concrete cone failure Critical edge distance for concrete cone failure b) Torque moment c)



[mm] [mm] [mm] [mm]



Mechanical anchors



Critical edge distance for splitting failure a)



d0 d hef hmin



10



20



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin), hef: embedment depth b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side. c) Maximum recommended torque moment to avoid splitting failure during installation with minimun spacing and/or edge distance. hs



Plastic / Light duty metal anchors



Setting details for HIS-N Anchor size Nominal diameter of drill bit Diameter of element Eff. embedment depth and drill hole depth a) Diameter of clearance hole in the fixture Thread engagement length min-max Min. spacing Min. edge distance Critical spacing for splitting failure



df d0



h0 = hef



tfix



h



Installation equipment Anchor size HIT-V Rotary hammer HIS-N Other tools



Feb-18



M8



M10 M12 M16 M20 M24 TE 2 (-A) – TE 30 (-A) TE 40 - TE 80 TE 2 (-A) – TE 30 (-A) TE 40 - TE 80 compressed air gun and blow out pump, set of cleaning brushes, dispenser



221



HIT-V



HIS-N



Hammer drill



Brush HIT-RB



d0 [mm]



Chemical anchors



Multimaterial



Drilling and cleaning parameters



M8 M10 M12 M16 M20 M24



M8 M10 M12 M16



10 12 14 18 22 28



Piston plug HIT-SZ size [mm]



10 12 14 18 22 28



12 14 18 22 28



Setting instructions *For detailed information on installation see instruction for use given with the package of the product Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 170. Drilling



Hammer drilled hole (HD)



Cleaning



Plastic / Light duty metal anchors



Mechanical anchors



Safety regulations.



Manual cleaning (MC) Non-cracked concrete only for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 .



Injection



Injection system preparation.



222



Feb-18



Multimaterial



Chemical anchors



Injection method for drill hole



Injection method for overhead application and/or installation with embedment depth hef > 250 mm.



Setting the element



Mechanical anchors



Setting element, observe working time “twork”.



Setting element for overhead applications



Feb-18



Plastic / Light duty metal anchors



Loading the anchor after required curing time tcure



223



Anchor design (ETAG 029) / Rods&Sleeves / Masonry Injection mortar system



Benefits Hilti HIT-HY 170



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Multimaterial



HIT-HY 170 injection mortar



500 ml foil pack (also available as 330 ml foil pack)



- Chemical injection fastening for the most common types of base materials: - Hollow and solid clay bricks, calcium silicate bricks, normal and light weight concrete blocks - Two-component hybrid mortar



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR (M8-M12) Internally threaded sleeve: HIT-IC (M8-M12) HIT-SC sieve sleeve (16-22)



Base material



Solid brick



Hollow brick



Small edge embedment depth



- Mortar filing control wit HIT-SC sleeves



Load conditions



Static/ quasi-static



Installation conditions



Hammer drilled holes



- Versatile and convenient handling with HDE dispenser



Other information



Variable embedment depth



European Technical Assessment



CE conformity



Corrosion resistance



High corrosion resistance



PROFIS Anchor design software



Approvals / certificates Description European technical Approval a) b)



224



Authority / Laboratory DIBt, Berlin, Germany



All data given in this section according to ETA-15/0197, issue 2015-12-09.



No. / date of issue ETA-15/0197 / 2015-12-09



Feb-18



Generic bricks Brick types and properties Size [mm]



tO [mm]



tI [mm]



a [mm]



fb [N/mm2]



ρ [kg/dm3]



Page



Solid clay brick Mz, 2DF



l: ≥ 240 b: ≥ 115 h: ≥ 113



-



-



-



12



2,0



17



Hollow clay brick Hlz, 10DF



l: 300 b: 240 h: 238



tO1:12 tO2:15



tI1:11 tI2:15



a1: 10 a2: 25



12/20



1,4



17



l: ≥ 240 b: ≥ 115 h: ≥ 113



-



-



-



12/28



2,0



17



l: 248 b: 240 h: 238



tO1:34 tO2:21



tI1:12 tI2:30



a1: 50 a2: 50



12/20



1,4



17



l: 495 b: 240 h: 238



tO1:45 tO2:51



tI1:35 tI2:36



a1:196 a2: 52



2/6



0,8



18



l: 500 b: 200 h: 200



tO1:30 tO2:15



tI1:15 tI2:15



a1:133 a2: 75



4/10



1,0



18



Brick Data code Solid Clay SC



ETA



Brick name



Image



Hollow Clay HC



ETA



Solid Calcium Silicate SCS



ETA



Solid silica brick KS, 2DF



Hollow Calcium Silicate HCS



ETA



Hollow silica brick KSL, 8DF



Hollow lightweight concrete HLWC



ETA



Hollow lightweight concrete brick



Hollow normal weight concrete HNWC



Feb-18



ETA



Hollow normal weight concrete brick



225



Multimaterial



Chemical anchors



Interior dimensions of the majority of the holes



Exterior brick dimensions



Mechanical anchors



Instruction to this technical data  Identify/choose your brick (or brick type) and its geometrical/physical properties on the following tables.Information about edge and spacing criteria for every brick is available on page 4.  The pages reffered on the last column of the table below contain the design resistance loads for pull-out failure of the anchor, brick breakout failure and local brick failure for each respective brick. Notice that the data displayed on these tables is only valid for single anchors with distance to edge equal to or greater than c cr – for other cases not covered, use PROFIS Anchor software, consult ETA-15/0197 or contact Hilti Engineering Team.  The resistance loads provided by this technical data manual are valid only for exact same masonry unit (hollow bricks) or for units made of the same base material with equal or higher size and compressive strength (solid bricks). For other cases, on-site tests must be performed-please consult page 8.



Plastic / Light duty metal anchors



Brick types and properties



Multimaterial



Chemical anchors



Anchor installation parameters Brick position:



Spacing and edge distance:



 Header (H): The longest dimension of the brick represents the width of the wall  Stretcher (S): The longest dimension of the brick represents the length of the wall



 c - Distance to the edge  s ║ - Spacing parallel to the horizontal joint  s ┴ - Spacing perpendicular to the horizontal joint



Minimum and characteristic spacing and edge distance parameters



 cmin – Minimum edge distance  ccr – Characteristic edge



parallel to the bed joint  scr ║ - Characteristic spacing distance parallel to the bed joint



 smin ┴ - Min. spacing distance



perpendicular to the bed joint  scr ┴ - Characteristic spacing distance perpendicular to the bed joint



Allowed anchor positions: c ≥ ccr = cmin



Plastic / Light duty metal anchors



Mechanical anchors



distance



 smin ║ - Min. spacing distance



c ≥ ccr = cmin



sII ≥ scr II = smin II



s┴ ≥ scr ┴ = smin ┴



 This FTM includes the load data for single anchors in masonry with a distance to edge equal to or greater than the characteristic edge distance.



sII ≥ scr II = smin II s┴ ≥ scr ┴ = smin ┴



226



Feb-18



Anchor dimensions Anchor size Embedment depth Embedment depth



smin┴ = scr┴ [mm] 115 240 115 240 240 200



M8 HIT-V-(R, HCR) hef HIT-IT hef



Multimaterial



sminII= scrII [mm] 240 300 240 248 240 200



M10 80 80



[mm] [mm]



Chemical anchors



Edge and spacing distances per brick cmin= ccr Brick code [mm] SC 115 HC 150 SCS 115 HCS 125 HLC 250 HNC 200



M12







Anchorages are designed under the responsibility of an engineer experienced in anchorages and masonry work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to supports, etc.). Anchorages under static or quasi-static loading are designed in accordance with: ETAG 029, Annex C, Design method A.



Basic loading data (for a single anchor) The load tables provide the design resistance load for a single loaded anchor.



All data in this section applies to:  



Edge distance c ≥ ccr = cmin. Correct anchor setting (see instruction for use, setting details) Anchorages subject to:



Hilti HIT-HY 170 with HIT-V or HIT-IC



Masonry



in solid bricks



in hollow bricks



Hole drilling



hammer mode



rotary mode



Use category: dry or wet structure



Category d/d - Installation and use in structures subject to dry internal conditions. Category w/d - Installation in dry or wet substrate and use in structures subject to dry, internal conditions. Category w/w - Installation and use in structures subject to dry or wet environmental conditions.



Installation direction Use category Temperature in the base material at installation Temperature range Ta: In-service temperature Temperature range Tb:



Feb-18



horizontal b (solid masonry)



c (hollow or perforated masonry)



+5° C to +40° C



-5° C to +40° C



-40 °C to +40°C



(max. long term temperature +24°C and max. short term temperature +40 °C)



-40 °C to +80°C



(max. long term temperature +50°C and max. short term temperature +80 °C)



227



Plastic / Light duty metal anchors



 



Mechanical anchors



Design



Multimaterial



Chemical anchors



Tension loading The design tensile resistance is the lower value of - Steel resistance:



NRd,s



- Pull-out of the anchor:



NRd,p



- Brick breakout failure:



NRd,b



Pull out of one brick



NRd,pb



-



Shear loading The design shear resistance is the lower value of - Steel resistance: -



Local brick failure:



Plastic / Light duty metal anchors



Mechanical anchors



- Pushing out of one brick:



VRd,s VRd,b VRd,pb



Design tension and shear resistances – Steel failure for HIT-V Anchor size M8 12,2 HIT-V 5.8(F) 19,5 HIT-V 8.8(F) Tension NRd,s [kN] 13,7 HIT-V-R 19,5 HIT-V-HCR 7,4 HIT-V 5.8(F) 11,7 HIT-V 8.8(F) Shear VRd,s [kN] 8,2 HIT-V-R 11,7 HIT-V-HCR 15,0 HIT-V 5.8(F) 24,0 HIT-V 8.8(F) M0Rd,s [Nm] 16,9 HIT-V-R 24,0 HIT-V-HCR



M10 19,3 30,9 21,7 30,9 11,6 18,6 13,0 18,6 29,9 47,8 33,6 47,8



Design tension and shear resistances – Steel failure for internally threaded sleeves HIT-IC Anchor size M8 M10 3,9 4,8 Tension NRd,s HIT-IC [kN] 7,4 11,6 HIT-IC Shear VRd,s [kN] 11,7 18,6 Screw 8.8 15,0 29,9 HIT-IC M0Rd,s [Nm] 24,0 47,8 Screw 8.8



228



M12 28,1 44,9 31,6 44,9 16,9 27,0 18,9 27,0 52,4 83,8 59,0 83,8



M12 9,1 16,9 27,0 52,4 83,8



Feb-18



Anchor size



fb [N/mm²]



w/w and w/d Ta Tb Ta Loads [kN]



d/d Tb



SC - Solid clay brick Mz, 2DF HIT-V



M8, M10, M12



1,2



1,0



1,2



1,0



HIT-IC



M8



1,2



1,0



1,2



1,0



HIT-IC



M10, M12



1,6



1,4



1,6



1,4



HIT-V + HIT-SC



M8, M10, M12



1,6



1,4



1,6



1,4



HIT-IC + HIT-SC



M8, M10, M12



1,6



1,4



1,6



1,4



HIT-V HIT-V + HIT-SC (ccr = cmin = 115mm) HIT-IC HIT-IC + HIT-SC



M8, M10, M12 M8, M10, M12 M8, M10, M12 M8, M10, M12



NRd,p = NRd,b



(ccr = cmin = 115mm)



VRd,b



80



80



12



12



Multimaterial



Load type



hef [mm]



Chemical anchors



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr = cmin) for single anchor applications



1,4



HIT-V + HIT-SC



VRd,b



HIT-V + HIT-SC



(ccr = cmin = 150 mm) HIT-IC + HIT-SC



M8, M10, M12 M8, M10, M12



80



M8, M10, M12 M8, M10, M12



80



12



1,2



1,0



1,2



1,0



20



1,4



1,2



1,4



1,2



12



0,8



20



1,2



SCS - Solid silica brick KS, 2DF NRd,p = NRd,b



HIT-V HIT-IC



(ccr = cmin = 115 mm) HIT-V + HIT-SC



M8, M10, M12 M8, M10, M12



HIT-IC + HIT-SC



M8, M10, M12 M8, M10, M12



HIT-V HIT-V + HIT-SC (ccr = cmin = 115 mm) HIT-IC HIT-IC + HIT-SC



M8, M10, M12 M8, M10, M12 M8, M10, M12 M8, M10, M12



VRd,b



80



80



12



2,2



2,0



2,4



2,0



28



3,4



3,0



3,4



3,0



12



1,6



1,4



2,2



2,0



28



2,4



2,2



3,2



3,0



1,4



1,2



2,0



1,8



12



1,6



28



2,4



HCS - Hollow silica brick KSL, 8DF NRd,p = NRd,b



HIT-V + HIT-SC



(ccr = cmin = 125 mm) HIT-IC + HIT-SC



VRd,b



HIT-V + HIT-SC



(ccr = cmin = 125 mm) HIT-IC + HIT-SC



Feb-18



M8, M10, M12 M8, M10, M12 M8, M10, M12 M8, M10, M12



80 80



12



1,2



1,0



20



1,6



1,4



12



3,4



20



4,8



229



Plastic / Light duty metal anchors



NRd,p = NRd,b



(ccr = cmin = 150 mm) HIT-IC + HIT-SC



Mechanical anchors



HC - Hollow clay brick Hlz, 10DF



Multimaterial



Load type



w/w and w/d d/d Ta Tb Ta Loads [kN]



Tb



2



0,5



0,4



0,6



0,5



6



0,8



0,6



1,0



0,8



fb [N/mm²]



HLWC – Hollow lightweight concrete brick HBL, 16DF HIT-V + HIT-SC (ccr = cmin = 250 mm) HIT-IC + HIT-SC NRd,p = NRd,b



Chemical anchors



hef [mm]



Anchor size



VRd,b



HIT-V + HIT-SC



(ccr = cmin = 250 mm) HIT-IC + HIT-SC



M8, M10, M12 M8, M10, M12



80



M8, M10, M12 M8, M10, M12



80



2



1,0



6



1,6



4



0,4



HNWC – Hollow normal weight concrete brick Parpaing creux NRd,p = NRd,b



HIT-V + HIT-SC



VRd,b



HIT-V + HIT-SC



(ccr = cmin = 200 mm) HIT-IC + HIT-SC (ccr = cmin = 200 mm) HIT-IC + HIT-SC



M8, M10, M12 M8, M10, M12



80



M8, M10, M12 M8, M10, M12



80



10



0,5



0,6



4



1,0



10



1,6



Plastic / Light duty metal anchors



Mechanical anchors



Design tension and shear resistances – Pull out and pushing out of one brick failures Pull out of one brick (tension): NRd,pb = 2 ∙ l ∙ b ∙ (0,5 ∙ fvko + 0,4 ∙ σd) / (2,5 ∙ 1000) [kN] NRd,pb* = (2 ∙ l ∙ b ∙ (0,5 ∙ fvko + 0,4 ∙ σd) + b ∙ h ∙ fvko) / (2,5 ∙ 1000) [kN] * this equation is applicable if the vertical joints are filled



Pushing out of one brick (shear): VRd,pb = 2 ∙ l ∙ b ∙ (0,5 ∙ fvko + 0,4 ∙ σd) / (2,5 ∙ 1000) [kN]



σd = design compressive stress perpendicular to the shear (N/mm 2) fvko = initial shear strength according to EN 1996-1-1, Table 3.4 Brick type Clay brick All other types



230



Mortar strength M2,5 to M9 M10 to M20 M2,5 to M9 M10 to M20



fvko [N/mm2] 0,20 0,30 0,15 0,20



Feb-18



For other bricks in solid or hollow masonry, not covered by the Hilti HIT-HY 170 ETA or this technical data manual, the characteristic resistance may be determined by on-site tension tests (pull-out tests or proof-load tests), according to ETAG029, Annex B.



Chemical anchors



Multimaterial



On-site test



For the evaluation of test results, the characteristic resistance shall be obtained taking into account the factor, which considers the different influences of the product.



Use categories



w/w and w/d



Temperature range Base material



Mechanical anchors



The factor for the brick types covered by the Hilti HIT-HY 170 ETA is provided in the following table:



d/d



Ta*



Tb*



Ta*



Tb*



0,97



0,83



0,97



0,83



0,96



0,84



0,97



0,84



0,69



0,62



0,91



0,82



0,97



0,83



0,97



0,83



0,69



0,62



0,91



0,82



0,89



0,81



0,97



0,86



0,97



0,80



0,97



0,80



Elements HIT-V or HIT-IC



Solid clay brick



HIT-V + HIT-SC HIT-V or HIT-IC



Solid calcium silicate brick



HIT-V + HIT-SC HIT-IC + HIT-SC



Hollow clay brick Hollow calcium silicate brick Hollow lightweight concrete brick Hollow normal weight concrete brick



HIT-V + HIT-SC HIT-IC + HIT-SC HIT-V + HIT-SC HIT-IC + HIT-SC HIT-V + HIT-SC HIT-IC + HIT-SC HIT-V + HIT-SC HIT-IC + HIT-SC



Plastic / Light duty metal anchors



HIT-IC + HIT-SC



*Ta / Tb, w/w and d/d anchorage parameters, as defined on Tables pages 8-9



Applying the factor from the table above, the characteristic tension resistance N Rk can be obtained. Characteristic shear resistance VRk can also be directly derived from NRk. For detailed procedure consult ETAG 029, Annex B.



