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ICS 91. 100. 30 Q 72 2013-09-18 GB GB/T 29733-2013 Fabricated steel bar for concrete structures 2014-06-01 1Jf, ;tffHJJffl GB/T 1. 1-2009 lfj itlJii. *wAoottmmili. *tf11Ewtt5m1Ett*o. GB/T 29733-2013 ifif,f11E-iil it1 mliff ,r-fflrflrlt1e 01f0 iJJ ,1tnttmMTmJi 0i1J ,ftJ-Jl1ihiINfflli0iiJ ,1;l-005jl-YJI0i1J ,“ilm.1Jliitfl.JJU4tt0iJJ. *11E.E-.. A 1 .trt, 1 ;-, tt, *r-aJl, xm, *m, tX*, , jt * Sjl-, ttm, “**14. GB/T 297332013 1 II *8fEE TtfMffl.JlX;m1fliitlJ Jb 1J*ibfoEJl. ,i-jiC. ,31, i.i\Hi/J ,JIU,-. ,*F ltft-fl*1txt. *81EmmrirI1JmMmmM. r7tlXX1f*XlJJ.iZfflfPJ 91J 0 fllE s AALJ51 fflX ,{XE a AA lJlljj{ifflf*X14. 3. 1 GB 1499.1 ms11titmm i ffl5tLJtmlm1i1i GB 1499. 2 mtritrlJH 2 5tL*MW1 GB/ T 1499. 3 m110mitmm 3 5tiUuttlXX.I GB 13014 mEiiUifflBmmi GB 13788 L*Jtbm1fli GB 50204 lJiMIWD[Illmt11Utttt*W YB/ T 4260 lf tiL*JtfJWU1i .1Jm1t0itlJ p, 5t1Jl.llX;m1t0tiJ mil-miti 1J. 3.2 3.3 lt {4 .1Jm1fli. 4. 1 f*.ktt, mE, mEffJ\111, mEr*t*Itm.rClfi“tiff 8JAA.J 0 5.2 R-t1J6. 5. 3 Mt 5. 3. 1 mtlii211Lf1mmitTSll.pg][J5lljq GB 50204 lO GB 50666 aJm.. 5. 3. 2 5tli ,f.lltliJ5lljq-fr GB 50204 fQ GB 50666 eJE 0 5. 3. 3 mtlim.ttJiJ5llir JGJ 101 BJe.J. 5. 3. 4 iJiU1itiJ5lZjq-fr JGJ 18 eJ1.f.7. 5. 3. 5 m-fr.litHl9tb1Jd1J2Z GB/ T 1499. 3,GB 50204 lO GB 50666 Jjiz *I Jl\,JtMm 11tiiffj -JtWJibtJpJffitiilf; .J{.* B. 2; -1jll ifilibttJ t11 r -w; - -ftei1t fi. ntirfiJitl.MINJ.iZJflfifqUz.,ticJ1 ,ftei BM. GB/T 29733-2013 N-t A 1e1111ftJl JiUW 11i11Ji *I ii tJJ tt ft ill A. 1 ..{4JilHfUnJJlr.tE ftjq jf-;tE 3012 L__/ 3013 3020 /\___ 3021 3022 / 3030 3031 s 4010 l J 4011 L__r 4012 4013 Jl 4020 LJ 4021 LJ 4030 Q L 4031 4040 5010 D 5011 t l 5012 r J 5013 CJ 7 GB/T 29733-2013 ;ll A. 1 mftli3 m.;r-m ftfjij m.;r-ttm 5020 L J 5021 L r J l 5022 5023 5024 l_ 5025 r_ J 5026 F J 5030 cfu 5031 c-0 J O ,-.... 5032 5033 _/v I r y t l 6010 6011 .. I 6012 [l n 6013 a 6020 b J 6021 r Gl 6022 [ l J 6023 TI 7010 j 7011 j “J 8 GB/T 29733-2013 A. 1 7012 8010 8020 0 8021 8030 8831 8040 8041 8050 8051 0 tt1*ft-tt*ft-f11911ff.