JIS A5373 2004 Precast Prestressed Concrete Products PDF [PDF]

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JAPANESE INDUSttR:AL STANDARD by Japanese Standards Association



Translated



and



Pub‖ shed



①IIS A 5373つ ∞ 4



Precast prestressed concrete products



ICS 91 100 30;9308030 Lference n― ber:Л S A 5373:20040】 )



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62S



A5373:2004 Foreward This translation has been made based on the original Japanese Intlustrial Standard revised by the Minister of Econom5 Trade and Industry, through deliberatione at the Japanese Industrial Standards Committee in accordance with the Industrial Standardiration Law. Consequently JIS A 5373 : 2000 ie replaced with JIS A 6373 : 2004.



Attention is drawn to the possibiJity that eome parts of tbis Standard may confict with a patent right application for a patent after opening to the public, utility mod.el right or application for registration of utility model after opening to the public which have technical properties. The relevant Minister and the Japanese Industrial Standards Committee are not responsible for identiffing the patent righ! application for a patent after opening to the public, utfity model right or application for registration of utility mod.el after opening to the public whicb have the said technical properties.



Date ofEstablishment: 2000‐ Date ofRevision: 2004‐



07‐



20



03‐ 20



Date ofPublic Notice h Omcial Gtttte:2004‐ 03‐ 22 1nvesttgated by: 」apanese lndushial Standards Comm■ ttee



Staudarde Board



Technical Committee on Civil Engineering



JIS A 5373:2004 Rrst English ediuOn PubliShed in 200412



Translated and PubIShed by:JaPaneSe Standards Assodaton 41‐ 4



Akasakら ヽmat∝ L Tokyo′ 10%8440 JAPぶ



In the event of any doubts arising as to the contents, the original JIS is to be the final authority. @



JSA 2004



All rights



reserved. No part of tlds publication Eray be reproduced or utilized in any form or by any medranicat indudint photocoptng and nicrofil4 witlout permission in wlitint



mearrs, elecbotlic or frour the publisher.



M&T



Printed in Japan



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A5373:2004 Coll"ntB



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A 6373 | 2004 Annex 3 (uormative) f,6laining



..,.,..,,....,......,.... oo



pile Closed conduits.......................



Recommended specification



Annex 4 (normative)



srelle



3-1



Preetreesetl concrete sheet



........61



...........................74



4-1 Prestreeseil concrete tubing .....................................81 Reconmended epecification 4-2 Prestreeged concrete box culvert .................,..,.........92 Reconmended specificatioD



Annex 6 (normative) Piles



---.-.--.--...--



Recommended specification



5-1



........................ 101



Prestreseed concrete pile........................................ 109



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」APANESE



O JIS A 5373:2004



INDUSTRIAL STANDARD



Precast prestressed concrete products prccast'concrete proilucts 0rereafter Scope This Japanese Intlustrial Standard specfiee This standld doee not ,"fe""ed to as "PC protlucts") made from preetreeeeal concrete. apply to concrete products for buililinge'



1



2NormativereferencesThefollowiugetanilarilecontrinprovieionswhich,tbrough referenceinthisstanclard,constituteprovisiousoftbisstandarcl.Themostregent



tle stanclards (including amendmente) "aitioo" JIS A 0203 Conoete terminologt of



inclicated below ehall be applieil'



JIS A 1108 Method of testfor compressive strength of conuete JIS A 1132 Method of naHng and curing conoete JIS A 1136 Method of



JISA5361



sPecimens



test for compressive strenglh of spun concrete



Precast concrete ptoducts



-General



rules



for



classiftcation, designation otd



marking



JlsASs62Precastconcreteproducts-.*equiredperformorceandmethodsofwrification JlsASs6sPrecostconcfeteproducts--Generalrttlesformethodsofp*fonnancetest JIS A



5364



product metlods Precdst concrete products--General rules ofmaterials and



JIS A 5365 Prccast concrete products-4eneral JIS B 7505 Bourdon



for



method of inspection



tube presstte gauges



dISB 172L Yerifcation and calibration t ens i oty'c



rules



of



the



ompr e s s i on t e s t ing mach



3 Definitione For purpose



force measuring system of tlo in



es



of this stanilald, the itefiuitions given in JIS A 0203 antl



the following defrnitions aPPIY' Group



I:



by PC products whose conformity with the stated performance is confir8ed



actualresults,whicharemanufacturedbase.lonsuchspeci.fication,and whoge recommended specifications are indicated in the annex' Group



II:



PC proclucts whose performaoce and specifications are defined by the agteement between the parties concerned with clelivery and which are manufactured baseal on euch apecificafious'



4 clasEification PC producte



ehall be claesifieal ae indicated



in table 1 by the



applicatioo.



shall be classifred into Group I and Group way how the performance and specifications are defrneil'



In



ad101n



Dimen'



900 to



Be"'" bridge beam



800



1300



sion Toler・



±



ance



±



5



０ ｔ ０ ０ ３



０ ０ ４



１



Dinen'



5



３



1300 Upper width Segment for +10 bridge beams +lo Toler' -o -5 ance lnwer width +5 : Note({) The beam length Zis expressed with mm. sion



b) Deck elabs The dimeneion snd



Beam length Z



6r)



24j



tB.6 to



±〃1000(う



Segmentlength Zω 4.05 to l1 5



+lo



dirnea5i6aal tolerance of deck slabs shall be as



specified in annex 2 table 5.