Feb-18



231



Multimaterial



Chemical anchors



Materials Material quality Part Threaded rod HIT-V 5.8 (F) Threaded rod HIT-V 8.8 (F) Threaded rod HIT-V-R Threaded rod HIT-V-HCR Internally threaded sleeve HIT-IC Washer



Plastic / Light duty metal anchors



Mechanical anchors



Hexagon nut



Internally threaded sleeve HIT-IC Sieve sleeve HIT-SC



Material Strength class 5.8, A5 > 8% ductile Steel galvanized  5m; (F) Hot dip galvanized ≥ 45 m Strength class 8.8, A5 > 8% ductile Steel galvanized  5m; (F) Hot dip galvanized ≥ 45 m Strength class 70 for ≤ M24 and class 50 for > M24, A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 A5 > 8% ductile High corrosion resistant steel 1.4528, 1.4565 A5 > 8% ductile Electroplated zinc coated  5m Steel galvanized Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 High corrosion resistant steel 1.4529, 1.4565 EN 10088 Strength class 8 Electroplated zinc coated  5m Hot dip galvanized  45m Strength class 70 Stainless steel grade A4 1.4401;1.4404;1.4578;1.4571;1.4439; 1.4362 Strength class 70, high corrosion resistant steel,1.4529; 1.4565 A5 > 8% ductile Electroplated zinc coated  5 m Frame: Polyfort FPP 20T Sieve: PA6.6 N500/200



Base materials: Solid brick masonry. The characteristic resistances are also valid for larger brick sizes and larger compressive strengths of the masonry unit. Hollow brick masonry Mortar strength class of the masonry: M2,5 at minimum according to EN 998-2: 2010. For other bricks in solid masonry and in hollow or perforated masonry, the characteristic resistance of the anchor may be determined by on-site tests according to ETAG 029, Annex B under consideration of the β-factor according to Table page 9.



   



Setting information Installation temperature range: -5°C to +40°C In service temperature range Hilti HIT-HY 100 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II



232



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Max. long term base material temperature + 24 °C + 50 °C



Max. short term base material temperature + 40 °C + 80 °C



Feb-18



Multimaterial



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Temperature of the base material



Maximum working time twork



Minimum curing time tcure



-5 °C ≤ TBM ≤ 0 °C a) 0 °C ≤ TBM ≤ 5 °C a)



10 min 10 min 8 min



12 h 5h 2,5 h



5 min 3 min 2 min



1,5 h 45 min 30 min



5 °C ≤ TBM ≤ 10 °C 10°C ≤ TBM ≤ 20 °C 20 °C ≤ TBM ≤ 30 °C 30 °C ≤ TBM ≤ 40 °C



Chemical anchors



Working time and curing time



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled. a) Data valid for hollow bricks only



Insallation Paramenters



Plastic / Light duty metal anchors



Mechanical anchors



Single sieve sleeve, 50mm > hef > 80mm



Installation parameters of HIT-V with sieve sleeve HIT-SC in hollow and solid brick Threaded rods and HIT-V



M8



with HIT-SC



M10 16x85



M12 18x85



Nominal diameter of drill bit



d0



[mm]



16



16



18



Drill hole depth



h0



[mm]



95



95



95



Effective embedment depth



hef



[mm]



80



80



80



Maximum diameter of clearance hole in the fixture



df



[mm]



9



12



14



Minimum wall thickness



hmin



[mm]



115



115



115



Brush HIT-RB



16



16



18



Number of strokes HDM



6



6



8



Number of strokes HDE 500A Maximum torque moment for



5



5



6



all brick types except “parpaing creux”



Tmax



[Nm]



3



4



6



Maximum torque moment for Tmax “parpaing creux”



[Nm]



2



2



3



Feb-18



233



Multimaterial



Chemical anchors



Installation parameters of HIT-IC with HIT-SC in hollow and solid brick HIT-IC M8 with HIT-SC



M10



M12



16x85



18x85



22x85



Nominal diameter of drill bit Drill hole depth



d0 h0



[mm]



16



18



22



[mm]



95



95



95



Effective embedment depth



hef



[mm]



80



80



80



Thread engagement length Maximum diameter of clearance hole in the fixture Minimum wall thickness



hs



[mm]



8…75



10…75



12…75



df



[mm]



9



12



14



hmin



[mm]



115



115



115



Brush HIT-RB



16



18



22



Number of strokes HDM



6



8



10



Number of strokes HDE-500



5



6



8



3



4



6



M8



M10



M12



10



12



14



50…300



50…300



50…300



Maximum torque moment



Tmax



[Nm]



Plastic / Light duty metal anchors



Mechanical anchors



Solid bricks without sieve sleeves a)



Installation parameters of HIT-V in solid bricks Threaded rods and HIT-V Nominal diameter of drill bit Drill hole depth = Effective embedment depth Maximum diameter of clearance hole in the fixture Minimum wall thickness



d0



[mm]



h0= hef [mm] df



[mm]



9



12



14



hmin



[mm]



h0+30



h0+30



h0+30



10



12



14



Tmax



[Nm]



5



8



10



Brush HIT-RB Maximum torque moment a)



234



Hilti recommends the anchoring in masonry always with sieve sleeve. Anchors can only be installed without sieve sleeves in solid bricks when it is guaranteed that it has not any hole or void.



Feb-18



[mm]



14



16



18



h0= hef [mm]



80



80



80



hs



[mm]



8…75



10…75



12…75



df



[mm]



9



12



14



hmin



[mm]



115



115



115



14



16



18



5



8



10



Brush HIT-RB Maximum torque moment a)



Tmax



[Nm]



Multimaterial



d0



M12x80



Hilti recommends the anchoring in masonry always with sieve sleeve. Anchors can only be installed without sieve sleeves in solid bricks when it is guaranteed that it has not any hole or void.



Installation equipment Anchor size Rotary hammer



M8



M10 M12 TE2(A) – TE30(A) compressed air gun or blow out pump, set of cleaning brushes, dispenser



Other tools



Drilling and cleaning parameters HIT-V + sieve sleeve



HIT-IC a)



HIT-IC + sieve sleeve



Hammer drill



M8 M10 M12 -



M8 M10 M12 -



M8 M10 M12 -



M8 M10 M12



10 12 14 16 16 18 22



a)



Feb-18



d0 [mm]



Installation without the sieve sleeve HIT-SC can be used only in case of solid bricks.



Brush Piston plug HIT-RB HIT-SZ size [mm]



10 12 14 16 16 18 22



Plastic / Light duty metal anchors



HIT-V a)



Mechanical anchors



Nominal diameter of drill bit Drill hole depth = Effective embedment depth Thread engagement length Maximum diameter of clearance hole in the fixture Minimum wall thickness



M10x80



Chemical anchors



Installation parameters of HIT-IC in solid bricks HIT-IC M8x80



12 14 16 16 18 22



235



Multimaterial



Chemical anchors



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 170. Drilling



In hollow bricks: rotary mode



Mechanical anchors



In solid bricks: hammer mode



Cleaning



Manual cleaning (MC)



Plastic / Light duty metal anchors



Compressed air cleaning (CAC)



Instructions for solid bricks without sieve sleeve Injection system



Injection system preparation.



Injection method for drill hole



236



Feb-18



Chemical anchors



Presetting element, observe working time “twork”,



Multimaterial



Setting the element



Loading the anchor: After required curing time tcure the anchor can be loaded. Instructions for hollow and solid bricks with sieve sleeve Praparation of the sieve sleeve



Close lid and insert sieve sleeve manually



Injection system preparation.



Injection system: hollow bricks



Installation with sieve sleeve HIT-SC



Setting the element



Presetting element, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



237



Plastic / Light duty metal anchors



Mechanical anchors



Injection system



Anchor design (ETAG 001) / Rebar elements / Concrete Injection mortar system



Benefits - Suitable for non-cracked and cracked concrete C 12/15 to C 50/60



Hilti HIT-HY 170



Chemical anchors



Multimaterial



HIT-HY 170 injection mortar



500 ml foil pack (also available as 330 ml foil pack)



- Suitable for dry and water saturated concrete - High loading capacity and fast cure - In service temperature range up to 80°C short term/50°C long term



Rebar B500 B



- Manual cleaning for drill hole sizes  18 mm and embedment depth hef  10d



Plastic / Light duty metal anchors



Mechanical anchors



(8-25)



Load conditions



Base material



Concrete (noncracked)



Dry concrete



Hammer drilling



Variable embedment depth



Wet concrete



Installation conditions



Static/ quasi-static



Other information



CE conformity



Approvals / certificates Description Hilti Technical Data a) a)



238



Authority / Laboratory Hilti



All data given in this section according to Hilti Technical Data.



No. / date of issue 2017-11-28



Feb-18



All data in this section applies to -Correct setting -No edge distance and spacing influence -Steel failure -Base material thickness, as specified in the table -One typical embedment depth, as specified in the table -One anchor material, as specified in the tables -Concrete C 20/25, fck,cube = 25 N/mm² -Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +50°C/80°C)



Embedment depth a) and base material thickness for static and quasi-static loading data Anchor- size



8



10



12



14



16



18



20



22



24



25



Typical embedment depth



[mm]



80



90



110



125



145



155



170



185



200



210



Base material thickness



[mm]



110



120



140



161



185



199



220



237



256



274



Mean ultimate resistance Anchor- size



8



10



12



14



16



18



20



22



24



25



26,7 14,7



37,5 23,1



55,1 32,6



78,2 44,1



96,8 57,8



116,4 73,5



141,8 90,3



168,7 109,2



189,6 130,2



204,0 141,8



8



10



12



14



16



18



20



22



24



25



20,1 14,0



28,3 22,0



41,5 31,0



58,9 42,0



72,9 55,0



87,7 70,0



106,8 86,0



127,1 104,0



142,8 124,0



153,7 135,0



8



10



12



14



16



18



20



22



24



25



[kN]



13,4 11,2



18,8 17,6



27,6 24,8



39,3 33,6



48,6 44,0



58,4 56,0



71,2 68,8



84,7 83,2



95,2 99,2



102,5 108,0



Anchor- size



8



10



12



14



16



18



20



22



24



25



Tensile NRec Shear VRec



[kN]



9,6 8,0



13,5 12,6



19,7 17,7



28,0 24,0



34,7 31,4



41,7 40,0



50,9 49,1



60,5 59,4



68,0 70,9



73,2 77,1



Tensile NRu,m Shear VRu,m



[kN]



Characteristic resistance Anchor- size Tensile NRk Shear VRk



[kN]



Design resistance Anchor- size Tensile NRd Shear VRd



Recommended loadsa)



a)



Feb-18



With overall partial safety factor for action  = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.



239



Mechanical anchors



The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.



Plastic / Light duty metal anchors



a)



Chemical anchors



Multimaterial



Static and quasi-static loading (for a single anchor)



Multimaterial



Chemical anchors



Materials Mechanical properties Anchor size Nominal tensile [N/mm²] strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W



8



10



12



14



16



18



20



22



24



25



550



550



550



550



550



550



550



550



550



550



[N/mm²]



500



500



500



500



500



500



500



500



500



500



[mm²]



50,3



78,5



113,1



153,9



201,1



254,0



314,2



380



452



490,9



[mm³]



50,3



98,2



169,6



269,4



402,1



572,6



785,4 1045,3 1357,2 1534



Plastic / Light duty metal anchors



Mechanical anchors



Material quality Part Rebar EN 1992-1-1



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Setting information Installation temperature -5°C to +40°C Service temperature range Hilti HIT-HY 170 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range Temperature range I Temperature range II



Base material temperature - 40 °C to + 40 °C - 40 °C to + 80 °C



Max. long term base material temperature + 24 °C + 50 °C



Max. short term base material temperature + 40 °C + 80 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Working time and curing time Temperature of the base material



Max. working time in which rebar can be inserted and adjusted twork



Min. curing time before rebar can be fully loaded tcure



-5 °C ≤ TBM ≤ 0 °C a) 0 °C ≤ TBM ≤ 5 °C a) 5 °C ≤ TBM ≤ 10 °C



10 min 10 min 8 min



12 h 5h 2,5 h



10°C ≤ TBM ≤ 20 °C 20 °C ≤ TBM ≤ 30 °C 30 °C ≤ TBM ≤ 40 °C



5 min 3 min 2 min



1,5 h 45 min 30 min



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



240



Feb-18



Ø8



Other tools



Ø25



Ø10 12 / 14a) 60 120



Setting details Anchor size Nominal diameter of drill d0 bit Effective anchorage and hef,min drill hole depth range b) hef,max Minimum base material hmin thickness Minimum spacing smin Minimum edge distance cmin Critical spacing for scr,sp splitting failure Critical edge distance for ccr,sp splitting failure c) Critical spacing for scr,N concrete cone failure Critical edge distance for ccr,N concrete cone failure d)



[mm] [mm] [mm] [mm] [mm] [mm]



Ø8 10 / 12a) 60 96



Ø12



Ø16



Ø18



Ø20



Ø22



Ø24



Ø25



14a)



16a)



18



20



22



25



26



28



32



70 144



70 144



75 168



80 192



85 216



90 240



95 264



100 288



100 300



110 110



120 120



125 125



hef + 30 mm ≥ 100 mm 40 40



50 50



[mm]



[mm]



Ø14



hef + 2 d0 60 60



60 60



70 70



80 80



90 90



100 100



2 ccr,sp 1,0  hef



for h / hef ≥ 2,0



4,6 hef - 1,8 h



for 2,0 > h / hef > 1,3



2,26 hef



for h / hef ≤ 1,3



[mm]



2 ccr,N



[mm]



1,5 hef



Drilling and cleaning parameters Hammer drilling (HD) Rebar d0 [mm]



a)



Feb-18



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 22 25 28 32 32



Brush HIT-RB



Plastic / Light duty metal anchors



For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Both given values for drill bit diameter can be used b) hef,min ≤ hef ≤ hef,max (hef: embedment depth) c) h: base material thickness (h ≥ hmin) d) The critical edge distance for concrete cone failure depends on the embedment depth h ef and the design bond resistance. The simplified formula given in this table is on the save side.



8 10 12 14 16 18 20 22 24 25



Chemical anchors



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm



Mechanical anchors



a) b)



Ø10 Ø12 Ø14 Ø16 Ø18 Ø20 Ø22 Ø24 TE2(-A) – TE30(-A) TE40 – TE80 Blow out pump or Compressed air gun a) Set of cleaning brushes b), dispenser, piston plug



Multimaterial



Installation equipment Rebar – size Rotary hammer



Piston plug HIT-SZ size [mm]



10 / 12 a) 12 / 14 a) 14 / 16 a) 18 20 22 25 28 32 32



- / 12 12 / 14 a) 14 / 16 a) 18 20 22 25 28 32 32



Each of the two given values can be used



241



*For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 170.



Chemical anchors



Multimaterial



Setting instructions



Hammer drilled hole



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Mechanical anchors



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Plastic / Light duty metal anchors



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Injection method for drill hole depth hef > 250mm.



Injection method for overhead application.



242



Feb-18



Setting element for overhead applications, observe working time “twork”.



Multimaterial



Chemical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



243



Rebar design (EN 1992-1) / Rebar elements / Concrete Injection mortar system



Benefits - Suitable for concrete C12/15 to C50/60



Hilti HIT-HY 170 330 ml foil pack



Chemical anchors



Multimaterial



HIT-HY 170 injection mortar



- Suitable for dry and water saturated concrete



(also available as 500 ml foil pack)



- High loading capacity and fast cure - High corrosion resistant - For rebar diameters up to 25 mm - Manual cleaning for drill hole sizes  20 mm and embedment depth hef  10d



Rebar B500 B



- Suitable for embedment depth up to 1000 mm depending on the rebar diameter



Plastic / Light duty metal anchors



Mechanical anchors



(8 - 25)



Base material



Concrete (Non-cracked)



Load conditions



Dry concrete



Installation conditions



Water saturated concrete



Hammer drilled holes



Static/quasistatic



Fire resistance



Other informations



European Technical Assessment



CE conformity



Approvals / certificates Description European Technical Assessment a) b)



244



Authority / Laboratory DIBt, Berlin



All data given in this section according to ETA-15/0297 issue 2015-12-11.



No. / date of issue ETA-15/0297 / 2015-12-11



Feb-18



Design bond strength Design bond strength in N/mm² accord. to ETA-15/0297 for good bond conditions All allowed drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50



C45/55



C50/60



8 - 12



1,6



2,0



2,3



2,7



3,0



3,4



3,7



3,7



3,7



14 - 25



1,6



2,0



2,3



2,7



3,0



3,4



3,4



3,4



3,4



For all other bond conditions multiply the values by 0,7.



Minimum anchorage length and minimum lap length The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1 shall be multiplied by the relevant Amplification factor αlb in the table below.



