PC Piles: Spun Pile With Tekcon Technologies, Wika CLT Standard [PDF]

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PC PILES



PC PILES



Managed and Operated by



DESCRIPTION Type of Piles



Prestressed Concrete Square Piles Prestressed Concrete Spun Piles Prestressed Concrete Spun Square Piles Prestressed Concrete Triangular Piles



System of Joints



Welded at steel joint plate



Type of Shoe



Concrete Pencil Shoe (Standard) for PC Spun Piles, Spun Square Pile & Square Piles Mamira Shoe (Special Order) for PC Spun Pile



Method of Driving



Dynamic Pile Driving : Diesel Hammer and Hydraulic Hammer Static Pile Driving : Hydraulic Static Pile Driver (Jacking Pile)



DESIGN & MANUFACTURING REFERENCE Design



ACI 543R - 00 SNI 03 -2847 - 2002



Design, Manufactured and Installation of Concrete Piles Indonesian Standard Code for Concrete



Manufacturing



WB - PRD - PS - 16



Production Manufacturing Procedure



SPUN PILE WITH TEKCON TECHNOLOGIES, WIKA CLT STANDARD UPPER / MIDDLE PILE (DOUBLE JOINT) L L1



STEEL BAND



Outer Diameter of Piles D (mm) 300 350 400 450 500 600



L2



T



PC BAR



Wall Thickness T (mm) 60 70 75 80 90 100



L1



T SPIRAL WIRE



D



END JOINT PLATE



Pitch



Lenght of Pitch



Spiral Wire Diameter (mm)



Zone L1 (mm)



Zone L2 (mm)



L1 (mm)



L2 (mm)



3.2 3.2 3.2 4.0 4.0 4.0



50 50 50 50 50 50



100 100 100 100 100 100



900 1050 1200 1350 1500 1800



L - 2 (L1) L - 2 (L1) L - 2 (L1) L - 2 (L1) L - 2 (L1) L - 2 (L1)



January - 2015



PRE-TENSIONED SPUN CONCRETE PILES SPECIFICATION Structural Properties Outer Diameter (mm)



ConcreteWall Thickness (mm)



300 350 400



60 70 75



450



80



500



90



600



100



Concrete Concrete Allowable Axial Load Bending Moment Nominal Sectional Moment Effective (ton) Weight Prestress Inertia Area Cracking Ultimate (kg/m) Number Sectional 2 (kg/cm ) 2 4 2 (cm ) (cm ) (t.m) (t.m) (mm) Area (cm ) BS.8004-1986 ACI 543-1979 PC. Bar



Class



A A A B A B A B A B



Diameter (mm)



7.4 7.4 7.4 9.2 9.2 9.2 9.2 9.2 9.2 9.2



6 8 10 12 8 16 10 18 12 24



2.40 3.20 4.00 7.68 5.12 10.24 6.40 11.52 7.68 15.36



452 616 766 766 930 930 1159 1159 1571 1571



35472 65683 109130 111559 170951 175332 262048 267428 522509 534509



47.03 46.15 46.37 82.55 48.65 89.27 48.77 81.91 43.63 80.79



64 87 108 101 131 121 163 154 223 209



73 99 123 118 149 141 186 178 253 242



2.7 4.3 6.2 8.4 8.8 12.2 12.2 16.0 19.3 26.4



3.5 5.5 7.9 15.1 11.4 22.7 15.8 28.4 22.7 45.4



118 161 200 200 242 242 302 302 409 409



Note : 1) TEKCON PC Piles are manufacture in compliance with JIS A 5335-1987 Pretensioned Spun Concrete Piles and generally comforming to other specification (ACI 543-1979 & BS.8004-1986 / BS.8110-1985) (ACI 543-1979) 2) PC Bar and Spiral Wires comply with JIS G 3137 -1994 and BS.4482 respectively 3) Allowable Axial Load is applicable for pile acting as a short strut. Calculation is based on BS.8004-1986 Foundation & ACI 543-1979 4) Minimum compressive strength of concrete at age 28 days shall be 60 N/mm2 5) Standard piles length is 6 M, 9 M, 10 M and 12 M 6) Modification of the properties can be made upon orders 7) We have a right to modify our manufacturing specification without any prior notice



PRE-TENSIONED SPUN HIGH STREGTH CONCRETE PILES SPECIFICATION Grade 80 Piles Outer Diameter (mm)