Annex 2 table



! lls



dirnsnsion and di"'ensional tolerance of dee"k alab



Unit : mm Width Classfication



Thicknese



(along bЁ dge



The precast plate for composite deck slab Precast deck slab



for highway bridgea



di“ ∝bnl



Dhen・



70"120 +5 -2



●10■



Toler' ance



Dimen' sion Toler・



ance



轟



240t。 320



厖



340 to 420



+10 0



998



+5 -3



Length Oerpenttular t● b五 dge



m



PC plate span length Zい 1 45 to 3.00



+lo -5



1990



Deck length Z(ml



+5 -10



+20



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7.9 to 18.5



0



0



23



A5373:2004 5 Bar anangement 6osition of PC steel and reinfOrcementp Bar arrangement 6osttion Of PC steel and reinforcementu Shan be as specined in Лs A 5364 and a design docilment.However,when the method is subiect tO the agreement between the parties concerned with delivery7 and it fans w比 h the range which does nOt dnmage the perfo.ttance of products Cnduこ ng prO宙sion8 0f Clauseめ ,the methOd may be outside the bar arrangement 6osition of PC sttel and reinforcementl of re∞ mmended speciEcation.



6 Test methOd 6.l Compresslve‐ strenn test A compress市 e‐ strength test is based on JIS A l132 nnd JIS A l108. 6_2 Bending test A bending testis based On」 IS A 5363 As shownin annex 2五 re 四 l and igure 2,apply the load Fwhich is equ■ valent to the crack test bending moment, and check for any cracks.



In addition,perfO._the test a■ er cOnttng that the cOmpresslve strength of a test piece is equal tO Or II10re than the specined value.



Remarks:



A te8樋 r● han be Grade one or higher spectted in Л S B 7721,Or shan have the anownnce which is equ■ valent t。 。r better than this.



Load Fis cOmputed by the fOnowing fOrmula.



― 万″ ・



F={に



rd。



g



)x.￨ち



}―



恥 ere,F:L● a出 電10ad α詢 ″:Cra■ stbendingmomentCkN‐ ml y・ :Bending mOment bypЮ ducttare lkN‐ ω “ ・:Mass of10adingequlpment ″ α∂ ′Span(■ 0 ●:L●ading poュ血



h the case ofa b」



dge benm



く10m h the case Of′ ≧lom ln the case of′



『



LOad be,m



o.500 o.750



麗accelerattOn(9.81m/sう 膜 撥趙 聯 総樹 ま 盤脳i麟宙tational :p電 Load F



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24



A5373:2004



Annex 2 figure t The baaiis method (in the caee of the brid.ge beo,r,s for highway brfulges, aad the precaet plates for conposite deck slabe)



Unit:mm



Load bean



bar



O Deck fOrtwO main be口 m8



D Deck fOrthree main beams



Round Counterweight



Steel plate Collnte「 口eight



c) Deck for



bur 4cin



Annex 2 figure



2



[rgarns



Tte loading nethod



(in the case of the precast deck slabs for highway brfuIges)



7



Qualit5r of concrete



7.1 Material



and manufacture method rhe material anil manufacture method for



concrete are based on JIS A 8364.



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25



A 5373 : 2004



7.2



Compreeeive



strength The compreasive strength of concrete ehall be verified by



the conpreesive strength of sample which wae processed by the same cure as the product, or the compreesive etrength which wae controlled properly. When the predetermined cure is frniehed, the etrength shall satisfy the value specified in annex 2 table 6.



In addition, products of Group II



ehaU be subject



to the agreement between the



parties mncerned with delivery.



Annex 2 table



6



the conpreasive strength of concrete Unit:N/mm2



Cla● s過 にajon



The compressive etrength of concr€te



At the time of prestreee Slab brtge



beЯ ms



introduction



At the time of quality asgurance



35 or more



50 or



nore



hght・ load 81ab b五 dge benvns



42 or more



70 or more



beams



Beam bridge beams



36 or more



60 or more



Segnents for bridge beame ∞mposite :[:itilb:lates for deよ dabtt br hlghway



35 or more



50 or more



30 or m.ore



50 or more



35 or more



60 or E ore



嗽轟



Britlge



躙



Remarke: The cornpreesive Btrength of concrete may refer to JIS A bg64 aanex(informative).