Chemical anchors



Multimaterial



Static and quasi-static loading



Amplification factor αlb for the min. anchorage length and min. lap length according to EN 1992-1-1 for: All allowed drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60



Pre-calculated values Pre-calculated values1) – anchorage length Rebar yield strength fyk=500 N/mm2, concrete C25/30, good bond conditions Anchorage Design Mortar Anchorage Mortar Design value length value volume2) length volume2) Rebar lbd [mm] NRd [kN] VM [ml] lbd [mm] NRd [kN] VM [ml] [mm] 1=2=3=4=5=1,0 1 = 3 = 4 = 1,0 2 or 5= 0,7 100 6,8 8 100 9,7 8 170 11,5 13 140 13,6 11 8 250 17,0 19 180 17,4 14 322 21,9 226 21,9 24 17 121 10,3 11 121 14,7 11 220 18,7 20 170 20,6 15 10 310 26,3 28 230 27,9 21 403 34,2 281 34,1 36 25 145 14,8 15 145 21,1 15 260 26,5 27 210 30,5 22 12 370 37,7 39 270 39,3 29 483 49,2 338 49,1 51 36 169 20,1 20 169 28,7 20 300 35,6 36 240 40,7 29 14 430 51,1 52 320 54,3 39 564 67,0 394 66,8 68 48 193 26,2 26 193 37,4 26 340 46,1 46 280 54,3 38 16 490 66,5 67 370 71,7 50 644 87,4 451 87,4 87 61 217 33,1 33 217 47,3 33 380 58,0 57 310 67,6 47 18 540 82,4 81 410 89,4 62 700 106,9 507 110,6 106 76 242 41,1 51 242 58,6 51 390 66,2 83 350 84,8 74 20 550 93,3 117 460 111,5 98 700 118,8 564 136,7 148 120 Feb-18 245



Mechanical anchors



1,0



Plastic / Light duty metal anchors



8 - 25



Multimaterial



Chemical anchors



Pre-calculated values1) – anchorage length Rebar yield strength fyk=500 N/mm2, concrete C25/30, good bond conditions Anchorage Design Mortar Anchorage Mortar Design value length value volume2) length volume2) Rebar lbd [mm] NRd [kN] VM [ml] lbd [mm] NRd [kN] VM [ml] [mm] 1=2=3=4=5=1,0 1 = 3 = 4 = 1,0 2 or 5= 0,7 266 49,6 75 266 70,9 75 410 76,5 116 380 101,3 107 22 560 104,5 158 500 133,3 141 700 130,6 620 165,3 198 175 290 59,0 122 290 84,3 122 430 87,5 182 420 122,1 177 24 560 114,0 236 550 160,0 232 700 142,5 676 196,6 296 285 302 64,0 114 302 91,5 114 430 91,2 162 430 130,3 162 25 570 120,9 214 570 172,7 214 700 148,4 700 212,1 263 263 1)



Plastic / Light duty metal anchors



Mechanical anchors



2)



Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar corresponds to the formula “1,2(d0²-ds²)lb/4” for hammer drilling



Pre-calculated values1) – overlap length Rebar yield strength fyk=500 N/mm2, concrete C25/30, good bond conditions Overlap Design Mortar Overlap Design Mortar length value volume2) length value volume2) Rebar l0 [mm] NRd [kN] VM [ml] l0 [mm] NRd [kN] VM [ml] [mm] 1=2=3=4=5=1,0 1 = 3 = 4 = 1,0 2 or 5= 0,7 200 13,6 15 200 19,4 15 240 16,3 18 210 20,4 16 8 280 19,0 21 220 21,3 17 322 21,9 226 21,9 24 17 200 17,0 18 200 24,2 18 270 22,9 24 230 27,9 21 10 340 28,8 31 250 30,3 23 403 34,2 281 34,1 36 25 200 20,4 21 200 29,1 21 290 29,5 31 250 36,4 26 12 390 39,7 41 290 42,2 31 483 49,2 338 49,1 51 36 210 24,9 25 210 35,6 25 330 39,2 40 270 45,8 33 14 450 53,4 54 330 56,0 40 564 67,0 394 66,8 68 48 240 32,6 33 240 46,5 33 370 50,2 50 310 60,1 42 16 510 69,2 69 380 73,7 52 644 87,4 451 87,4 87 61 270 41,2 41 270 58,9 41 410 62,6 62 350 76,3 53 18 560 85,5 84 430 93,8 65 700 106,9 507 110,6 106 76 300 50,9 64 300 72,7 64 430 72,9 91 390 94,5 83 20 570 96,7 121 480 116,3 102 700 118,8 564 136,7 148 120 330 61,6 93 330 88,0 93 450 84,0 127 430 114,6 122 22 580 108,2 164 520 138,6 147 700 130,6 620 165,3 198 175



246



Feb-18



1) 2)



Values corresponding to the minimum anchorage length. The maximum permissible load is valid for “good bond conditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7. The volume of mortar corresponds to the formula “1,2(d0²-ds²)lb/4” for hammer drilling



Multimaterial



Chemical anchors



Pre-calculated values1) – overlap length Rebar yield strength fyk=500 N/mm2, concrete C25/30, good bond conditions Overlap Design Mortar Overlap Design Mortar length value volume2) length value volume2) Rebar l0 [mm] NRd [kN] VM [ml] l0 [mm] NRd [kN] VM [ml] [mm] 1=2=3=4=5=1,0 1 = 3 = 4 = 1,0 2 or 5= 0,7 360 73,3 152 360 104,7 152 470 95,7 198 470 136,7 198 24 590 120,1 249 570 165,8 241 700 142,5 676 196,6 296 285 375 79,5 141 375 113,6 141 480 101,8 181 480 145,4 181 25 590 125,1 222 590 178,7 222 700 148,4 700 212,1 263 263



Rebar EN 1992-1-1



Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk



Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions: in dry environment at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-HY 170: low displacements with long term stability, failure load after exposure above reference load. Resistance to chemical substance Chemical substance



Comment



Sulphuric acid Alkaline medium



23°C pH = 13,2, 23°C



Resistance + +



Installation temperature range -5°C to +40°C Service temperature range Hilti HIT-HY 170 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +80 °C



+50 °C



+80 °C



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



Feb-18



247



Plastic / Light duty metal anchors



Material quality Part



Mechanical anchors



Materials



Multimaterial



Chemical anchors



Working time and curing time Temperature of the base material TBM -5 °C ≤ TBM ≤ 0 °C a) 0 °C ≤ TBM ≤ 5 °C a) 5 °C ≤ TBM ≤ 10 °C 10°C ≤ TBM ≤ 20 °C 20 °C ≤ TBM ≤ 30 °C 30 °C ≤ TBM ≤ 40 °C 1)



Maximum working time tgel 10 min 10 min 8 min 5 min 3 min 2 min



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.



Setting information Installation equipment Rebar – size Rotary hammer



8



Other tools c) d)



10 12 14 16 18 20 22 24 TE2(-A) – TE30(-A) TE40 – TE80 Blow out pump (hef ≤ 10∙d) Compressed air guna) Set of cleaning brushesb), dispenser, piston plug



25



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm



Minimum concrete cover cmin of the post-installed rebar Minimum concrete cover cmin [mm] Drilling Bar diameter method [mm] Without drilling aid With drilling aid Hammer drilling (HD) Compressed air drilling (CA)



ϕ < 25 ϕ ≥ 25 ϕ < 25 ϕ ≥ 25



30 + 0,06 · lv ≥ 2 · ϕ 40 + 0,06 · lv ≥ 2 · ϕ 50 + 0,08 · lv 60 + 0,08 · lv ≥ 2 · ϕ



Drilling and cleaning parameteres Rebar



Plastic / Light duty metal anchors



Mechanical anchors



Minimum curing time tcure 1) 12 hours 5 hours 2,5 hours 1,5 hours 45 min 30 min



8 10 12 14 16 18 20 22 24 25 a)



248



Compressed air drilling (CA) d0 [mm]



Hammer drilling (HD)



10 a) 12 12 a) 14 14 a) 16 18 20 22 25 28 32 32



30 + 0,02 · lv ≥ 2 · ϕ 40 + 0,02 · lv ≥ 2 · ϕ 50 + 0,02 · lv 60 + 0,02 · lv ≥ 2 · ϕ



17 17 20 22 26 28 32 32



Brush HIT-RB



Air nozzle HIT-RB size [mm]



10 12 12 14 14 16 18 18 18 20 22 25 28 28 32 32



10 12 12 14 14 16 16 18 16 20 22 25 25 28 32 32



Maximum installation length l=250 mm.



Feb-18



Multimaterial



Dispensers and corresponding maximum embedment depth v,max Dispenser HDM 330, HDM 500, HDE 500 Rebar 8 to 16



1000



18 to 25



700



Chemical anchors



v,max [mm]



Setting instructions



*For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 170.



Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.



Injection system preparation.



Injection method for drill hole depth hef ≤ 250 mm.



Feb-18



249



Plastic / Light duty metal anchors



Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.



Mechanical anchors



Hammer drilled hole



Multimaterial



Injection method for drill hole depth



Chemical anchors



Injection method for overhead application.



hef > 250mm.



Mechanical anchors



Setting element, observe working time “twork”.



Plastic / Light duty metal anchors



Setting element for overhead applications, observe working time “twork”.



Apply full load only after curing time “tcure“.



250



Feb-18



Feb-18



251



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Multimaterial



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits



Chemical anchors



Multimaterial



HIT-MM Plus injection mortar



Hilti HIT-MM Plus 300 ml foil pack



- Chemical injection fastening - Two component hybrid mortar



(also available as 500 ml foil pack)



- Suitable for overhead fastenings



Anchor rods: HIT-V HIT-V-F HIT-V-R (M8-M16)



- Rapid curing - Versatile and conventional handling - Clean and simple in use - Small edge distance and anchor spacing - Always correct mixing ratio



Plastic / Light duty metal anchors



Mechanical anchors



Anchor rods: HAS-(E) HAS-(E)R (M8-M16) Internally threaded sleeves: HIS-N (M8-M16) Base material



Concrete (non-cracked)



Dry concrete



Load conditions



Wet concrete



Installation conditions



Other information



Hammer drilling



Approvals / certificates Description Hilti Technical Data a) a)



252



Static/ quasi-static



Corrosion resistance



Authority / Laboratory Hilti



No. / date of issue 2017-11-28



All data given in this section according to Hilti Technical Data.



Feb-18



Multimaterial



Basic loading data (for a single anchor)



M12 110 140



M16 125 161



Recommended loads a) for HIT-V and HAS-(E) rods Threaded rods M8 [kN] Tension NRec 5,0



M12 10,0



M16 12,0



a)



M10 7,0



Mechanical anchors



Embedment depth and base material thickness for HIT-V and HAS-(E) rods Threaded rods M8 M10 hef [mm] Embedment depth 80 90 [mm] Base material thickness h 110 120



Chemical anchors



Data in this section applies to:  Correct setting (See setting instruction)  No edge distance and spacing influence  Steel failure  Base material thickness, as specified in the table  One typical embedment depth, as specified in the table  One anchor material, as specified in the tables  Non-cracked concrete C 20/25, fck,cube = 25 N/mm²  Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C)



The data provided in the table is intended for product comparison only and not suitable for the complete design of an anchorage.



Materials



Zinc coated steel Threaded rod, HIT-V 5.8 (F) HAS-(E) Threaded rod, HIT-V 8.8 (F) HAS-(E)R Washer Nut Stainless Steel Threaded rod, HIT-V-R Washer Nut Material quality for HIS-N Part HIS-N HIS-RN



Feb-18



Internal threaded sleeve Screw 8.8 Internal threaded sleeve Screw 70



Material Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m



Plastic / Light duty metal anchors



Material quality for HIT-V Part



Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014



Material C-steel 1.0718; Steel galvanized ≥ 5 µm Strength class 8.8, A5 > 8 % Ductile; Steel galvanized ≥ 5 µm Stainless steel 1.4401,1.4571 Strength class 70, A5 > 8 % Ductile Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362



253



Multimaterial



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Setting information Installation temperature range: 0°C to +40°C In service temperature range Hilti HIT-HY MM+ injection mortar with anchor rods may be applied in the temperature ranges given below. An elevated base material temperature leads to a reduction of the design bond resistance. Temperature range Temperature range



Base material temperature -40 °C to + 40 °C



Max. long term base material temperature + 24 °C



Max. short term base material temperature + 40 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time. Working time and curing time Temperature of the base material T



Working time tgel



Minimum curing time tcure1)



0 °C 0 °C < TBM < 5 °C 5 °C < TBM ≤ 10 °C 10 °C < TBM ≤ 20 °C



10 min 10 min 8 min 5 min



4h 2.5 h 1.5 h 45 min



20 °C < TBM ≤ 30 °C 30 °C < TBM ≤ 40 °C



3 min 2 min



30 min 20 min



1)



The curing time data are valid for dry base material only. In wet base material, the curing times must be doubled.



Setting details for HIT-V / HAS Threaded rods Nominal diameter of drill bit d0 Effect. anchorage depth hef Min. base material thickness hmin Diameter of clearance df hole in the fixture Minimum spacing smin Minimum edge distance cmin Torque moment Tmax



254



[mm] [mm] [mm]



M8 10 80 110



M10 12 90 120



M12 14 110 140



M16 18 125 161



[mm]



9



12



14



18



[mm] [mm] [Nm]



40 40 10



50 50 20



60 60 40



80 80 80



Feb-18



M12



M16



[mm]



14



18



22



28



d



[mm]



12,5



16,5



20,5



25,4



hef



[mm]



12,5



16,5



20,5



170



hmin



[mm]



120



146



169



226



df



[mm]



9



12



14



18



hs



[mm]



8-20



10-25



12-30



16-40



Tmax smin cmin



[Nm] [mm] [mm]



10 60 40



20 75 45



40 90 55



80 115 65



M8



M10



Mechanical anchors



d0



Multimaterial



M10



Chemical anchors



M8



Installation equipment Anchor size Rotary hammer Other tools



M12 M16 TE2 – TE16 blow out pump, set of cleaning brushes, dispenser



Plastic / Light duty metal anchors



Setting details for HIS-N Anchor size Nominal diameter of drill bit Diameter of element Effective anchorage depth Minimum base material thickness Diameter of clearance hole in the fixture Thread engagement length; min – max Torque moment Minimum spacing Minimum edge distance



Drilling and cleaning parameters



Feb-18



HIT-V HAS



HIS-N



M8 M10 M12 M16 -



M8 M10 M12 M16



Hammer drill d0 [mm]



10 12 14 18 22 28



Brush HIT-RB



10 12 14 18 22 28



size [mm]



Piston plug HIT-SZ



12 14 18 22 28



255



Multimaterial



Chemical anchors



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations.



Drilling



Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-MM Plus.



Hammer drilled hole (HD)



Cleaning Manual cleaning (MC) Non-cracked concrete only



Mechanical anchors



for drill diameters d0 ≤ 18 mm and drill hole depth h0 ≤ 10∙d. Injection system



Injection system preparation.



Plastic / Light duty metal anchors



Injection system Injection method for drill hole depth hef ≤ 250 mm. Setting the element



Setting element, observe working time “twork”,



Loading the anchor after required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.



256



Feb-18



Multimaterial



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor after required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.



Chemical anchors



Setting element for overhead applications, observe working time “twork”



Feb-18



257



Multimaterial



HIT-MM Plus injection mortar



Anchor design (ETAG 029) / Rods&Sleeves / Masonry Injection mortar system



Benefits



Chemical anchors



Hilti HIT-MM Plus 300 ml foil pack (also available as 500 ml foil pack) Anchor rods: HIT-V HIT-V-R rods (M8-M12) Anchor rods: HAS HAS-E rods (M8-M16)



Plastic / Light duty metal anchors



Mechanical anchors



Anchor rods: HIT-IC (M6-M12) Internally threaded sleeves: HIS-N HIS-RN sleeves (M8-M12)



- Chemical injection fastening for all type of base materials: - Hollos and solid clay bricks, sand-lime bricks, normal and light weight concrete blocks, aereated light weight concrete, natural stones - Two component hybrid mortar - Rapid curing - Flexible setting depth and fastening thickness - Suitable for overhead fastenings - Versatile and conventional handling - Clean and simple in use - Small edge distance and anchor spacing - Always correct mixing ratio



Sieve sleeves: HIT-SC (16-22)



Base material



Solid brick



Load conditions



Hollow brick



Static/ quasi-static



Installation conditions



Hammer / rotary drilling



Variable embedment depth



Approvals / certificates Description Hilti Technical Data a) b)



258



Other information



Small edge distance and spacing



Corrosion resistance



Authority / Laboratory Hilti



No. / date of issue 2017-11-28



All data given in this section according to Hilti Technical Data.