ConcreteWall Thickness (mm)



300 350 400



60 70 75



450



80



500



90



600



100



Concrete Concrete Sectional Moment Effective Inertia Prestress Area Number Sectional (kg/cm2) (cm4) (cm2) (mm) Area (cm2) PC. Bar



Class



A A A B A B C A B C A B C



Diameter (mm)



7.1 7.1 7.1 9 9 9 9 9 9 9 9 9 9



6 8 10 12 8 16 20 10 18 24 12 24 32



2.37 3.17 3.96 7.63 5.09 10.17 12.72 6.36 11.45 15.26 7.63 15.26 20.35



452 616 766 766 930 930 930 1159 1159 1159 1571 1571 1571



35416 65533 108803 111001 170556 174626 176660 261750 266994 270927 522308 534365 542404



49.59 48.71 48.97 87.45 51.59 94.54 112.77 51.78 86.95 109.67 44.38 82.21 103.80



Allowable Axial Load (ton) ACI 543-1979



102 139 173 165 209 198 194 261 250 243 356 340 331



Bending Moment Cracking Ultimate (t.m) (t.m)



2.88 4.54 6.61 8.88 9.41 12.97 14.55 13.02 17.04 19.75 20.36 27.57 31.89



3.16 6.75 9.73 13.51 10.13 20.27 25.34 14.08 25.34 33.78 29.87 48.61 55.53



Nominal Weight (kg/m)



118 161 200 200 242 242 242 302 302 302 409 409 409



Note : 1) TEKCON PC Piles are manufacture in compliance with JIS A 5335-1987 Pretensioned Spun Concrete Piles and generally comforming to other specification (ACI 543-1979) 2) PC Bar and Spiral Wires comply with JIS G 3137 -1994 and BS.4482 respectively 3) Allowable Axial Load is applicable for pile acting as a short strut. Calculation is based on ACI 543-1979 4) Minimum compressive strength of concrete at age 28 days shall be 80 N/mm2 5) Standard piles length is 6 M, 9 M, 10 M and 12 M 6) Modification of the properties can be made upon orders 7) We have a right to modify our manufacturing specification without any prior notice



MATERIAL SPECIFICATION ITEM



REFERENCE



Aggregate



ASTM C 33 / C 33M-11a



Cement



SNI 15 - 2049 - 2004



Admixture



ASTM C 494 / C 494M - 99a



Concrete



SNI 03 - 2834 - 1993 SNI 03 - 2493 - 1991 ASTM A 416 / A 416M - 99



PC Strand



DESCRIPTION



Aggregates Portland Cement



Admixture for Concrete Concrete Mix Design Making and Curing Concrete Sample



SPECIFICATION



Standard Product Type I Special Order : Type II or V Type F : High Range Water Reducing Admixture



Grade 270 (Low Relaxation Type) Uncoated Seven-Wire for Prestressed Concrete Uncoated Stress-Relieved Steel Wires and Strands for Prestressed Concrete Small Size-Deformed Steel Bars for Prestressed Concrete Reinforcement Steel for Concrete



PC Wire



JIS G 3536 - 1999



PC Bar



JIS G 3137 - 1994



Rebar



SNI 07 - 2052 - 2002



Spiral Wire



JIS G 3532 - 2000



Low Carbon Steel Wires



Joint Plate



JIS G 3101 - 2004



Rolled Steels for General Structure



Welding



ANSI / AWS D1.1 - 900



Structural Welding Code Steel



SWPD1 (Deformed Wire Type) Grade D - Class 1 - SBPD 1275/1420 Steel Class : BjTS 40 (Deformed) Steel Class : BjTP 24 (Round) SWM-P (Round Type) Cold-reduced steel wire for the reinforcement of concrete and the manufacture of welded fabric. SS400 (Tensile Strength 400 N/mm2) Applicable steel product for steel plates and sheets, steel strip in coil, sections, AWS A5.1/E6013 NIKKO STEEL RB 26 / RD 260, LION 26, or equivalent.



PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE SPUN PILES JOINT PLATE



JOINT PLATE PRESTRESSING STEEL SPIRAL



SIZE



PILE LENGTH SIZE



MIDDLE / UPPER PILE JOINT PLATE



PENCIL SHOE WALL (t)



SIZE



PILE SECTION PILE LENGTH



BOTTOM / SINGLE PILE



PRESTRESSED CONCRETE SPUN PILES SPECIFICATION Concrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm 2) Size Thickness Cross Section ( mm ) Wall ( t ) ( cm2 )



Section Inertia ( cm4 )



Unit Weight ( kg/m )



300



60



452.39



34,607.78



113



350



65



581.98



62,162.74



145



400



75



765.76



106,488.95



191



450



80



929.91



166,570.38



232



500



90



1,159.25



255,324.30



290



600



100



1,570.80



510,508.81



393



800



120



2,563.54



1,527,869.60



641



1000 ***



140



3,782.48



3,589,571.20



946



1200 ***



150



4,948.01



6,958,136.85 1,237



Note :



Bending Moment Class A2 A3 B C A1 A3 B C A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C



Crack * Break ( ton.m ) ( ton.m ) 2.50 3.00 3.50 4.00 3.50 4.20 5.00 6.00 5.50 6.50 7.50 9.00 7.50 8.50 10.00 11.00 12.50 10.50 12.50 14.00 15.00 17.00 17.00 19.00 22.00 25.00 29.00 40.00 46.00 51.00 55.00 65.00 75.00 82.00 93.00 105.00 120.00 120.00 130.00 145.00 170.00 200.00



Allowable Decompression Length Compression Tension of Pile ** ( ton ) ( ton ) (m)



3.75 4.50 6.30 8.00 5.25 6.30 9.00 12.00 8.25 9.75 13.50 18.00 11.25 12.75 15.00 19.80 25.00 15.75 18.75 21.00 27.00 34.00 25.50 28.50 33.00 45.00 58.00 60.00 69.00 76.50 99.00 130.00 112.50 123.00 139.50 189.00 240.00 180.00 195.00 217.50 306.00 400.00



72.60 70.75 67.50 65.40 93.10 89.50 86.40 85.00 121.10 117.60 114.40 111.50 149.50 145.80 143.80 139.10 134.90 185.30 181.70 178.20 174.90 169.00 252.70 249.00 243.20 238.30 229.50 415.00 406.10 399.17 388.61 368.17 613.52 601.27 589.66 575.33 555.23 802.80 794.50 778.60 751.90 721.50



*) Crack Moment Based on JIS A 5335-1987 (Prestressed Spun Concrete Piles) **) Length of pile may exceed usual standard whenever lifted in certain position ***) Type of Shoe for Bottom Pile is Mamira Shoe



23.11 29.86 41.96 49.66 30.74 37.50 49.93 60.87 38.62 45.51 70.27 80.94 39.28 53.39 66.57 78.84 100.45 54.56 68.49 88.00 94.13 122.04 70.52 77.68 104.94 131.10 163.67 119.34 151.02 171.18 215.80 290.82 169.81 215.16 258.19 311.26 385.70 221.30 252.10 311.00 409.60 522.20



6 - 12 6 - 13 6 - 14 6 - 15 6 - 13 6 - 14 6 - 15 6 - 16 6 - 14 6 - 15 6 - 16 6 - 17 6 - 14 6 - 15 6 - 16 6 - 17 6 - 18 6 - 15 6 - 16 6 - 17 6 - 18 6 - 19 6 - 16 6 - 17 6 - 18 6 - 19 6 - 20 6 - 20 6 - 21 6 - 22 6 - 23 6 - 24 6 - 22 6 - 23 6 - 24 6 - 24 6 - 24 6 - 24 6 - 24 6 - 24 6 - 24 6 - 24



Unit Conversion : 1 ton = 9.8060 kN



PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE SQUARE PILES JOINT PLATE (MIDDLE PILE) WITHOUT JOINT PLATE (UPPER PILE)



MIDDLE / UPPER PILE



JOINT PLATE (BOTTOM PILE) WITHOUT JOINT PLATE (SINGLE PILE)



BOTTOM / SINGLE PILE



JOINT PLATE



PRESTRESSING STEEL SPIRAL



SIZE



PENCIL SHOE



SIZE



SIZE



PILE LENGTH



PILE SECTION



PRESTRESSED CONCRETE SQUARE PILES SPECIFICATION Concrete Compressive Strength fc' = 42 MPa (Cube 500 kg/cm 2) Size ( mm )