8 luspectiou Inspection is based on JIS A 6B6i and the following. 8-1 ffug finnl ilspection The fi.nal inspection of bridges is conducted



about



appearance, performaoce, shape, and dimeneion.



a) Appearauce About appearance, the characterietic of a prod.uct, the manufacture method, manufacture quautity, etc. ehall be cooaidered, and a 100 % inspection ehall be performed.



b)



Performance, shape, and dimension About the performance, shape, and dirneaEiop, a 100 ok inspection or a sanpliag inspection shall be performed.



when the performance is inspected by a sample as alternative characteristic, correlation shall be established between the sample and the product.



c) size of ilapection lot The size of inspection lot shall be specified by a manufacturer by considering the characteristice of a product, a nanufacture method, manufacture quantity, manufacture period, ordered quantity, etc.



within



one inepection lot, the characteristics, the materials ueed, concrete mixing ratio, and the manufacturing method shall be the same.



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26 A 6373 : 2004



8.2



Delivery inepection The delivery inspection of bridges shall be made about appearance, shape, and dimengion. The eiz€ of inspection lot and the sampling nethod ehall be subject to the agreement between the partiee concerned with delivery, and ehall be determined by a purcbaser. However, the delivery inapection shall be eubject to the agreement between the parties concerned with delivery, aad it may be omitted baeeal on the result of final inspecfion.



I Ma*ing



The marking on bridges shall indicate the following according to JIS A



6361.



a) Claesfication or itg abbreviation b) A manufacturet's name or its abbreviation c) A date of manufacture or ite abbreviation 10 Othere



The Group I of bridges is ehown in annex 2 table ?. Annex 2 table



Structure-specific product Sroup standard



5373



annex 2



beams



6omative) B五 dges



Recommended specifrcation Recommended specificatiou



B五 dge Л SA



7



Deck plates



Recommended specfication 2.l Bridge beams for highway brideee Recommeuded specfication 2-2 Segments for bridge beame for highway bridee Recommended specification 2-B Precast plateo for composite deck slabs Recomneaded specifi.cation 2'4 Precast deck slabs for highway bridges



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27



A5373:2004



Recommended specifrcation



2- 1



Bridge beams for highway bridges



I



Scope This recommended epecification speeifies the Group I bridge beamg for higbway bridgea (hereafter referred to as "bridge beams") among the annex 2 of JIS A 5373.



Remarke



1 A bridge beq"' which wae based on the details



of thig recommended specification 2-1 aud which was manufactured by proper quality control shall be deened to conform to clauee 3 of the annex 2 of JIS A 6373.



2 If



the informative dirnension hae been changed within the range shown in clauee 4 of the annex 2 of JIS A 5373, a manufacturer must present the following data to a purchaser, when so requested. The data must state conformity of the bridge beam to clause 3 of the annex 2 of JIS A 6373 which hae been demonetrated by the design d.ocument or perfornance test.



2 Classification Brid.ge beams are classified into the ordinary bridge beam and the light'load bridge beam. They are claseified by thet statrdard span as shown in recommended epeci.fi.cation 2-l tables 1 to 3. !.! d



Qldine.y fuldge beerns SIab bridge beo"'e



5 6 7 8



9 10



12



ca饉 ●Il



AS05



AS06 AS07 AS08 AS09 AS10 ASll AS12



13



14 15 16 17



18 19 20 21



22 23 24



AS14 ■5



AS16 AS17 AS18 AS19 AS20 AS21 AS22 郎



23



AS24



350 350 400 400 450 450 450 450 500 500 550 600 650 700 750 750 800 850 900 950



beadiXgmornent



catloュ



148 170



BS05 BS06 BS07 BS08 BS09 BS10 BSll BS12 BS13 BS14 BS15 BS16 BS17 BS18 BS19 BS20 BS21 BS22 BS23 BS24



211 253 294 338 370 405 478 532 616 702 862 962



1050



1 150 1 270



1470 1630 1830



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¨ ﹄ 市



Tbe classifrcation ald crae.k tegt bending moment of slab bridge beams Live load A Lve load B Cla● sIIl・ Clack test じlass■, Crack test



﹄ ¨ 品



Ｓ



¨ 一   ¨ ｍ



Recommended epesification 2-1 table 1



350 350



400 400 450 450 500 500 500 550



600 600 650 700 750 800



850 900 950



1000



belldi」



momellt



寺



153 182



227 271 314 370 433 475 526 610 696 764 863 960



1 140



1260 1440 1640 1780



2020



28



A5373:2004



Remarke



1 2 3 4 6 6



b)



Or