Feb-18



Recommended loads Frecb) for pull-out failure in [kN] HAS / HAS-E / HIT-V Anchor size M8 M10 M12 Solid Masonry Solid clay Setting brick Mz12/2,0 [mm] 80 80 80 depth DIN 105/ EN 771-1 fb a) ≥ 12 N/mm² Frec



[kN]



M8



HIT-IC M10



M12



80



80



80



0,9



1,5



1,5



0,9



1,5



1,5



16x…



16x…



18x… 22x…



16x…



16x…



16x…



80



80



80



80



80



80



80



0,8



0,8



0,8



0,8



0,8



0,8



0,8



Hollow Masonry Sieve Sleeve HITHlz 12 SC DIN 105/ Setting EN 771-1 [mm] depth fb a) ≥ 12 N/mm² Frec



fb = brick strength The data provided in the table is intended for product comparison only and not suitable for the complete design of an anchorage



Plastic / Light duty metal anchors



a) b)



[kN]



Due to the wide variety of bricks site tests have to be performed for determination of load values for all applications outside of the above mentioned base materials and / or setting conditions. Materials Material quality Part



Material



Threaded rod HIT-V, HAS-(E)



Strength class 5.8, EN ISO 898-1, A5 > 8% ductile Steel galvanized ≥ 5 µm, EN ISO 4042



Threaded rod HIT-V-R / HAS-(E)R



Stainless steel grade A4, strength class 70; A5 > 8% Ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088



HIT-IC sleeve HIS-N HIS-RN



Carbon steel; galvanized to min. 5 µm C-steel 1.0718, EN 10277-3, Steel galvanized ≥ 5µm EN ISO 4042 Stainless steel 1.4401 and 1.4571 EN 10088 Steel galvanized EN ISO 4042



Washer ISO 7089 Nut EN ISO 4032 HIT-SC sleeve



Feb-18



Multimaterial



Mechanical anchors



All data in this section applies to:  Load values valid for holes drilled with TE rotary hammers in hammering (solid bricks) / rotary (hollow bricks) mode.  Correct anchor setting (see instruction for use, setting details)  Steel quality of fastening elements: see data below  Steel quality for screws for HIT-IC and HIS-N: min. grade 5.8 / IS-RN: A4-70  Threaded rods of appropriate size (diameter and length) and a minimum steel quality of 5.6 can be used  Base material temperature during installation and curing must be between -5ºC through +40ºC



Chemical anchors



Static and quasi-static loading (for a single anchor)



Stainless steel, EN 10088: 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Strength class 8 ISO 898-2 Steel galvanized ≥ 5 µm EN ISO 4042 Strength class 70 EN ISO 3506-2, stainless steel grade A4, EN 10088: Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 PA/PP



259



Multimaterial



Chemical anchors



Setting information Installation temperature range: Solid masonry: 5°C to +40°C Hollow masonry: -5°C to +40°C In service temperature range Hilti HIT-HY MM+ injection mortar with anchor rods may be applied in the temperature ranges given below. An elevated base material temperature leads to a reduction of the design bond resistance. Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Temperature range Temperature range I Temerature range II



Max. long term base material temperature + 24 °C + 50 °C



Max. short term base material temperature + 40 °C + 80 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Plastic / Light duty metal anchors



Mechanical anchors



Working time and curing time Temperature of the base material



Maximum working time twork



Minimum curing time tcure



0 °C < TBM ≤ 5 °C a)



10 min 8 min



6h 3h



5 min 3 min 2 min



2h 60 min 45 min



5 °C < TBM ≤ 10 °C 10 °C < TBM ≤ 20 °C 20°C < TBM ≤ 30 °C 30 °C < TBM ≤ 40 °C



a)



For hollow bricks only.



Setting details for solid bricks Anchor size Sieve sleeve Nominal diameter of drill bit Effective anchorage and drill hole depth Hole depth Minimum base material thickness Diameter of clearance hole in the fixture Min. spacing Min. edge distance Torque moment Filing volume



260



HIT-SC



M8 -



HIT-V M10 -



M12 -



M8 -



d0



[mm]



10



12



14



10



12



14



18



hef



[mm]



80



80



80



80



90



110



125



h0



[mm]



85



85



85



85



95



115



130



hmin



[mm]



115



115



115



110



120



140



170



df



[mm]



9



12



14



9



12



14



18



100



100



100



100



100



100



100



100



100



100



100



100



100



100



5 4



8 5



10 7



5 4



8 6



10 10



10 15



smin [mm] cmin [mm] Tmax [Nm] [ml]



HAS / HAS-E / HAS-R M10 M12 -



M16 -



Feb-18



Hole depth Minimum base material thickness Diameter of clearance hole in the fixture Length of bolt engagement Min. spacing a) Min. edge Torque moment Filing volume



HIT-IC M10 -



M12 -



M8 -



HIS-(R)N M10 -



M12 -



d0



[mm]



14



16



18



14



18



22



hef



[mm]



80



80



80



90



110



125



h0



[mm]



85



85



85



95



115



130



hmin



[mm]



115



115



115



120



150



170



df



[mm]



9



12



14



9



12



14



hs



[mm]



smin



[mm]



min. 10 max. 25 100 100



min. 12 max. 30 100 100



8 10



10 16



cmin [mm] Tmax [Nm] [ml]



100 100



100 100



100 100



min. 8 max. 20 100 100



5 6



8 6



10 6



5 6



min. 10 – max. 75



Setting details for hollow bricks Anchor size Sieve sleeve Nominal diameter of drill bit



HAS / HIT-V M6 M8 M10 M12 HIT-SC 12x50 12x85 16x50 16x85 16x50 16x85 18x50 18x85 22x50 22x85 d0



[mm]



12



12



16



16



16



16



18



18



22



22



Effective anchorage and drill hole depth



hef



[mm]



50



80



50



80



50



80



50



80



50



80



Hole depth



h0



[mm]



60



95



60



95



60



95



60



95



60



95



hmin



[mm]



80



115



80



115



80



115



80



115



80



115



df



[mm]



7



7



9



9



12



12



14



14



14



14



smin



[mm]



100



100



100



100



100



100



100



100



100



100



cmin [mm] Tmax [Nm] [ml]



100 3 12



100 3 24



100 3 18



100 3 30



100 4 18



100 4 30



100 6 18



100 6 36



100 6 30



100 6 55



Minimum base material thickness Diameter of clearance hole in the fixture Min. spacing a) distance a)



Min. edge Torque moment Filing volume



Feb-18



261



Plastic / Light duty metal anchors



Mechanical anchors



distance a)



HIT-SC



M8 -



Chemical anchors



Anchor size Sieve sleeve Nominal diameter of drill bit Effective anchorage and drill hole depth



Multimaterial



Setting details for solid bricks



Multimaterial



Chemical anchors Plastic / Light duty metal anchors



Mechanical anchors



Setting details for hollow bricks Anchor size Sieve sleeve Nominal diameter of drill bit Effective anchorage and drill hole depth Hole depth Minimum base material thickness Diameter of clearance hole in the fixture Length of bolt engagement Min. spacing a) Min. edge distance a) Torque moment Filing volume



262



HIT-SC



M8 16x85



HIT-IC M10 18x85



M12 22x85



d0



[mm]



16



18



22



hef



[mm]



80



80



80



h0



[mm]



95



95



95



hmin



[mm]



115



115



115



df



[mm]



9



12



14



hs



[mm]



smin [mm] cmin [mm] Tmax [Nm] [ml]



min. 10 – max. 75 100 100 3 30



100 100 4 36



100 100 6 45



Feb-18



M8 M10 M12 M16 a) -



M8 M10 M12 -



M8 M10 M12



Only for HAS (-E) threaded rods.



Drilling and cleaning parameters for hollow bricks HIT-V (-R) HAS (-E) HIT-IC + sieve sleeve + sieve sleeve



b)



M6 M8 M10 M12 M12 a)



M12 with sieve sleeve SC22x50



M8 M10 M12



Hammer drill



Brush HIT-RB



d0 [mm]



10 12 14 16 18 22



10 12 14 16 18 22



Hammer drill



Brush HIT-RB



d0 [mm]



12 16 16 18 22



Piston plug HIT-SZ size [mm]



12 14 16 18 22



Chemical anchors



HIS-N



Piston plug HIT-SZ size [mm]



12 16 16 18 22



12 16 16 18 22



Mechanical anchors



HIT-IC



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY MM+. Drilling



In hollow bricks: rotary mode



In solid bricks: hammer mode



Cleaning



Manual cleaning (MC)



Feb-18



263



Plastic / Light duty metal anchors



a)



HIT-V HAS



Multimaterial



Drilling and cleaning parameters for solid bricks



Multimaterial



Instructions for solid bricks without sieve sleeve Injection system



Chemical anchors



Injection system preparation.



Injection method for drill hole



Setting the element



Plastic / Light duty metal anchors



Mechanical anchors



Presetting element, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded. Instructions for hollow and solid bricks with sieve sleeve Praparation of the sieve sleeve



Close lid and insert sieve sleeve manually



Injection system



Injection system preparation.



Injection system: hollow bricks



Installation with sieve sleeve HIT-SC



264



Feb-18



Chemical anchors



Presetting element, observe working time “twork”,



Multimaterial



Setting the element



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



265



Multimaterial



HIT-1 / HIT-1 CE injection mortar



Anchor design (ETAG 001) / Rods&Sleeves / Concrete Injection mortar system



Benefits - Chemical injection fastening



Chemical anchors



- Two-component hybrid mortar - Rapid curing



Hilti HIT-1 / HIT-1 CE



- Suitable for overhead fastenings



300 ml tube cartridge



- Versatile and convenient handling - Clean and simple in use - Small edge distance and anchor spacing



Anchor rods: HIT-V(F) HIT-V-R HIT-V-HCR



- Always correct mixing ratio



(M8-M16)



Plastic / Light duty metal anchors



Mechanical anchors



Base material



Concrete (non-cracked)



Load conditions



Dry concrete



Wet concrete



Installation conditions



Hammer drilling



Variable embedment depth



Other information



Small edge distance and spacing



Approvals / certificates Description European Technical Assessment a) a)



266



Static/ quasi-static



European Technical Assessment



Authority / Laboratory TTIC, Prague



CE conformity



No. / date of issue ETA-17/0005 / 2017-02-20



All data given in this section according to ETA-17/0005, issue 2017-02-20.



Feb-18



Multimaterial



Static and quasi-static loading (for a single anchor)



Chemical anchors



All data in this section applies to - Non-cracked concrete C 20/25, fck,cube = 25 N/mm² - Load values valid for holes drilled with TE rotary hammers in hammering mode - Diamond coring is not permitted - Correct anchor setting (see instruction for use, setting details) - No edge distance and spacing influence - Embedment depth, base material thickness, as specified in the tables - Base material temperature during installation and curing must be between 0°C through +40°C - Temperature range I and II, as specified in the tables - Steel failure M8



M10



M12



M16



[mm] [mm] [kN]



60 100 4,2



60 100 5,2



70 100 7,3



80 116 9,6



Embedment depth Base material thickness Tensile load



hef,10d h Nrec



[mm] [mm] [kN]



80 110 5,6



100 130 8,7



120 150 12,6



160 196 19,2



Embedment depth hef,20d Base material thickness h Tensile load Nrec Temperature range II (50/80°C) Embedment depth hef,min Base material thickness h Tensile load Nrec



[mm] [mm] [kN]



160 190 8,7



200 210 13,8



240 270 20,1



320 356 37,4



[mm] [mm] [kN]



60 100 3,0



60 100 3,7



70 100 5,2



80 116 7,2



Embedment depth Base material thickness Tensile load



hef,10d h Nrec



[mm] [mm] [kN]



80 110 4,0



100 130 6,2



120 150 9,0



160 196 14,4



Embedment depth Base material thickness Tensile load



hef,20d h Nrec



[mm] [mm] [kN]



160 190 8,0



200 210 12,5



240 270 18,0



320 356 28,7



M8 5,1



M10 8,6



M12 12,0



M16 22,3



Plastic / Light duty metal anchors



Threaded rod HIT-V 5.8 Temperature range I (24/40°C) Embedment depth hef,min Base material thickness h Tensile load Nrec



Mechanical anchors



Recommended loads for tension loading



Recommended loads for shear loading Threaded rod HIT-V 5.8 Shear load



Feb-18



Vrec



[kN]



267



Multimaterial



Chemical anchors Mechanical anchors



Materials Mechanical properties Anchor size



M10 500 800 700 800 400 640 450 640



M12 500 800 700 800 400 640 450 640



M16 500 800 700 800 400 640 450 640



[mm²]



36,6



58,0



84,3



157



[mm³]



31,2



62,3



109



277



HIT-V 5.8



Nominal tensile HIT-V 8.8 strength fuk HIT-V-R



[N/mm²]



HIT-V-HCR HIT-V 5.8



Yield strength fyk



HIT-V 8.8 HIT-V-R



[N/mm²]



HIT-V-HCR



Stressed crossHIT-V section As Moment of HIT-V resistance W



Material quality for HIT-V Part Material Zinc coated steel Threaded rod, HIT-V 5.8 (F) Threaded rod, HIT-V 8.8 (F) Washer Nut Stainless Steel



Plastic / Light duty metal anchors



M8 500 800 700 800 400 640 450 640



Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (F) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod. Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m



Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HIT-V-HCR High corrosion resistance steel 1.4529; 1.4565; Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Threaded rod, HIT-V-R



268



Feb-18



Installation temperature range: 0°C to +40°C Service temperature range Hilti HIT-1 / HIT-1 CE injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +40 °C



+24 °C



+40 °C



Temperature range II



-40 °C to +80 °C



+50 °C



+80 °C



Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.



Minimum curing time tcure 6h 3h 2h 100 min 80 min 45 min 25 min 25 min



Mechanical anchors



Maximum working time twork 1,5 h 45 min 25 min 20 min 15 min 6 min 4 min 2 min



Plastic / Light duty metal anchors



Working time and curing time: Temperature of the base material TBM -5˚C ≤ TBM < 0˚C 0˚C ≤ TBM < 5˚C 5˚C ≤ TBM < 10˚C 10˚C ≤ TBM < 15˚C 15˚C ≤ TBM < 20˚C 20˚C ≤ TBM < 30˚C 30˚C ≤ TBM < 35˚C 30˚C ≤ TBM < 40˚C



Setting details Threaded rod – size Nominal diameter of drill bit d0 Nominal diameter of element d Maximum diameter of df clearance hole in the fixture Diameter of steel brush d0 Minimum base material hmin thickness hef,min Effective anchorage depth (= drill hole depth) hef = h0 hef,max Minimum spacing smin Minimum edge distance cmin



Feb-18



[mm] [mm]



M8 10 8



M10 12 10



M12 14 12



M16 18 16



[mm]



9



12



14



18



[mm[



10



12



14



16



[mm] [mm] [mm] [mm] [mm]



hef + 30 mm ≥ 100 mm 60 160 40 40



60 200 50 50



hef + 2d0 70 240 60 60



Chemical anchors



Multimaterial



Setting information



80 320 80 80



269



Multimaterial



Chemical anchors Mechanical anchors Plastic / Light duty metal anchors



Installation equipment Anchor – size Rotary hammer



M8



Other tools a) b)



M10 M12 M16 TE2(-A) – TE30(-A) Blow out pump (hef ≤ 10∙d) Compressed air gunb) Set of cleaning brushesc), dispenser, piston plug



Compressed air gun with extension hose for all drill holes deeper than 250 mm (for M8 to M12) or deeper than 20·ϕ (for ϕ > 12 mm) Automatic brushing with round brush for all drill holes deeper than 250 mm (for M8 to M12) or deeper than 20·ϕ (for ϕ > 12 mm)



Parameters of cleaning and setting tools Drill and clean [mm] HIT-V



M8 M10 M12 M16



Installation



Hammer drilling



Brush HIT-RB



Piston plug HIT-SZ



10 12 14 18



10 12 14 18



10 12 14 18



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-1 / HIT-1 CE. Drilling Hammer drilled hole (HD) For dry and wet concrete only Cleaning Manual cleaning with machine brushing (MCMC) For drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10·d. Compressed air cleaning with machine brushing (CACMB) For drill diameters d0 and all drill hole depth h0.



270



Feb-18



Injection system preparation



Injection method for drill hole depth (approx.2/3 full)



Chemical anchors



Multimaterial



Injection system



Injection method for overhead application and/or installation with embedment depth hef > 250 mm.



Setting the element



Setting the element, observe working time “twork”,



Setting element for overhead applications, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



271



Plastic / Light duty metal anchors



Mechanical anchors



Depressurization of the dispenser.



Anchor design (ETAG 029) / Rods&Sleeves / Masonry Injection mortar system



Benefits Hilti HIT-1 / HIT-1 CE



Chemical anchors



Multimaterial



HIT-1 / HIT-1 CE injection mortar



300 ml tube cartridge



- Hollow and solid masonry: clay bricks - Two-component hybrid mortar - Rapid curing - Suitable for overhead fastenings



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR rods (M8-M12) Sieve sleeve: HIT-SC



- Versatile and convenient handling - Flexible setting depth and fastening thickness - Small edge distance and anchor spacing - Mortar filling control with HIT-SC



sleeves



Plastic / Light duty metal anchors



Mechanical anchors



(16)



Base material



Solid bricks



Load conditions



Hollow bricks



Static/ quasi-static



Installation conditions



Hammer/rotary drilling



Approvals / certificates Description Hilti Technical Data a) b)



272



Authority / Laboratory Hilti



No. / date of issue 2017-11-28



All data given in this section according to Hilti Technical Data.