Cross Section ( cm2 )



Section Inertia ( cm4 )



Unit Weight ( kg/m )



200 x 200 250 x 250



400 625



13,333 32,552



100 156



300 x 300



900



67,500



225



350 x 350



1,225



125,052



306



400 x 400



1,600



213,333



400



450 x 450



2,025



341,719



506



500 x 500



2,500



520,833



625



Note :



Bending Moment Class



Splice Class



Allowable Decompression Length Compression Tension of Pile * ( ton ) ( ton ) (m)



Crack Ultimate ( ton.m ) ( ton.m ) 1.55 2.65 2.29 3.46 2.52 4.33 2.78 5.19 3.64 5.19 3.98 6.23 4.48 7.47 4.92 9.34 5.33 6.57 6.07 8.72 6.63 10.90 7.30 13.08 7.89 9.96 8.71 12.45 9.51 14.95 11.82 22.42 11.17 14.01 12.10 16.81 13.01 19.62 14.78 25.22 15.16 18.68 16.19 21.79 17.21 24.91 18.22 28.02



A A B C A B C D A B C D A B C D A B C D A B C D



Unit Conversion : 1 ton = 9.8060 kN



49.08 81.40 79.62 77.92 118.59 116.76 114.66 111.60 163.98 160.68 157.45 154.32 213.96 210.60 207.32 198.01 270.98 267.61 264.30 257.88 335.12 331.72 328.38 325.09



27.47 28.10 34.80 41.30 35.40 42.20 50.20 61.90 38.60 50.90 63.10 75.00 51.40 63.80 76.00 111.60 64.30 76.80 89.10 113.30 77.30 89.90 102.20 114.50



Compatible to Body Mcrack I III II I IV III II I III II I I IV III II I III III II I III II I I



6-9 6 - 10 6 - 11 6 - 11 6 - 11 6 - 11 6 - 12 6 - 12 6 - 11 6 - 12 6 - 12 6 - 13 6 - 12 6 - 12 6 - 13 6 - 14 6 - 12 6 - 13 6 - 13 6 - 14 6 - 13 6 - 13 6 - 14 6 - 14



Optional II IV II V IV/V III/IV/V IV IV III/IV V IV/V III/IV/V II/III/IV/V IV IV III/IV II/III/IV IV III/IV II/III/IV II/III/IV



*) Length of pile may exceed usual standard whenever lifted in certain position



TYPICAL SPLICE SPECIFICATION Size (mm) 200 x 200 250 x 250



300 x 300



350 x 350



400 x 400



450 x 450



500 x 500



Bending Moment Tension Class Allowable Ultimate Allowable Ultimate (ton.m) (ton.m) (ton) (ton) I II I II III IV I II III IV V I II III IV I II III IV V I II III IV I II III IV



1.56 0.76 3.17 2.99 2.34 1.29 5.96 4.53 4.28 3.96 2.34 7.67 6.81 5.71 3.30 12.20 11.28 9.41 8.58 3.97 15.80 14.07 13.02 6.55 19.72 16.51 15.14 7.56



2.11 1.02 4.28 4.03 3.17 1.74 8.05 6.12 5.78 5.35 3.16 10.35 9.19 7.71 4.45 16.47 15.23 12.71 11.58 5.36 21.33 19.00 17.57 8.84 26.63 22.29 20.43 10.21



41.82 16.34 55.22 41.41 41.41 24.50 83.64 62.73 55.22 41.41 24.50 83.64 83.64 55.22 27.61 117.95 88.46 83.64 62.73 27.61 147.43 117.95 88.46 41.82 118.60 117.95 88.46 41.82



47.05 18.38 62.12 46.59 46.59 27.57 94.10 70.57 62.12 46.59 27.57 94.10 94.10 62.12 31.06 132.69 99.52 94.10 70.57 31.06 165.86 132.69 99.52 47.05 133.43 132.69 99.52 47.05



EXAMPLES OF SPLICE SELECTION Case 2 : Optional Splice



Case 1 : Compatible to Body Moment Crack Splice of PC Piles having equivalent performance to the crack bending moment of the main body.