{*.8ft*- iilJ ,9 ft*Yrff1tfBIJ11fClI; 2, **fti 1----IJ ;2---Wi11 ; tt 3 *ftfE. LY{\Lft4tflMittl ifb19. ft *m -- 1 - 1 1 I I ZGYlOO - - I I I - 9 GB/T 29733-2013 A. 2 ZGY200 \\ II I\ I\ I II I\ 1 \ \I \I - - ZGJlOO ZGFlOO ZGFJlO ZGF200 ZGF210 ZGDlOO 10 GB/T 29733-2013 * A.2 ZGD200 ZGTlOO 11 GB/ T 297332013 1J1t B 03*1ttllf;t .61 UiJ .-ftilJ ii j2 *1 l1 *1 mt YE B. 1 JiltHMitJdldfc*f.lfi B. 1. * B. 1 .. tl ltlliftitt mm j];;. mm m kg . I I I I I I I I I I I I I I I 12 GB/T 29733-2013 B. 2 ..rUHlUu Iii.I J.WIJiE 45 J. ;t c c1 m dtJ rttJJ. c. 2 ;i]“; c. 2. 1 f*iYf.I-re1m1til*lt .tt1LstmtriilltJt mtuiJIJ fl, .no al-*Il.illit Jftf pg. ]. lI c. 1. / . “I I .JL... ,. - .--- _,, ... / -., .1_ . -l -“1\ “, / . I . , .. I , - -, . -/ . , . -/ ...... _ ... _ , ..., _ .., I / , . - .. I/ -. \ ....... _, , \ “- \ / I .. , I i If/ _.., - .J / I .., r----------,---------- ---- ““ I I I , \ I / ,_ ,_ / ..,_ -I _,_ ---- - - - - - - - -- - - ---------, --1 _____ ......._--,..... .J / --f I . / - / ... ; ... , -, . Ill c. 1 c. 2. 3 11flf mtuilltJ fl, r*4*1tf1ltfJtc. n 1t . I f ff , I L z L -2Cc LCllc LCLp it ip Lz --mtnr*4*1t ,JtitL1J*mm; L -tltlfflf*It,Jtiw1J*mm; LCc -tfillUiidflm.LJitz.fll ,Jtiw11-*cmm; .................. c. 1 LLlc -X.tttbn*Itz .-X1J.ittbll*ltillttfitf c. 1 rOlJE; LJt. 14 GB/ T 29733-2013 * C. l -IX ii hll * Jl .ti G W.1i fIl D2. 5d D4d D6d D1d Dl2d Dl6d 90 0.50d 0. 93d 1. SOd 1. 78d 3.2ld 4.35d 135 1. 87d 2.89d 4. 25d 4.92d 8. 3ld 11. 03d 1ao 3. 25d 4. 86d 8.07d 13.42d 17. 71d c. 3 lltlr c. 3. l lltlr SJ 89 tl fa-Rf a .ff EE 11t1 Hi. JI. 00 c. 2 0 C.2 c. 3. 3 Lw lL. lCLb -lCLh C. 2 j.\ ip Lw -lltlHriili1J.rb F*HEJl ,liUL19*Cmm; lL. -1fjfil*llz . ..W19*Cmm; lCLb -jfiliellz ,ip.Uz1J*Cmm; LCw -7XfttlifflJHfiz. -7Xi11tffeiJU;Hle* C. 2 . 15 GB/T 29733-2013 tfi“fJ ll P31i 30 45 so 90 135 D2. 5d 0. 29d 0. 49d 0. 17d I 1. 75d 0. 38d D 4d 0. 30d 0. 52d 0.85d 2. 08d 0. lld D6d 0.31d I 0. 56d 0. 96d 2. Sld -0. 25d D1d 0. 32d 0. 58d 1. Old 2. 72d - 0. 42d Dl2d 0. 35d i 0.69d 1. 28d 3.80d -1. 3ld I dl6d 0. 31d i 0. 77d 1. 50d 4. 66d - 2. 03d it D-P311 ;d-iij.tljfCt.f01, GB/T 297332013 [l] BS EN ISO 3766 2003 Construction drawings- Simplified representation of concrete rein- forcement [2] BS 8666 2005 Scheduling, dimensioning, bending and cutting of steel reinforcement for concrete specification
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