Feb-18



Recommended loads for solid bricks Anchor size Sieve sleeve HIT-SC Compressive strength fb [N/mm2] Effective anchorage depth hef [mm] 40ºC/24°C Tensile load Nrec [kN] 80ºC/50ºC Shear load Vrec [kN] Recommended loads for hollow bricks Anchor size Hollow bricks type Sieve sleeve Compressive strength Effective anchorage depth 40ºC/24°C Tensile load 80ºC/50ºC Shear load



fb hef



HIT-SC [N/mm2] [mm]



Nrec



[kN]



Vrec



[kN]



28 80 0,7 0,4 1,3



M8



16x85 28 80 0,9 0,6 1,3



M8 Doppio HZL 12 Uni 16x85 12 28 80 80 0,35 0,25 0,20 0,15 1,40 0,85



28 90 0,7 0,4 1,7



M10



16x85 28 80 0,9 0,6 1,6



M10 Doppio HZL 12 Uni 16x85 12 28 80 80 0,35 0,25 0,20 0,20 1,40 0,85



28 100 0,7 0,4 2,5



M12



16x85 28 80 0,9 0,6 1,7



M12 Doppio HZL 12 Uni 16x85 12 28 80 80 0,45 0,35 0,25 0,20 1,40 0,85



Due to the wide variety of bricks, site tests have to be performed for determination of load values for all applications outside of the above mentioned base materials and/or setting conditions.



Material quality Part Threaded rod HIT-V 5,8 (F) Threaded rod HIT-V 8,8 (F) Threaded rod HIT-V-R Threaded rod HIT-V-HCR Washer



Nut



HIT-SC sleeve



Feb-18



Plastic / Light duty metal anchors



Materials



Mechanical anchors



All data in this section applies to - Load values valid for holes drilled with TE rotary hammers in hammer mode for solid bricks - Load values valid for holes drilled with TE rotary hammers in rotary mode for hollow bricks - Correct anchor setting (see instruction for use, setting details) - Steel quality of fastening elements: see data below - Threaded rods of appropriate size (diameter and length) and a minimum steel quality of 5.6 can be used - Base material temperature during installation and curing must be between 0°C through +40°C



Chemical anchors



Multimaterial



Static and quasi-static loading (for a single anchor)



Material Strength class 5,8, A5 > 8% ductile Electroplated zinc coated  5m (F) Hot dip galvanized ≥ 45 m Strength class 8,8, A5 > 12% ductile Electroplated zinc coated  5m (F) Hot dip galvanized ≥ 45 m Strength class 70 for ≤ M24 and class 50 for > M24, A5 > 8% ductile Stainless steel 1,4401; 1,4404; 1,4578; 1,4571; 1,4439; 1,4362 Strength class 70 for ≤ M24 and class 50 for > M24, A5 > 8% ductile High corrosion resistance steel 1,4528; 1,4565; Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Stainless steel 1,4401, 1,4404, 1,4578, 1,4571, 1,4439, 1,4362 EN 10088-1:2014 High corrosion resistant steel 1,4529, 1,4565 EN 10088-1:2014 Strength class of nut adapted to strength class of threaded rod, Electroplated zinc coated  5m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod, Stainless steel 1,4401, 1,4404, 1,4578, 1,4571, 1,4439, 1,4362 EN 10088-1:2014 Strength class of nut adapted to strength class of threaded rod, High corrosion resistant steel 1,4529, 1,4565 EN 10088-1:2014 Frame: FPP 20T, Sieve: PA6,6 N500/200



273



Multimaterial



Chemical anchors



Setting information Installation temperature range: 0°C to +40°C Service temperature range Hilti HIT-1 / HIT-1 CE injection mortar may be applied in the temperature ranges given below, An elevated base material temperature may lead to a reduction of the design bond resistance, Temperature range



Base material temperature



Maximum long term base material temperature



Maximum short term base material temperature



Temperature range I



-40 °C to +40 °C



+24 °C



+40 °C



Temperature range II



-40 °C to +80 °C



+50 °C



+80 °C



Plastic / Light duty metal anchors



Mechanical anchors



Working time and curing time: Temperature of the base material TBM 0˚C ≤ TBM < 5˚C 5˚C ≤ TBM < 10˚C 10˚C ≤ TBM < 20˚C 20˚C ≤ TBM < 30˚C 30˚C ≤ TBM < 40˚C



Maximum working time twork 45 min 25 min 15 min 6 min 2 min



Setting details for solid bricks Anchor size Sieve sleeve HIT-SC Nominal diameter of drill bit d0 [mm] Max, diameter of clearance df [mm] hole in the fixture Effective anchorage depth hef [mm] Hole depth h0 [mm] Minimum base material hmin [mm] thickness Torque moment Tmax [Nm]



274



Minimum curing time tcure 3h 2h 100 min 45 min 25 min



M8



M10



M12



10



16x85 16



12



16x85 16



14



16x85 18



9



9



12



12



14



14



80 80



80 95



90 90



80 95



100 100



80 95



115



115



115



115



115



115



6



6



10



8



10



8



Feb-18



d0



HIT-SC [mm]



df



[mm]



9



12



14



hef h0



[mm] [mm]



80 95



80 95



80 95



hmin



[mm]



115



115



115



Tmax



[Nm]



4



4



4



M8



M10 TE2(-A) – TE30(-A) Blow out pump Set of cleaning brushes, dispenser



M12



Installation equipment Anchor – size Rotary hammer Other tools



Chemical anchors



Doppio Uni 16x85 16



HLZ2



M12 Doppio HLZ2 Uni 16x85 18



Mechanical anchors



Anchor Size Sieve sleeve Nominal diameter of drill bit Max, diameter of clearance hole in the fixture Effective anchorage depth Hole depth Minimum base material thickness Torque moment



M10 Doppio HLZ2 Uni 16x85 16



Plastic / Light duty metal anchors



M8



Cleaning and setting parameters for solid and hollow bricks



a)



Feb-18



HIT-V



Sieve sleeve HIT-SC



M8 a) M10 a) M12 a) M8 M10 M12



HIT-SC 16x85 HIT-SC 16x85 HIT-SC 18x85



Drill and clean [mm] Hammer drilling



Brush HIT-RB



10 12 14 16 16 18



10 12 14 16 16 18



Installation without the sieve sleeve HIT-SC can be used only in case of solid bricks.



Multimaterial



Setting details for hollow bricks



275



Multimaterial



Chemical anchors



Setting instructions *For detailed information on installation see instruction for use given with the package of the product. Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-1 / HIT-1 CE. Drilling



In hollow bricks: rotary mode



Plastic / Light duty metal anchors



Mechanical anchors



In solid bricks: hammer mode



Cleaning



Manual cleaning (MC)



Instructions for solid bricks without sieve sleeve Injection system



Injection system preparation.



Injection method for drill hole



Setting the element



Presetting element, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



276



Feb-18



Multimaterial



Instructions for hollow and solid bricks with sieve sleeve Praparation of the sieve sleeve



Chemical anchors



Close lid and insert sieve sleeve manually



Injection system



Injection system preparation.



Injection system: hollow bricks



Setting the element



Plastic / Light duty metal anchors



Presetting element, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Feb-18



Mechanical anchors



Installation with sieve sleeve HIT-SC



277



Masonry



HIT-HY 270 injection mortar



Anchor design (ETAG 029) / Rods&Sleeves / Masonry Injection mortar system



Benefits



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Hilti HIT-HY 270 330 ml foil pack (also available as 500 ml foil pack)



- Chemical injection fastening for the most common types of base materials: - Hollow and solid clay bricks, calcium silicate bricks, normal and light weight concrete blocks - Two-component hybrid mortar



Anchor rod: HIT-V HIT-V-F HIT-V-R HIT-V-HCR rods (M8-M16) Internally threaded sleeve: HIT-IC (M8-M12)



- Versatile and convenient handling with HDE dispenser - Flexible setting depth and fastening thickness - Small edge distance and anchor spacing - Suitable for overhead fastenings



Sieve sleeves: HIT-SC (16-22)



Base material



Solid brick



Load conditions



Hollow brick



Static/ quasi-static



Installation conditions



Hammer drilling



Variable embedment depth



Fire resistance



Other informations



Small edge distance and spacing



European Technical Assessment



CE conformity



Corrosion resistance



High corrosion resistance



PROFIS Anchor design software



Approvals / certificates Description European technical assessment a) Fire test report a)



278



Authority / Laboratory DIBt, Berlin MFPA, Leipzig



All data given in this section according to ETA-13/1036 issue 2015-04-28.



No. / date of issue ETA-13/1036 / 2015-04-28 PB 3.2/14-179-1 / 2014-09-05



Feb-18



Generic bricks



Bricks HC5, CC1 and CC2



Brick types and properties Brick Data code Solid clay



Brick name



SC1



ETA



Solid clay brick Mz, 1DF



SC2



ETA



Solid clay brick Mz, 2DF



SC3



Hilti UK London yellow Data Multi Stock



Hollow clay HC1



ETA



Hollow clay brick Hlz, 10DF



HC2



Hilti Data



Italy Mattone Alveolater 50



HC3



Hilti Data



Spain Termoarcilla



HC4



Hilti Data



Belgium Wienerberger Thermobrick



HC5



Hilti Data



Spain Hueco doble



Feb-18



Image



Size [mm] l: ≥240 b: ≥115 h: ≥ 52 l: ≥240 b: ≥115 h: ≥113 l: 215 b: 100 h: 65 l: 300 b: 240 h: 238 l: 300 b: 245 h: 185 l: 300 b: 192 h: 190 l: 285 b: 135 h: 138 l: 232 b: 115 h: 78



tO [mm]



tI [mm]



a [mm]



fb [N/mm2]



ρ [kg/dm3]



Page



-



-



-



12 20 40



2,0



10



-



-



-



12



2,0



10



-



-



-



16



1,5



10



t01: 12 t02: 15



tI1: 11 tI2: 15



a1: 10 a2: 25



12 20



1,4



11



t01: 12 t02: 12



tI1: 9 tI2: 9



a1: 22 a2: 25



16



1,0



11



t01: 9 t02: 9



tI1: 7 tI2: 7



a1: 17 a2: --



22



0,9



11



t01: 10 t02: 10



tI1: 7 tI2: 7



a1: 14 a2: 34



21



0,9



11



t01: 9 t02: 9



tI1: 8 tI2: 8



a1: 28 a2: 28



4



0,8



11



279



Masonry



Chemical anchors



Interior dimensions of the majority of the holes



Exterior brick dimensions



Mechanical anchors



Instruction to this technical data  Identify/choose your brick (or brick type) and its geometrical/physical properties on the following tables.Information about edge and spacing criteria for every brick is available on pages 7/8.  The pages reffered on the last column of the table below contain the design resistance loads for pull-out failure of the anchor, brick breakout failure and local brick failure for each respective brick. Notice that the data displayed on these tables is only valid for single anchors with distance to edge equal to or greater than ccr – for other cases not covered, use PROFIS Anchor software, consult ETA-13/1036 or contact Hilti Engineering Team.  The resistance loads provided by this technical data manual are valid only for exact same masonry unit (hollow bricks) or for units made of the same base material with equal or higher size and compressive strength (solid bricks). For other cases, on-site tests must be performed-please consult page 21.



Plastic / Light duty metal anchors



Brick types and properties



Masonry



Chemical anchors



Brick code



Data



Brick name



HC6



Hilti Data



Belgium Wienerberger Powerbrick



HC7



Hilti Data



Italy Doppio uni



HC8



Hilti Data



Spain Ladrillo cara vista



HC9



Hilti Data



Spain Clinker mediterraneo



HC10



Hilti Data



UK Nostell red multi



Mechanical anchors



Clay Ceiling CC1



ETA



Clay ceiling brick Ds-1,0



CC1



Hilti Data



Italy Mattone rosso



Size [mm] l: 285 b: 135 h: 135 l: 240 b: 120 h: 120 l: 240 b: 115 h: 49 l: 240 b: 115 h: 49 l: 215 b: 102 h: 65 l: 250 b: 510 h: 180 l: 250 b: 400 h: 180



tO [mm]



tI [mm]



a [mm]



fb [N/mm2]



ρ [kg/dm3]



Page



t01: 16 t02: 12



tI1: 10 tI2: 10



a1: 12 a2: 31



41



1,2



11



t01: 12 t02: 12



tI1: 10 tI2: 12



a1: 22 a2: 24



27



1,1



12



t01: 13 t02: 16



tI1: 7 tI2: 7



a1: 30 a2: 33



42



1,2



12



t01: 17 t02: 17



tI1: 7 tI2: 7



a1: 29 a2: 29



78



1,3



12



t01: 23 t02: 21



tI1: 28 tI2: --



a1: 38 a2: 56



70



1,6



12



t01: 12 t02: 12



tI1: 7 tI2: 7



a1: 14 a2: 32



3



1,0



12



t01: 9 t02: 9



tI1: 7 tI2: 7



a1: 69 a2: 55



26



0,6



12



Solid Calcium Silicate



SCS1



ETA



Solid silica brick KS, 2DF



SCS2



ETA



Solid silica brick KS, 8DF



Hollow Calcium Silicate



Plastic / Light duty metal anchors



Image



HCS1



ETA



HCS2



Hilti Data



Hollow silica brick KSL, 8DF Germany KSL 12



l: ≥240 b: ≥115 h: ≥113 l: ≥248 b: ≥240 h: ≥248 l: ≥248 b: ≥240 h: ≥238 l: 240 b: 175 h: 113



-



-



-



12 28



2,0



13



-



-



-



12 20 28



2,0



13



12 20



1,4



14



12



1,6



14



tO1: 34 tI1: 11



a1: 52



tO2: 22 tI2: 20



a2: 52



tO1: 18 tI1: --



a1: --



tO2: 20 tI2: --



a2: --



Solid Light weight concrete SLWC 1



ETA



Solid lightweight concrete brick Vbl, 2DF



SLWC 2



Hilti Data



Sweden Leca typ 3



SLWC 3



Hilti Data



Italy "Tufo" volcanic rock



l: ≥240 b: ≥115 h: ≥113 l: 550 b: 190 h: 190



-



-



-



4 6



0,9



14



-



-



-



3



0,6



14



l: 380 b: 270 h: 270



-



-



-



4



1,2



15



l: 495 b: 240 h: 238



tO1: 25 tO2: 51



tI1: 35 tI2: 36



a1: 196 a2: 52



2 6



0,7



15



Hollow Light weight concrete HLWC 1



280



ETA



Hollow lightweight concrete brick Hbl, 16DF



Feb-18



tO [mm]



tI [mm]



a [mm]



fb [N/mm2]



ρ [kg/dm3]



Page



HLWC 2



Hilti Data



Germany Hbl 2



l: 248 b: 300 h: 248



tO1: 17 tO2: 21



tI1: 24 tI2: 22



a1: 87 a2: 40



2



0,6



15



HLWC 3



Hilti Data



Germany Hbl 4



l: 248 b: 240 h: 248



tO1: 48 tO2: 41



tI1: -tI2: 62



a1: 140 a2: 49



4



0,7



15



-



6 16



2,0



15



-



14



2,0



16



-



14



2,0



16



Solid Normal weight concrete l: ≥240 b: ≥115 h: ≥113 l: 440 b: 100 h: 215



SNWC 1



ETA



Solid normal weight concrete brick Vbn, 2DF



SNWC 2



Hilti Data



UK Dense Concrete b=100mm



SNWC 3



Hilti Data



UK Dense concrete b=140mm



HNWC 1



ETA



Hollow normal weight concrete brick parpaing creux



l: 500 b: 200 h: 200



tO1: 15 tO2: 15



tI1: 15 tI2: 15



a1: 133 a2: 75



4 10



0,9



16



HNWC 2



Hilti Data



Italy Blocchi Cem



l: 500 b: 200 h: 200



tO1: 30 tO2: 30



tI1: 30 tI2: --



a1: 200 a2: 135



8



1,0



16



HNWC 3



Hilti Data



Germany Hbn 4



l: 365 b: 240 h: 238



tO1: 26 tO2: 35



tI1: 26 tI2: 26



a1: 128 a2: 62



4 10



1,4



16



HNWC 4



Hilti Data



UK (b=215 mm)



l: 440 b: 215 h: 215



tO1: 48 tO2: 48



tI1: 40 tI2: --



a1: 150 a2: 120



10



1,2



16



HNWC 5



Hilti Data



UK (b=138 mm)



l: 440 b: 138 h: 215



tO1: 48 tO2: 38



tI1: 48 tI2: --



a1: 150 a2: 60



13



1,5



17



HNWC 6



Hilti Data



UK (b=112 mm)



l: 440 b: 112 h: 215



tO1: 30 tO2: 30



tI1: 30 tI2: --



a1: 50 a2: 50



7



1,3



17



HNWC 7



Hilti Data



Finland Standard concrete brick



l: 600 b: 500 h: 92



tO1: 32 tO2: 15



tI1: 32 tI2: --



a1: 62 a2: 62



6



0,9



17



l: 440 b: 140 h: 215



-



-



Hollow Normal weight concrete



Feb-18



281



Masonry



Size [mm]



Image



Chemical anchors



Brick name



Mechanical anchors



Data



Plastic / Light duty metal anchors



Brick code



Masonry



Chemical anchors



Anchor installation parameters Brick position:



Spacing and edge distance:







Header (H): The longest dimension of the brick represents the width of the wall







Stretcher (S): The longest dimension of the brick represents the length of the wall



  



c - Distance to the edge s ║ - Spacing parallel to the bed joint s ┴ - Spacing perpendicular to the bed joint



Minimum and characteristic spacing and edge distance parameters  cmin – Minimum edge distance



 smin ┴ - Min. spacing distance perpendicular to the bed joint  scr ┴ - Characteristic spacing distance perpendicular to the bed joint



Allowed anchor positions:



Plastic / Light duty metal anchors



Mechanical anchors



 ccr – Characteristic edge distance



 smin ║ - Min. spacing distance parallel to the bed joint  scr ║ - Characteristic spacing distance parallel to the bed joint







This FTM includes the load data for single anchors in masonry with a distance to edge equal to or greater than the characteristic edge distance.