Upper Pile 300x300 Class A Mom. Crack = 3.64 ton.m Mom. Ult = 5.19 ton.m Decomp. Tension = 35.40 ton Splice : Class IV Mom. Allow = 3.96 ton.m Tens. Allow = 41.41 ton Bottom Pile 300x300 Class A Mom. Crack = 3.64 ton.m Mom. Ult = 5.19 ton.m Decomp. Tension = 35.40 ton



Application of optional splices should be approved by structure designer.



Upper Pile 300x300 Class A Mom. Crack = 3.64 ton.m Mom. Ult = 5.19 ton.m Decomp. Tension = 35.40 ton Splice : Class V Mom. Allow = 2.34 ton.m Tens. Allow = 24.50 ton Bottom Pile 300x300 Class A Mom. Crack = 3.64 ton.m Mom. Ult = 5.19 ton.m Decomp. Tension = 35.40 ton



PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE TRIANGULAR PILES JOINT PLATE (MIDDLE PILE) WITHOUT JOINT PLATE (UPPER PILE)



MIDDLE / UPPER PILE



JOINT PLATE PRESTRESSING STEEL



SIZE



E



SPIRAL



SIZ



PILE LENGTH JOINT PLATE (MIDDLE PILE) WITHOUT JOINT PLATE (UPPER PILE)



BOTTOM / SINGLE PILE



SIZE SIZE PILE LENGTH



PILE SECTION



PRESTRESSED CONCRETE TRIANGULAR PILES SPECIFICATION Concrete Compressive Strength fc' = 42 MPa (Cube 500 kg/cm 2)



Size ( mm )



Cross Section ( cm2 )



Section Inertia ( cm4 )



Unit Weight ( kg/m )



280



318.7



9,080.50



79.7



320



422.6



16,188.90



105.7



Bending Moment Class A B A B



Crack Ultimate ( ton.m ) ( ton.m ) 0.66 0.90 0.89 1.20



Allowable Compression ( ton )



Length of Pile * (m)



42.26 39.50 57.02 54.10



6-8 6-9 6-8 6-9



0.92 1.77 1.11 2.15



Unit Conversion : 1 ton = 9.8060 kN



PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE SPUN SQUARE PILES MIDDLE / UPPER PILE



JOINT PLATE



JOINT PLATE



PRESTRESSING STEEL SPIRAL



SIZE



PILE LENGTH



SIZE



BOTTOM / SINGLE PILE



JOINT PLATE



PENCIL SHOE



WALL (t)



SIZE



PILE SECTION PILE LENGTH



PRESTRESSED CONCRETE SPUN SQUARE PILES SPECIFICATION Concrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm 2)



Size ( mm )



Cross Thickness Section Wall ( t ) ( cm2 )



Section Inertia ( cm4 )



Unit Weight ( kg/m )



400 X 400



75



1109.13



194,159



277



450 X 450



80



1364.48



307,000



341



Bending Moment Class A2 A3 B C A1 A2 A3 B C



Crack Ultimate ( ton.m ) ( ton.m ) 6.50 8.00 10.00 11.00 8.50 11.00 13.00 13.50 15.50



10.00 12.00 18.00 22.00 12.50 17.00 20.90 24.00 31.00



Allowable Decompression Length Compression Tension of Pile * ( ton ) ( ton ) (m) 182.63 180.62 173.15 169.49 227.01 222.95 219.05 215.32 208.10



Note : *) Length of pile may exceed usual standard whenever lifted in certain position



38.00 45.30 73.10 91.70 38.20 52.90 67.10 80.90 114.00



6 - 13 6 - 14 6 - 15 6 - 16 6 - 13 6 - 15 6 - 16 6 - 16 6 - 16



Unit Conversion : 1 ton = 9.8060 kN



PRODUCT APPLICATION



Piles foundation for Power Plant or Industrial Factory



Piles for Marine Structurer



Piles Foundation for Building



Piles Foundation for Bridges



PT CITRA LAUTAN TEDUH Head Office & Factory Jl. Hang Jebat Km. 01 Batu Besar, Batam - Indonesia | Ph. (062) 778 761185, 761186 | Fax. (062) 778 761184 | Visit us : http://www.wikaclt.co.id Factory Support Binjai (North Sumatera), Tegineneng (Lampung South Sumatera), Kalianda (Lampung, South Sumatera), Bogor, Karawang, Majalengka (West Java), Boyolali (Central Java), Pasuruan (East Java), Balikpapan (East Borneo-in Progress), Makassar (South Celebes)