For the cases not covered in this technical data, including anchor groups, please use PROFIS Anchor software or consult ETA13/1036.



PROFIS Anchor software interface:



282



Feb-18



HCS1 HLWC1, HNWC1 CC1



Brick code



cmin [mm]



ccr [mm]



SC3



100



100



HC2



50



HC3



50



HC4



50



HC5



120



HC6



50



HC7



50



HC8, HC9



115



HC10



65



smin ┴ [mm] 100 at hef = 50 215 at hef ≥ 80



h h h h b



scr ║ [mm]



scr ┴ [mm]



215



140



5 x d0



5 x d0



245 at header 300 at stretcher



185



5 x d0



5 x d0



300



190



5 x d0



5 x d0



5 x d0



5 x d0



5 x d0



5 x d0



5 x d0



5 x d0



115



115



50



105



105



105



65



CC2



100



400



250



HCS2



50



100 Tension: 50 Shear: 120



50



50



SLWC2



50



115



50 at ccr 115 at cmin



50 at ccr 115 at cmin



SLWC3



50



115



HLWC2, HLWC3



50



Tension: 50 Shear: 250



SNWC2, SNWC3



50



115



HNWC2



50



HNWC3



50



HNWC4, HNWC5



50



HNWC6, HNWC7



50



Feb-18



Tension: 50 Shear: 150 Tension: 50 Shear: 150 Tension: 50 Shear: 150 120 Tension: 50 Shear: 150 Tension: 50 Shear: 150



Hilti Data bricks smin ║ [mm]



Chemical anchors



SC2, SCS1, SCS2, SLWC1, SNWC1 HC1



2*h+10



Tension: 50 Shear: 200 Tension: 50 Shear: 240 Tension: 50 Shear: 220 Tension: 50 Shear: 100



135 at header 285 at stretcher 232 135 at header 285 at stretcher 120 at header 240 at stretcher 115 at header 240 at stretcher 105 at header 215 at stretcher 400 175 at header 240 at stretcher 190 at header 550 at stretcher



140 80 135 120



Mechanical anchors



SC1



scr ┴ [mm]



110 140 250 115 190



50 at ccr 115 at cmin



50 at ccr 115 at cmin



270 at header 380 at stretcher



270



50



50



250



250



50 at ccr 115 at cmin



50 at ccr 115 at cmin



440



215



50



50



250



200



50



50



240



240



50



50



215



215



50



50



200



200



283



Plastic / Light duty metal anchors



Brick code



ETA bricks (criteria valid also for on-site tested bricks) cmin ccr smin ║ smin ┴ scr ║ [mm] [mm] [mm] [mm] [mm] b for hef < 80 at header b b b h l for hef ≥ 80 at header l at stretcher 115 at cmin 115 at cmin b at header 50 115 50 at ccr 50 at ccr l at stretcher 50 l/2 5 x d0 5 x d0 l Tension: 50 50 50 50 l Shear: l/2 Tension: 50 50 50 50 h Shear: h 100 100 l b -



Masonry



Edge and spacing distances per brick



Masonry



Chemical anchors



Anchor dimensions for HIT-V Anchor size Embedment depth



M6 with HIT-SC without HIT-SC



hef



hef



[mm]



M10



M12



M16



Variable length from 50 to 160 Variable length from 50 to 300



[mm]



Anchor dimensions for HIT-IC Anchor size Embedment depth



M8



M8x80



M10x80



M12x80



80



80



80



Design Anchorages are designed under the responsibility of an engineer experienced in anchorages and masonry work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to supports, etc.). Anchorages under static or quasi-static loading are designed in accordance with: ETAG 029, Annex C, Design method A



  



Basic loading data (for a single anchor)



Plastic / Light duty metal anchors



Mechanical anchors



The load tables provide the design resistance values for a single loaded anchor.  



All data in this section applies to Edge distance c ≥ ccr. For other applications, use Hilti PROFIS Anchor software. Correct anchor setting (see instruction for use, setting details) Anchorages subject to: Hole drilling



Use category: dry or wet structure



Hilti HIT-HY 270 with HIT-V or HIT-IC in solid bricks



in hollow bricks



hammer mode



rotary mode



Category d/d - Installation and use in structures subject to dry, internal conditions, Category w/d - Installation in dry or wet substrate and use in structures subject to dry, internal conditions (except calcium silicate bricks), Category w/w - Installation and use in structures subject to dry or wet environmental conditions (except calcium silicate bricks).



Installation direction



Masonry



horizontal



Installation direction



Ceiling brick



overhead



Temperature in the base material at installation In-service temperature



284



+5° C to +40° C



-5° C to +40° C



Temperature range Ta:



-40 °C to +40 °C



(max. long term temperature +24 °C and max. short term temperature +40 °C)



Temperature range Tb:



-40 °C to +80 °C



(max. long term temperature +50 °C and max. short term temperature +80 °C)



Feb-18



The design tensile resistance is the lower value of: Failure due to tension loads



Condition



Failure of the metal part Pull-out failure of the anchor



ℎ 𝑁𝑆𝑑 ≤ 𝑁𝑅𝑑,𝑝 = 𝑁𝑅𝑘,𝑝 ⁄𝛾𝑀𝑚



Brick breakout failure



𝑁𝑆𝑑 ≤ 𝑁𝑅𝑑,𝑏 = 𝑁𝑅𝑘,𝑏 ⁄𝛾𝑀𝑚 𝑔 𝑔 𝑔 𝑁𝑆𝑑 ≤ 𝑁𝑅𝑑 = 𝑁𝑅𝑘 ⁄𝛾𝑀𝑚 𝑁𝑆𝑑 ≤ 𝑁𝑅𝑑,𝑝𝑏 = 𝑁𝑅𝑘,𝑝𝑏 ⁄𝛾𝑀𝑚



The design shear resistance is the lower value of: Failure due to shear loads



Condition



Failure of the metal part Local brick failure



𝑉𝑆𝑑 ≤ 𝑉𝑅𝑑,𝑏 = 𝑉𝑅𝑘,𝑏 ⁄𝛾𝑀𝑚 𝑔 𝑔 𝑔 𝑉𝑆𝑑 ≤ 𝑉𝑅𝑑 = 𝑉𝑅𝑘 ⁄𝛾𝑀𝑚



Brick edge failure



𝑉𝑆𝑑 ≤ 𝑉𝑅𝑑,𝑐 = 𝑉𝑅𝑘,𝑐 ⁄𝛾𝑀𝑚 𝑔 𝑔 𝑔 𝑉𝑆𝑑 ≤ 𝑉𝑅𝑑 = 𝑉𝑅𝑘 ⁄𝛾𝑀𝑚 𝑉𝑆𝑑 ≤ 𝑉𝑅𝑑,𝑝𝑏 = 𝑉𝑅𝑘,𝑝𝑏 ⁄𝛾𝑀𝑚



Notice that loads are affected by a series of factors such as visibility/filling of joints, factors for anchor groups, spacing and edge distance. For other applications not covered in this FTM, use Hilti PROFIS Anchor software.



Base material



Failure (rupture) mode - Injection Anchor (γMm)



Masonry



2,5



Tension loading 1,2 / (fyk / fuk) ≥ 1,4



Failure (rupture) mode - Metal part (γMs) Shear loading 2 if fuk ≤ 800 N/mm and fyk/fuk ≤ 0,8 if fuk > 800 N/mm2 or fyk/fuk > 0,8 1,0 / (fyk / fuk) ≥ 1,25 1,5



Design tension and shear resistances – Steel failure for threaded rods HIT-V Anchor size M6 M8 M10 6,7 12,0 19,3 HIT-V 5.8(F) 10,7 19,3 30,7 HIT-V 8.8(F) NRd,s [kN] 7,5 13,9 21,9 HIT-V-R 10,7 19,3 30,7 HIT-V-HCR 4,0 7,2 12,0 HIT-V 5.8(F) 6,4 12,0 18,4 HIT-V 8.8(F) VRd,s [kN] 4,5 8,3 12,8 HIT-V-R 6,4 12,0 18,4 HIT-V-HCR 6,4 15,2 29,6 HIT-V 5.8(F) 9,6 24,0 48,0 HIT-V 8.8(F) M0Rd,s [Nm] 7,1 16,7 33,4 HIT-V-R 9,6 24,0 48,0 HIT-V-HCR



Feb-18



Plastic / Light duty metal anchors



Partial safety factors



M12 28,0 44,7 31,6 44,7 16,8 27,2 19,2 27,2 52,8 84,0 59,1 84,0



Mechanical anchors



ℎ 𝑉𝑆𝑑 ≤ 𝑉𝑅𝑑,𝑠 = 𝑉𝑅𝑘,𝑠 ⁄𝛾𝑀𝑠



Pushing out of one brick



-



Chemical anchors



ℎ 𝑁𝑆𝑑 ≤ 𝑁𝑅𝑑,𝑠 = 𝑁𝑅𝑘,𝑠 ⁄𝛾𝑀𝑠



Pull out of one brick



-



Masonry



Design – Failure modes



M16 52,7 84,0 58,8 84,0 31,2 50,4 35,3 50,4 133,6 212,8 149,7 212,8



285



Masonry



Chemical anchors



Design tension and shear resistances – Steel failure for internally threaded rods HIT-IC Anchor size M8 M10 3,9 4,8 NRd,s HIT-IC [Nm] 7,2 12,0 HIT-V 5.8 VRd,s [Nm] 12,0 18,4 Screw 8.8 15,2 29,6 HIT-V 5.8 M0Rd,s [Nm] 24,0 48,0 Screw 8.8



M12 9,1 16,8 27,2 52,8 84,0



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications Load type



hef [mm]



Anchor size



w/w and w/d



d/d



fb [N/mm²]



Ta



Tb Ta Loads [kN]



Tb



12



0,8



0,8



0,8



0,8



20



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



40



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



12



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



20



1,8 (2,2*)



1,8 (2,2*)



1,8 (2,2*)



1,8 (2,2*)



40



2,6 (3,0*)



2,6 (3,0*)



2,6 (3,0*)



2,6 (3,0*)



12



2,4 (2,8*)



2,4 (2,8*)



2,4 (2,8*)



2,4 (2,8*)



20



3,6 (4,2*)



3,6 (4,2*)



3,6 (4,2*)



3,6 (4,2*)



40



4,8



4,8



4,8



4,8



SC1 – Solid clay brick Mz, 1DF (ETA data)



Plastic / Light duty metal anchors



Mechanical anchors



≥ 50 NRd,p = NRd,b (ccr = 115 mm)



HIT-V HIT-V + HIT-SC HIT-IC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



≥ 80



≥ 100 VRd,b (ccr = 115 mm)



HIT-V HIT-V + HIT-SC HIT-IC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



≥ 50



12



0,5



20



0,6



40



0,8



SC2 - Solid clay brick Mz, 2DF (ETA data) HIT-V NRd,p = NRd,b HIT-V + HIT-SC (ccr = 115 HIT-IC mm) HIT-IC + HIT-SC HIT-V VRd,b HIT-V + HIT-SC (ccr = 115 HIT-IC mm) HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8,M10, M12 M8,M10, M12 M8, M10, M12, M16 M8, M10, M12, M16 M8,M10, M12 M8,M10, M12



≥ 50 ≥ 80



12



≥ 100 ≥ 50



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



2,4 (2,8*)



2,4 (2,8*)



2,4 (2,8*)



2,4 (2,8*)



12



1,6



SC3 - Solid clay brick UK London yellow Multi Stock (Hilti data) HIT-V + HIT-SC NRd,p = NRd,b HIT-V + HIT-SC (ccr = 100 HIT-V + HIT-SC mm) HIT-IC + HIT-SC VRd,b (ccr = 100 mm)



HIT-V + HIT-SC



M8, M10



HIT-V + HIT-SC



M12, M16



HIT-V + HIT-SC



M8, M10



HIT-V + HIT-SC HIT-IC + HIT-SC



M12, M16 M8, M10, M12



* Compressed Air Cleaning only



286



M8, M10, M12, M16 M8, M10 M12, M16 M8, M10, M12



≥ 50 ≥ 80



16



1,4 (1,6*) 2,2 (2,6*)



1,4 (1,6*) 2,2 (2,6*)



1,4 (1,6*) 2,2 (2,6*)



2,6 (3,0*)



2,6 (3,0*)



2,6 (3,0*)



2,6 (3,0*)



2,6



≥ 50 16 ≥ 80



1,4 (1,6*) 2,2 (2,6*)



3,2 3,2 4,8



Feb-18



Anchor size



fb [N/mm²]



w/w and w/d Ta Tb Ta Loads [kN]



d/d Tb



HC1 - Hollow clay brick Hlz, 10DF (ETA data) NRd,p = NRd,b HIT-V + HIT-SC (ccr =150 HIT-IC + HIT-SC mm) VRd,b (ccr = 150 mm)



M8, M10, M12, M16 M8, M10, M12



HIT-V + HIT-SC HIT-IC + HIT-SC



M8, M10, M12 M8



HIT-V + HIT-SC HIT-IC + HIT-SC



M16 M10, M12



≥ 80



≥ 80



12



2,2 (2,4*)



2,2 (2,4*)



2,2 (2,4*)



2,2 (2,4*)



20



2,8 (3,2*)



2,8 (3,2*)



2,8 (3,2*)



2,8 (3,2*)



12 20 12 20



0,8 1,2 1,4 1,8



Chemical anchors



Load type



hef [mm]



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



HC2 - Hollow clay brick Italy Mattone Alveolater 50 (Hilti data) ≥ 80 ≥ 130 ≥ 80 ≥ 130



16



1,8 (2,0*)



1,8 (2,0*)



1,8 (2,0*)



1,8 (2,0*)



2,6 (3,0*)



2,6 (3,0*)



2,6 (3,0*)



2,6 (3,0*)



1,4



16



2,6



HC3 - Hollow clay brick Spain Termoarcilla (Hilti data) HIT-V + HIT-SC NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-IC + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 150 HIT-IC + HIT-SC mm)



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12, M16 M8, M10, M12



≥ 50 ≥ 80 ≥ 50



22



0,6 (0,8*)



0,6 (0,8*)



0,6 (0,8*)



0,6 (0,8*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



22



1,8



HC4 - Hollow clay brick Belgium Wienerberger Thermobrick (Hilti data) NRd,p = NRd,b (ccr = 50 mm) VRd,b (ccr = 150 mm)



HIT-V + HIT-SC HIT-V + HIT-SC HIT-IC + HIT-SC HIT-V + HIT-SC HIT-V + HIT-SC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10 M12, M16 M8, M10, M12



≥ 50 ≥ 80 ≥ 50



21



0,5 (0,6 *)



0,5 (0,6 *)



0,5 (0,6 *)



0,5 (0,6 *)



2,2 (2,6*)



2,2 (2,6*)



2,2 (2,6*)



2,2 (2,6*)



2,4



21



2,8



HC5 - Hollow clay brick Spain Hueco doble (Hilti data) HIT-V + HIT-SC M8, M10, M12, M16 ≥ 50 M8 NRd,p = NRd,b HIT-V + HIT-SC (ccr = 120 HIT-V + HIT-SC M10 80 mm) HIT-IC + HIT-SC M8, M10, M12 HIT-V + HIT-SC M12, M16 VRd,b HIT-V + HIT-SC M8, M10, M12, M16 (ccr = 120 ≥ 50 HIT-IC + HIT-SC M8, M10, M12 mm) HC6 - Hollow clay brick Belgium Wienerberger Powerbrick (Hilti data) HIT-V + HIT-SC M8, M10, M12, M16 ≥ 50 NRd,p = NRd,b HIT-V + HIT-SC M8, M10, M12, M16 (ccr = 50 mm) ≥ 80 HIT-IC + HIT-SC M8, M10, M12 HIT-V + HIT-SC M8, M10 VRd,b (ccr = 150 ≥ 50 HIT-V + HIT-SC M12, M16 mm) HIT-IC + HIT-SC M8, M10, M12



4



0,4 0,8 (1,0*)



0,4 0,8 (1,0*)



0,4 0,8 (1,0*)



0,4 0,8 (1,0*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



1,4 (1,6*)



4



41



41



1,2



1,6 (1,8 *)



1,6 (1,8 *)



1,6 (1,8 *)



1,6 (1,8 *)



2,6 (2,8*)



2,6 (2,8*)



2,6 (2,8*)



2,6 (2,8*)



2,6 4,8



* Compressed Air Cleaning only



Feb-18



287



Mechanical anchors



M8, M10, M12, M16 M8, M10, M12 M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12, M16



Plastic / Light duty metal anchors



HIT-V + HIT-SC NRd,p = NRd,b HIT-IC + HIT-SC (ccr = 50 mm) HIT-V + HIT-SC HIT-V + HIT-SC VRd,b HIT-IC + HIT-SC (ccr = 150 mm) HIT-V + HIT-SC



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



Chemical anchors



Load type



hef [mm]



Anchor size



fb [N/mm²]



w/w and w/d Ta Tb



d/d Ta Loads [kN]



Tb



HC7 - Hollow clay brick Italy Doppio uni (Hilti data) HIT-V + HIT-SC NRd,p = NRd,b HIT-V + HIT-SC (ccr =50 mm) HIT-IC + HIT-SC HIT-V + HIT-SC HIT-V + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 150 mm) HIT-IC + HIT-SC



M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12 M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12



≥ 50 ≥ 80 ≥ 130 ≥ 50 ≥ 80



27



0,6



0,6



0,6



0,6



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



1,0 (1,2*)



2,8 (3,2*)



2,8 (3,2*)



2,8 (3,2*)



2,8 (3,2*)



1,6



27



3,6



HC8 - Hollow clay brick Spain Ladrillo cara vista (Hilti data) HIT-V + HIT-SC HIT-V + HIT-SC (ccr = 115 mm) HIT-IC + HIT-SC HIT-V + HIT-SC VRd,b (ccr = 115 mm) HIT-IC + HIT-SC



Mechanical anchors



NRd,p = NRd,b



≥ 50 ≥ 80 ≥ 50



42



0,6 (0,8*)



0,6 (0,8*)



0,6 (0,8*)



0,6 (0,8*)



2,2 (2,6*)



2,2 (2,6*)



2,2 (2,6*)



2,2 (2,6*)



42



1,8



HC9 - Hollow clay brick Spain Clinker mediteraneo (Hilti data) HIT-V + HIT-SC HIT-V + HIT-SC (ccr = 115mm) HIT-IC + HIT-SC HIT-V + HIT-SC VRd,b (ccr = 115 mm) HIT-IC + HIT-SC



NRd,p = NRd,b



M8, M10, M12 M16 M8, M10, M12,M16 M8, M10, M12 M8, M10, M12,M16 M8, M10, M12



≥ 50 ≥ 80 ≥ 50



78



0,6 (0,8*)



0,6 (0,8*)



0,6 (0,8*)



0,6 (0,8*)



2,0 (2,2*)



2,0 (2,2*)



2,0 (2,2*)



2,0 (2,2*)



78



2,0



HC10 Hollow clay brick UK Nostell Red Multi (Hilti data) HIT-V + HIT-SC HIT-V + HIT-SC (ccr = 105 mm) HIT-IC + HIT-SC HIT-V + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 105 mm) HIT-IC + HIT-SC



NRd,p = NRd,b



Plastic / Light duty metal anchors



M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12 M8, M10, M12,M16 M8, M10, M12



M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12 M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12



≥ 50 ≥ 80 ≥ 50 ≥ 80



70



2,4 (2,8*)



2,4 (2,8*)



2,4 (2,8*)



2,4 (2,8*)



2,8 (3,2*)



2,8 (3,2*)



2,8 (3,2*)



2,8 (3,2*)



0,6



0,6



0,6



4,6



70



4,8



CC1 - Ceiling Hollow clay brick “Ds-1,0” (ETA data) NRd,p = NRd,b (ccr = 100 mm)



HIT-V + HIT-SC



M6



80



3



0,6



CC2 - Ceiling Hollow clay brick Italy “Mattone rosso” (Hilti data) HIT-V + HIT-SC HIT-V + HIT-SC (ccr = 100 mm) HIT-IC + HIT-SC



NRd,p = NRd,b



* Compressed Air Cleaning only



288



M8, M10, M12,M16 M8, M10, M12,M16 M8, M10, M12



50



26



0,4 (0,5*)



0,4 (0,5*)



0,4 (0,5*)



0,4 (0,5*)



80



26



0,5 (0,6*)



0,5 (0,6*)



0,5 (0,6*)



0,5 (0,6*)



Feb-18



Load type



hef [mm]



Anchor size



w/w and w/d



d/d



fb [N/mm²]



Ta



12



-



-



2,4



2,0



28



-



-



3,6



3,0



Tb Ta Loads [kN]



Tb



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



≥ 50



HIT-V HIT-V + HIT-SC (ccr = 115 mm) HIT-IC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



≥ 50



VRd,b



12



-



2,4



28



-



3,6



Chemical anchors



SCS1 - Solid silica brick KS, 2DF (ETA data) HIT-V NRd,p = NRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-IC HIT-IC + HIT-SC



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



HIT-V



M8, M10



HIT-V HIT-V + HIT-SC HIT-IC NRd,p = NRd,b HIT-IC + HIT-SC (ccr = 115 mm) HIT-V HIT-V + HIT-SC HIT-IC HIT-IC + HIT-SC HIT-V



M12 M8, M10 M8, M10 M8 M16 M12, M16 M12 M10, M12



≥ 50



≥ 80



M8, M10 ≥ 100



HIT-V HIT-V + HIT-SC HIT-V VRd,b



(ccr = 115 mm) HIT-V



HIT-V + HIT-SC HIT-IC HIT-IC + HIT-SC



* Compressed Air Cleaning only



Feb-18



M12, M16 M8, M10, M12, M16 M8, M10 M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



≥ 50



12



-



-



2,8



2,2



20



-



-



3,6



3,0



28 12



-



-



4,2 3,4



3,4 2,8



20



-



-



4,4



3,6



28 12 20



-



-



4,8 4,6 4,8



4,2 3,8 4,8



28



-



-



4,8



4,8



12 20



-



-



4,8 4,8



4,8 4,8



28



-



-



4,8



4,8



12



-



-



4,8



4,4



20



-



-



4,8



4,8



28 12



-



-



4,8 4,8



4,8 4,8



20



-



-



4,8



4,8



28 12 20 28 12 20



-



-



4,8



28



Plastic / Light duty metal anchors



HIT-V HIT-V + HIT-SC HIT-IC HIT-IC + HIT-SC



Mechanical anchors



SCS2- Solid silica brick KS, 8DF (ETA data)



4,8



-



3,6 4,8 4,8 4,8 4,8



-



4,8



289



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



Chemical anchors



Load type



hef [mm]



Anchor size



fb [N/mm²]



w/w and w/d Ta



d/d



Tb Ta Loads [kN]



Tb



HCS1 - Hollow silica brick KSL, 8DF (ETA data) HIT-V + HIT-SC NRd,p = NRd,b HIT-IC + HIT-SC (ccr = 50 mm)



VRd,b



(ccr = 125 mm)



M8, M10, M12, M16 M8, M10, M12



≥ 80



HIT-V + HIT-SC



M8, M10, M12, M16



≥ 130



HIT-V + HIT-SC



M8



HIT-V + HIT-SC



M10



HIT-V + HIT-SC HIT-IC + HIT-SC



M12, M16 M8, M10, M12



≥ 80



12 20 12 20 12 20 12 20 12



-



20



-



1,6 2,2 2,0 3,0



1,2 1,8 1,6 2,4



-



2,4 3,6 3,6 4,8 4,0



-



4,8



Plastic / Light duty metal anchors



Mechanical anchors



HSC2 - Hollow silica brick Germany KSL, 3DF (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-IC + HIT-SC HIT-V + HIT-SC VRk,b (ccr = 120 mm) HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12 M8, M10, M12, M16 M8, M10, M12



≥ 80



12



≥ 80



12



-



-



2,0



-



1,6 2,0



SLWC1 - Solid lightweight concrete brick Vbl, 2DF (ETA data) HIT-V NRd,p = NRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-IC HIT-IC + HIT-SC



VRd,b



M8, M10, M12, M16 M8, M10, M12, M16 M8,M10, M12 M8,M10, M12



HIT-V



M8



HIT-V



M10, M12, M16 M8, M10, M12, M16 M8,M10, M12 M8,M10, M12



(ccr = 115 mm) HIT-V + HIT-SC



HIT-IC HIT-IC + HIT-SC



≥ 50 ≥ 80 ≥ 100



≥ 50



4 6 4 6 4 6 4 6



1,2 1,4 1,8 2,2 2,4 3,0



0,8 1,2 1,4 1,8 2,0 2,4



1,2 (1,4*) 1,6 2,0 2,4 (2,6*) 2,6 (2,8*) 3,2 (3,4*)



1,0 1,2 (1,4*) 1,6 (1,8*) 2,0 (2,2*) 2,2 (2,4*) 2,6 (2,8*)



2,4 (2,6*)



2,0 (2,2*)



0,8 1,0



4



1,0



6



1,2



SLWC2 - Solid lightweight concrete brick Sweden Leca typ 3 (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-IC + HIT-SC HIT-V + HIT-SC VRd,b



(ccr = 115 mm) HIT-IC + HIT-SC * Compressed Air Cleaning only



290



M8, M10, M12, M16 M8,M10, M12 M8, M10, M12, M16 M8,M10, M12



≥ 80



3



≥ 80



3



2,2



1,8 1,6 1,0



Feb-18



Anchor size



w/w and w/d



d/d



fb [N/mm²]



Ta



Tb Ta Loads [kN]



≥ 80



4



1,2 1,6 1,8 2,2



1,0 1,2 1,6 1,8



≥ 80



4



Tb



SLWC3 - Solid lightweight concrete brick Italy “Tufo” volcanic rock (Hilti data) HIT-V NRd,p = NRd,b HIT-V (ccr = 115 mm) HIT-V HIT-V HIT-V VRd,b (ccr = 115 mm) HIT-V



M8 M10 M12 M16 M8 M10, M12, M16



1,4 1,8 2,0 2,4 (2,6*)



1,2 1,4 (1,6*) 1,8 2,0 (2,2*)



0,6 1,0 0,6 (0,8*) 1,2 (1,6*)



0,5 0,8 0,6 1,0



0,6



0,5 (0,6*)



0,8



0,6



0,8 1,8



Chemical anchors



Load type



hef [mm]



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



NRd,p = NRd,b (ccr = 50 mm)



VRd,b



2 6 2 6 2 6 2 6



0,5 0,8 0,6 1,0 (1,2*)



≥ 80



2



0,6



≥ 80



2



HIT-V + HIT-SC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12



≥ 80



HIT-V + HIT-SC



M8,M10, M12, M16



160



HIT-V + HIT-SC



M8, M10



(ccr = 250 mm) HIT-V + HIT-SC



HIT-IC + HIT-SC



M12, M16 M8, M10, M12



≥ 80



0,36 0,6 0,5 0,8 1,4 2,4 1,8 3,2



HLWC2 - Hollow lightweight concrete brick Germany - Hbl 2, 10DF (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-IC + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 250 mm) HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12 M8, M10, M12, M16 M8, M10, M12



0,5 0,6



NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-IC + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 250 mm) HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12 M8, M10, M12, M16 M8, M10, M12



≥ 80



4



≥ 80



4



0,6



0,6



Plastic / Light duty metal anchors



HLWC3 - Hollow lightweight concrete brick Germany - Hbl 4, 8DF (Hilti data)



1,4



SNWC1 - Solid normal weight concrete brick Vbn, 2DF (ETA data) HIT-V NRd,p = NRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-IC HIT-IC + HIT-SC HIT-V VRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-IC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8,M10, M12 M8,M10, M12 M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12 M8, M10, M12



≥ 50



≥ 50



6



1,2



1,0



1,2



1,0



16



2,2



1,8



2,2



1,8



6



1,6



16



2,6



SNWC2 - Solid normal weight concrete brick UK Dense concrete b=100 mm (Hilti data) NRd,p = NRd,b HIT-V (ccr = 115 mm) HIT-V + HIT-SC VRd,b HIT-V (ccr = 115 mm) HIT-V + HIT-SC



* Compressed Air Cleaning only



Feb-18



M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12, M16 M8, M10, M12, M16



50



14



50



14



2,2



1,8



2,2



Mechanical anchors



HLWC1 - Hollow lightweight concrete brick Hbl, 16DF (ETA data)



1,8



4,2



291



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



Chemical anchors



Load type



hef [mm]



Anchor size



fb [N/mm²]



w/w and w/d Ta Tb Ta Loads [kN]



d/d Tb



SNWC3 - Solid normal weight concrete brick UK Dense concrete b=140 mm (Hilti data) HIT-V NRd,p = NRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-IC HIT-IC + HIT-SC HIT-V HIT-V + HIT-SC HIT-V VRd,b HIT-V + HIT-SC (ccr = 115 mm) HIT-V HIT-V + HIT-SC HIT-IC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12, M16 M8,M10, M12 M8,M10, M12 M8, M10, M12, M16 M8, M10, M12, M16 M8, M10 M8, M10 M12, M16 M12, M16 M8,M10, M12 M8,M10, M12



≥ 50



14



2,2



1,8



50



80



2,2



1,8



0,36 0,8 0,6 1,0



0,36 0,6 0,5 0,8



1,0



0,8



0,6 1,0



0,5 0,8



4,2 4,2



14



4,8



Plastic / Light duty metal anchors



Mechanical anchors



HNWC1 - Hollow normal weight concrete brick Parpaing creux (ETA data) NRd,p = NRd,b (ccr = 50 mm)



VRd,b



4 10 4 10 4 10



0,36 0,8 0,6 1,0



≥ 50



8



1,0



≥ 50



8



HIT-V + HIT-SC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12



≥ 50



HIT-V + HIT-SC



M8, M10, M12, M16



≥ 130



HIT-V + HIT-SC



M8, M10, M12, M16 M8, M10, M12



≥ 50



(ccr = 200 mm) HIT-IC + HIT-SC



0,36 0,6 0,5 0,8 1,4 2,4



HNWC2 - Hollow normal weight concrete brick Italy Blocchi Cem (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-IC + HIT-SC HIT-V + HIT-SC HIT-IC + HIT-SC VRd,b (ccr = 200 mm) HIT-V + HIT-SC HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12 M8, M10 M8 M12, M16 M10, M12



0,8 4,0 4,4



HNWC3 - Hollow normal weight concrete brick Germany Hbn 4, 12DF (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-IC + HIT-SC VRd,b



HIT-V + HIT-SC



(ccr = 240 mm) HIT-IC + HIT-SC



M8, M10, M12, M16 M8, M10, M12



≥ 80



M8, M10, M12, M16 M8, M10, M12



≥ 80



HNWC4 - Hollow normal weight concrete brick UK (b=215 mm) (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-V + HIT-SC HIT-V + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 220 mm) HIT-V + HIT-SC * Compressed Air Cleaning only



292



M8, M10 M12, M16 M8 M10 M12, M16



80



4 10 4 10



0,6 1,0



10



0,4 1,0



10 80



0,5 0,8 2,2 3,6



0,4 0,8



0,4 1,0



0,4 0,8



1,4 2,0 2,8



Feb-18



Anchor size



w/w and w/d



d/d



fb [N/mm²]



Ta



Tb Ta Loads [kN]



Tb



80



13



0,6 1,0



0,6 0,8



0,6 1,0



0,6 0,8



80



13



0,6 1,0



0,6 0,8



0,6 0,8



0,4 0,6



NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-V + HIT-SC HIT-V + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 220 mm) HIT-V + HIT-SC



M8, M10 M12, M16 M8 M10 M12, M16



Chemical anchors



HNWC5 - Hollow normal weight concrete brick UK (b=138 mm) (Hilti data)



1,4 2,0 2,8



HNWC6 - Hollow normal weight concrete brick UK (b=112 mm) (Hilti data) NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-V + HIT-SC HIT-V + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 100 mm) HIT-V + HIT-SC



M8, M10 M12, M16 M8 M10 M12, M16



50



7



50



7



0,6 1,0



0,6 0,8 1,4 2,0 2,8



NRd,p = NRd,b HIT-V + HIT-SC (ccr = 50 mm) HIT-V + HIT-SC HIT-V + HIT-SC VRd,b HIT-V + HIT-SC (ccr = 100 mm) HIT-V + HIT-SC



* Compressed Air Cleaning only



M8, M10 M12, M16 M8 M10 M12, M16



50 50



6



0,6 0,8



0,4 0,6



Mechanical anchors



HNWC7 - Hollow normal weight concrete brick Finland “Standard Concrete Brick” (Hilti data)



1,0 1,4 1,6



6



Design tension and shear resistance – Pull out / Pushing out of one brick failure modes Pull out of one brick (tension): NRd,pb = 2 ∙ l ∙ b ∙ (0,5 ∙ fvko + 0,4 ∙ σd) / (2,5 ∙ 1000) [kN] NRd,pb = (2 ∙ l ∙ b ∙ (0,5 ∙ fvko + 0,4 ∙ σd) + b ∙ h ∙ fvko / (2,5 ∙ 1000) [kN] * this equation is applicable if the vertical joints are filled



Pushing out of one brick (shear): VRd,pb = 2 ∙ l ∙ b ∙ (0,5 ∙ fvko + 0,4 ∙ σd) / (2,5 ∙ 1000) [kN]



σd = design compressive stress perpendicular to the shear (N/mm 2) fvko = initial shear strength according to EN 1996-1-1, Table 3.4 Brick type



Mortar strength



fvko [N/mm2]



Clay brick



M2,5 to M9 M10 to M20 M2,5 to M9 M10 to M20



0,20 0,30 0,15 0,20



All other types



Feb-18



293



Plastic / Light duty metal anchors



Load type



hef [mm]



Masonry



Design tension and shear resistances – Pull-out failure of the anchor, brick breakout failure and local brick failure at characteristic edge distance (c ≥ ccr) for single anchor applications



Masonry



Chemical anchors



On-site tests



For other bricks in solid or hollow masonry, not covered by the Hilti HIT-HY 270 ETA or this technical data manual, the characteristic resistance may be determined by on-site tension tests (pull-out tests or proof-load tests), according to ETAG029, Annex B. For the evaluation of test results, the characteristic resistance may be obtained taking into account the factor, which considers the different influences of the product.



Plastic / Light duty metal anchors



Mechanical anchors



The factor for the brick types covered by the Hilti HIT-HY 270 ETA is provided on the following table: Use categories Temperature range Base material Solid clay brick EN 771-1 Solid calcium silicate brick EN 771-2 Solid light weight concrete brick EN 771-3 Solid normal weight concrete brick EN 771-3 Hollow clay brick EN 771-1 Hollow calcium silicate brick EN 771-2 Hollow light weight concrete brick EN 771-3 Hollow normal weight concrete brick EN 771-3



w/w and w/d Ta* Tb*



d/d Ta*



Tb*



Cleaning CAC MC



0,96 0,84



0,96 0,84



0,96 0,84



0,96 0,84



CAC/MC



-



-



0,96



0,80



CAC MC



0,82 0,81



0,68 0,67



0,96 0,90



0,80 0,75



CAC/MC



0,96



0,80



0,96



0,80



CAC MC



0,96 0,84



0,96 0,84



0,96 0,84



0,96 0,84



CAC/MC



-



-



0,96



0,80



CAC MC



0,69 0,68



0,57 0,56



0,81 0,76



0,67 0,63



CAC/MC



0,96



0,80



0,96



0,80



*Ta / Tb, w/w and d/d anchorage parameters, as defined on Table page 9



Applying the factor from the table above, the characteristic tension resistance N Rk can be obtained. Characteristic shear resistance VRk can also be directly derived from NRk. For detailed procedure consult ETAG 029, Annex B.



294



Feb-18



Masonry



Materials



Threaded rod HIT-V 5.8 (F) Threaded rod HIT-V 8.8 (F) Threaded rod HIT-V-R Threaded rod HIT-V-HCR



Strength class 5.8, A5 > 8% ductile Electroplated zinc coated ≥ 5 μm; (F) Hot dip galvanized ≥ 45 μm Strength class 8.8, A5 > 8% ductile Electroplated zinc coated ≥ 5 μm; (F) Hot dip galvanized ≥ 45 μm Stainless steel grade A4 A5 > 8% ductile strength class 70, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362



Washer



Nut



Internally threaded sleeve HIT-IC Sieve sleeve HIT-SC



High corrosion resistant steel, A5 > 8% ductile 1.4529, 1.4565 Electroplated zinc coated, hot dip galvanized Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 High corrosion resistant steel 1.4529, 1.4565 EN 10088 Strength class 8 steel galvanized ≥ 5 µm, ; hot dipped galvanized ≥ 45 µm Strength class 70, stainless steel grade A4, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Strength class 70, high corrosion resistant steel,1.4529; 1.4565 A5 > 8% ductile ; Electroplated zinc coated  5 m Frame: Polyfort FPP 20T ; Sieve: PA6.6 N500/200



Base materials: 



  



Solid brick masonry. The resistances are also valid for larger brick sizes and larger compressive strengths of the masonry unit. Hollow brick masonry Mortar strength class of the masonry: M2,5 at minimum according to EN 998-2: 2010. For other bricks in solid masonry and in hollow or perforated masonry, the characteristic resistance of the anchor may be determined by on-site tests according to ETAG 029, Annex B under consideration of the β-factor according to the table on page 21.



Setting information Installation temperature range: -5°C to +40°C In service temperature range Hilti HIT-HY 270 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.



Temperature range Temperature range I Temperature range II



Base material temperature -40 °C to + 40 °C -40 °C to + 80 °C



Max. long term base material temperature + 24 °C + 50 °C



Max. short term base material temperature + 40 °C + 80 °C



Max. short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Max. long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time.



Feb-18



295



Mechanical anchors



Material



Plastic / Light duty metal anchors



Part



Chemical anchors



Material quality



Masonry



Chemical anchors



Working time and curing time Temperature of the base material



Maximum working time twork



Minimum curing time tcure



-5 °C ≤ TBM < 0 °C a) 0 °C ≤ TBM < 5 °C a) 5 °C ≤ TBM < 10 °C 10°C ≤ TBM < 20 °C



10 min 10 min 10 min 7 min



6h 4h 2,5 h 1,5 h



20 °C ≤ TBM < 30 °C 30 °C ≤ TBM < 40 °C



4 min 1 min



30 min 20 min



The curing time data are valid for dry base material only. In wet base material the curing times must be doubled. a) Data valid for hollow bricks only



Installation parameters Applications for hollow and solid bricks with sieve sleeve



Plastic / Light duty metal anchors



Mechanical anchors



Installation parameters of HIT-V with one sieve sleeve HIT-SC in hollow and solid brick HIT-V M6 M8 M10 M12 with HIT-SC Nominal diameter of drill bit Drill hole depth Effective embedment depth Maximum diameter of clearance hole in the fixture Minimum wall thickness Brush HIT-RB Number of strokes HDM Nr. of strokes HDE 500-A Maximum torque moment for all brick types except “parpaing creux” Maximum torque moment for “parpaing creux”



d0 [mm] h0 [mm] hef [mm] df



[mm]



12x85 12 95 80



16x50 16x85 16x50 16x85 18x50 18x85 22x50 22x85 16 16 16 16 18 18 22 22 60 95 60 95 60 95 60 95 50 80 50 80 50 80 50 80



7



9



9



12



12



14



14



18



18



hmin [mm] [-] [-] [-]



115 12 5 4



80 16 4 3



115 16 6 5



80 16 4 3



115 16 6 5



80 18 4 3



115 18 8 6



80 22 6 5



115 22 10 8



Tmax [Nm]



0



3



3



4



4



6



6



8



8



Tmax [Nm]



-



2



2



2



2



3



3



6



6



Installation parameters of HIT-IC with HIT-SC in hollow and solid brick HIT-IC M8 with HIT-SC Nominal diameter of drill bit Drill hole depth Effective embedment depth Thread engagement length Maximum diameter of clearance hole in the fixture Minimum wall thickness Brush HIT-RB Number of strokes HDM Number of strokes HDE-500 Maximum torque moment



296



M16



M10



M12



18x85 18 95 80 10…75



22x85 22 95 80 12…75



d0 h0 hef hs



[mm] [mm] [mm] [mm]



16x85 16 95 80 8…75



df



[mm]



9



12



14



[mm] [-] [-] [-] [Nm]



115 16 6 5 3



115 18 8 6 4



115 22 10 8 6



hmin Tmax



Feb-18



Masonry



Chemical anchors Plastic / Light duty metal anchors



Installation parameters of HIT-V with two attached sleeves HIT-SC in hollow and solid brick HIT-V M8 M10 M12 M16 16x50 16x85 16x50 16x85 18x50 18x85 22x50 22x85 with HIT-SC + + + + + + + + 16x85 16x85 16x85 16x85 18x85 18x85 22x85 22x85 Nominal diameter of drill bit d0 [mm] 16 16 16 16 18 18 22 22 Drill hole depth h0 [mm] 145 180 145 180 145 180 145 180 Effective embedment depth hef [mm] 130 160 130 160 130 160 130 160 Maximum diameter of df [mm] 9 9 12 12 14 14 18 18 clearance hole in the fixture Minimum wall thickness hmin [mm] 195 230 195 230 195 230 195 230 Brush HIT-RB [-] 16 16 16 16 18 18 22 22 Number of strokes HDM [-] 4+6 6+6 4+6 6+6 4+8 8+8 6+10 10+10 Number of strokes HDE-500 [-] 3+5 5+5 3+5 5+5 3+6 6+6 5+8 8+8 Maximum torque moment Tmax [Nm] 3 3 4 4 6 6 8 8



Mechanical anchors



Applications for hollow and solid bricks with two attached sieve sleeves.



Feb-18



297



Masonry



Chemical anchors



Installation parameters of HIT-V with two sieve sleeves throught the fixture and/or through the nonloadbearing layer in hollow and solid bricks HIT-V M8 M10 M12 M16 16x50 16x85 16x50 16x85 18x50 18x85 22x50 22x85 with HIT-SC + + + + + + + + 16x85 16x85 16x85 16x85 18x85 18x85 22x85 22x85 Nominal diameter of drill bit d0 [mm] 16 16 16 16 18 18 22 22 Drill hole depth h0 [mm] 145 180 145 180 145 180 145 180 Effective embedment depth hef,min [mm] 80 80 80 80 80 80 80 80 Max. thickness of nonloadbearing layer and hp,max [mm] 50 80 50 80 50 80 50 80 fixture (through setting) Max. diameter of clearance hole in the fixture (predf1 [mm] 9 9 12 12 14 14 18 18 setting) Max. diameter of clearance hole in the fixture (through df2 [mm] 17 17 17 17 19 19 23 23 setting) Minimum wall thickness hmin [mm] hef+65 hef+70 hef+65 hef+70 hef+65 hef+70 hef+65 hef+70 Brush HIT-RB [-] 16 16 16 16 18 18 22 22 Number of strokes HDM Number of strokes HDE Max. torque moment for all brick types except “parpaing creux” Max. torque moment for “parpaing creux”



-



[-]



4+6



6+6



4+6



6+6



4+8



8+8



6+10



10+10



-



[-]



3+5



5+5



3+5



5+5



5+8



8+8



5+8



8+8



Tmax



[Nm]



3



3



4



4



6



6



8



8



Tmax



[Nm]



2



2



2



2



3



3



6



6



Plastic / Light duty metal anchors



Mechanical anchors



Applications for hollow and solid bricks with two attached sieve sleeves for setting through the fixture and/or through the non-loadbearing layer.



298



Feb-18



M16 18



50…300



50…300



50…300



12



14



18



h0+30 12 8



h0+30 14 10



h0+36 18 10



Installation parameters of HIT-IC in solid bricks HIT-IC M8x80 Nominal diameter of drill bit d0 [mm] 14 Drill hole depth = h0= hef [mm] 80 Effective embedment depth Thread engagement length hs [mm] 8…75 Maximum diameter of df [mm] 9 clearance hole in the fixture Minimum wall thickness hmin [mm] 115 Brush HIT-RB [-] 14 Maximum torque moment Tmax [Nm] 5



Installation equipment Anchor size Rotary hammer Other tools



Feb-18



M6



M10x80 16



M12x80 18



80



80



10…75



12…75



12



14



115 16 8



115 18 10



Chemical anchors



M12 14



Mechanical anchors



M10 12



M8



M10 M12 M16 TE2(A) – TE30(A) compressed air gun or blow out pump, set of cleaning brushes, dispenser



299



Plastic / Light duty metal anchors



Installation parameters of HIT-V in solid bricks Threaded rods and HIT-V M8 Nominal diameter of drill bit d0 [mm] 10 Drill hole depth = h0= hef [mm] 50…300 Effective embedment depth Maximum diameter of df [mm] 9 clearance hole in the fixture Minimum wall thickness hmin [mm] h0+30 Brush HIT-RB [-] 10 Maximum torque moment Tmax [Nm] 5



Masonry



Applications for solid bricks without sieve sleeve.



HIT-V a)



HIT-V + sieve sleeve



HIT-IC a)



HIT-IC + sieve sleeve



Hammer drill



M8 M10 M12 M16 -



M8 M10 M12 M16



M8 M10 M12 -



M8 M10 M12



8 10 12 14 16 16 18 22



Chemical anchors



Masonry



Drilling and cleaning parameters



a)



d0 [mm]



Installation without the sieve sleeve HIT-SC can be used only in case of solid bricks.



Brush Piston plug HIT-RB HIT-SZ size [mm]



8 10 12 14 16 16 18 22



12 14 16 16 18 22



Setting instructions *For detailed information on installation see instruction for use given with the package of the product.



Plastic / Light duty metal anchors



Mechanical anchors



Safety regulations. Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 270. Drilling



In hollow bricks: rotary mode



In solid bricks: hammer mode



Cleaning Manual cleaning (MC) For drill hole diameter d0 ≤ 18 mm and drill hole depth h0 ≤ 100 mm



Compressed air cleaning (CAC) For drill hole depth h0 ≤ 300 mm



300



Feb-18



Masonry



Instructions for solid bricks without sieve sleeve Injection system



Chemical anchors



Injection system preparation.



Injection method for drill hole



Presetting element, observe working time “twork”,



Loading the anchor: After required curing time tcure the anchor can be loaded.



Mechanical anchors



Setting the element



Instructions for hollow and solid bricks with sieve sleeve



Plastic / Light duty metal anchors



Praparation of the sieve sleeve



Close lid and insert sieve sleeve manually.



Injection system



Injection system preparation.



Injection system: hollow bricks Installation with sieve sleeve HIT-SC. Use extension for installation with two sieve sleeves.



Feb-18



301



Presetting element, observe working time “twork”,



Chemical anchors



Masonry



Setting the element



Plastic / Light duty metal anchors



Mechanical anchors



Loading the anchor: After required curing time tcure the anchor can be loaded.



302



Feb-18



Feb-18



303



Plastic / Light duty metal anchors



Mechanical anchors



Chemical anchors



Masonry



HDA Undercut anchor



Ultimate-performance undercut anchor for dynamic loads Anchor version



Benefits - Safe and high performance structural seismic design with ETA C1 and C2 - Mechanical interlock (undercut)



Chemical anchors



HDA-P HDA-PR HDA-PF Anchor for pre-setting (M10-M20)



- Low expansion force (thus small edge distance / spacing) - Self undercutting (without special undercutting tool) - Performance of a headed stud



Undercut



HDA-T HDA-TR HDA-TF Anchor for through-fasting (M10-M20)



- Complete system (anchor, stop drill bit, setting tool, drill hammer) - Setting mark on anchor for control (easy and safe)



Plastic / Light duty metal anchors



Mechanical anchors



- Completely removable



Base material



Concrete (non-cracked)



Concrete (cracked)



Installation conditions



Hammer drilled holes



Small edge Performance distance of a headed and spacing stud



Load conditions



Static/ quasi-static



Seismic ETA-C1, C2



Fatigue



Shock



Fire resistance



Other information



European Technical Assessment



CE conformity



PROFIS Anchor design Software



Nuclear power plant approval



Corrosion resistance



Approvals / certificates Description European Technical Assessment a) ICC-ES report incl. seismic b) Shockproof fastenings in civil defence installations Nuclear power plants Fatigue loading Fire test report Assessment report (fire)



Authority / Laboratory CSTB, Paris ICC evaluation service Federal Office for Civil Protection, Bern DIBt, Berlin DIBt, Berlin IBMB, Braunschweig Warringtonfire



No. / date of issue ETA-99/0009 / 2015-01-06 ESR 1546 / 2014-02-01 BZS D 09-601/ 2009-10-21 Z-21.1-1987 / 2014-07-22 Z-21.1-1693 / 2013-07-29 UB 3039/8151-CM / 2001-01-31 WF 327804/A 2013-07-10



a) All data for HDA-P(R) and HDA-T(R) given in this section according ETA-99/0009, issue 2015-01-06. Sherardized versions HDA-PF and HDA-TF anchors are not covered by the approvals. b) For more details on Technical Data according to ICC please consult the relevant HNA FTM.



304



Feb-18



Static and quasi-static resistance (for a single anchor)



M20 250



M10



M12



M16



M20a)



48,7 48,7



70,9 70,9



133,3 133,3



203,2 203,2



33,3 33,3 Non-cracked and cracked concrete HDA-P(F)b) 23,3 Shear HDA-PR 24,3 [kN] VRu,m b) c) HDA-T(F) 68,8 c) HDA-TR 75,1



46,7 46,7



100 100



126,7 126,7



31,7 36,0 84,7 92,1



65,6 66,7 148,2 160,9



97,4 216,9 -



Mean ultimate resistance Anchor size Non-cracked concrete Tension HDA-P(F), HDA-T(F)b) [kN] NRu,m HDA-PR, HDA-TR Cracked concrete Tension HDA-P(F), HDA-T(F) [kN] NRu,m HDA-PR, HDA-TR



a) b) c)



HDA M20: only galvanized 5µm version is available. HDA-PF and HDA-TF: anchors are not covered by ETA-99/0009. Values are valid for min. thickness of the base plate tfix,min without use of centering washer (see setting details).



Characteristic resistance Anchor size Non-cracked concrete



M10



M12



M16



M20a)



Tension HDA-P(F), HDA-T(F)b) [kN] NRk HDA-PR, HDA-TR



46 46



67 67



126 126



192 -



Cracked concrete Tension HDA-P(F), HDA-T(F)b) [kN] NRk HDA-PR, HDA-TR



25 25



35 35



75 75



95 -



Undercut



M16 190



Mechanical anchors



M12 125



Non-cracked and cracked concrete tfix,min HDA-T(F)b)



tfix,max



VRk Shear VRk



tfix,min HDA-TR



tfix,max



VRk HDA-P(F)b) HDA-PR a) b) c)



Feb-18



10 15



10



15



20