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5、5 $11 single fabricated steel bar -t-!i!(:l(!xmsttJ . m $ .&! iCl. * assembled fabricated steel bar m$-t-l(!+tMmi1iMm*.llX;=1Jm1fli. 4. 1 f*.&!mICl1151PJi2 14mtri1t1J t-1c.m%ttil3 ,1ffll;ktt, mE%, mEffJ111, mEr*t*Itm.r&. GB/T 29733-2013 CJ D CJ1D-D I -mMir*l-*l.t,mm . -mMiffF11 mm -m$% -YW:-iGfflfiH
6、H.Tl i.wiGffl11.n, Tz j.WJGAf:flit :ftiie L_-=-%ttR A. 1 : 2010 m , V,liHIUH i1i AA! /22-90 5. 1 -M:* 5. 1. 1 m$89,tt8EWLW:i:Jltz.g YB/T 4260 B(JJ. 5. i. 2 .mtm$J -*oo:F lltz7ff, rm rs ,iLtY:ttElJ:ttk-m. 5. 1. 3 .mt lliJjijJ B(Jl!ijlj:(.(zllm:tli iHFim ,.fii) Jltz:tf Scm *-&l-00 ;C?lfitiff 8J:AA!.J
7、0 5.2 R-t&A 2 GB/T 297332013 % JJi ilfil 1 i.ill:ft:1:tt/l/ (mm/m) 4 2 1ll:-IJJ fJi*ll/rnm 5 3 $1A ioJiAtti*-ll :1J ioJ * aJ ?$-R. i /mm 10 4 tJ11f Ill (0) 3 5 ifU&aJ11fUI.I/rnm 20 6 !ltti P1 $ R. i /mm 5 tJ11f/() 3 7 VBtHUr PE !ltti Hlii3/mm 2 Yfff.1!.tti!IlUlll/mm 5 i 3:f&raJie./mm 10 $U1i raJie/m
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9、B 50666 aJm.). 5. 3. 2 5:tli ,f.lltliJ5ll:jq=-f=r GB 50204 fQ GB 50666 eJ)E 0 5. 3. 3 mtlim.ttJi!J5llir JGJ 101 BJ%e.J. 5. 3. 4 iJiU1i!ti!J5lZ:jq=-f:r JGJ 18 eJ1.f.7. 5. 3. 5 m-f:r.litHl9tb$1Jd1J2Z% GB/ T 1499. 3,GB 50204 lO GB 50666 (!). GB 1499. LGB 1499. 2,GB 13014,GB 13788, GB 50666 ;fll YB/ T 4
10、260 Br =-1 .fipg .0 Jjiz *I: Jl,JtMm 11tii&J f.iFie,fi:lt ,tm.&R. -.t ,rr-r ,1:f-a M ,!l!iflmtt. 8. 3 JtMm1tntJ .:jl:J;:ffj& !H-if:$.at Ir:lzHJlfl-:t:!L ;!& ,#Jjiz*tl:Ulttf 11: t!I! ,ii$L75!.tl!. 8. 4 liiJ- Ifiif:t fril#JtMm1UithliiztlIJ,Nil*?t7&1Hf. 9. 1 WJ1Ui:IJUiflj Jjiz$1H$ftefllji nt*4!fi pg li
11、iz 1!Hi.e *. lf!fi .!A!,;& B. 1. nc if:tm1fn 1* :fJr*4*ffrtt:n.!A!. c. 9. 2 1tmibtJtl:lratl.i!Z:0tlrx#: -Jif ffl :fJ f-t li i5-; -JtWJibtJpJffi:tiil:f:; .J!.* B. 2; -1jll ifilibttJ t11 r -w:; - -fte:i!1:t !fi. nt:i!r#!fiJit:l.MINJ.i!ZJfl!fifq$Uz.,ticJ!:1: ,fte:i! BM. GB/T 29733-2013 N-t A 1e1111ftJl
12、) JiUW 11i11Ji *I !ii tJJ tt ft ill A. 1 .$.4JilHfUnJJlr%.&ft.fil A. 1. :a A. 1 !)ft: .6! m Iii tUiJ !Hi tt& ft ill jfjftiij mm mfti13 m 0000 1000 1010 J 1020 _/ 1030 ) 2010 l ) 2011 l I 2020 _J 2021 _/ 2030 r J 2031 c _J 2040 ( J 2041 2050 2060 r ) 3010 ( j 3011 ( I 6 GB/T 29733-2013 A. 1 () ftjq j
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14、6 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-f1:!1911ff.*).8ft*- i!il!J ,9 ft*Yr:ff1tf!BIJ11fCl!I); 2, *
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16、t) .61 UiJ .-ftilJ ii j2 *1 !l1 *1 mt YE B. 1 JiltHMit!Jdldfc*f.lfi B. 1. * B. 1 .&lUil IS t:I ll I.ll.ll Ifl jtJ;.& ft$L I lIHJV IOllfl I !lH$ to-i / At$mil .t.14 .-*! .m:; tl ltlliftitt mm j;. mm m kg . I I I I I I I I I I I I I I I 12 GB/T 29733-2013 B. 2 .rUHlUu !Iii.I J.W:IJiE 45 J(!. ;& B. 2.
17、B. 2 .GlHf:il$J JmAi.iEPJH 13 GB/T 297332013 llf;t c c1 m$&eB*m$r*4*tt.e#m$&tt. 7t jjlj *ffl #;: dtJ r!ttJJ:. c. 2 ;i#; c. 2. 1 f*i!Yf.I-re1m1t#il#*lt .tt1L#stmtriilltJ& rf-+*ltlJJff?. c. 2. 2 l!ttr!llE#*llit11mfBir*4*ItS;t mtui!JIJ fl,$ .no al-*Il!.illit Jf:tf pg. !. lI! c. 1. / .! I I .JL. ,. -.-_
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19、 1t: . I f ff , I L z = L -2:Cc) + L:Cllc) + L:CLp) it i:p: Lz -:mtnr*4*1t ,JtitL1J*mm); L -tltlfflf*It,Jtiw1J*mm); :L:Cc) -tfillUiidflm.LJitz.fll ,Jtiw11-*cmm); . ( c. 1 ) :L:Llc) -$?X.tttbn*Itz .-?X1J.itt:bll*ltillttfitf( c. 1 rOl?JE; :L:Jt. 14 GB/ T 29733-2013 * C. l -IX ii :hll * Jl .ti:( G) W.1
20、i fIl D=2. 5d D=4d D=6d D=1d D=l2d D=l6d 90 0.50d 0. 93d 1. SOd 1. 78d 3.2ld 4.35d 135 1. 87d 2.89d 4. 25d 4.92d 8. 3ld 11. 03d 1ao 3. 25d 4. 86d 8.07d 13.42d 17. 71d c. 3 lltlr! c. 3. l lltlr! !SJ 89 tl fa-R:f a .ff :EE 11t1 !Hi. JI!. 00 c. 2 0 C.2 c. 3. 3 Lw =l:(L.) + l:CLb) -l:CLh) ( C. 2) j. i:p
21、 : Lw -lltlHriili1J.rb F*HE:Jl ,l!iUL19*Cmm); l:L.) -1fjfil*:llz . .$.W:19*Cmm); l:CLb) -jfiliellz ,ip.Uz1J*Cmm); L:Cw) -$7XfttlifflJ!Hfiz. -7Xi$11t!ffeiJU;Hle* C. 2 . 15 GB/T 29733-2013 tfi!fJ ll $( P31i: :! 30 45 so 90 135 D=2. 5d 0. 29d 0. 49d 0. 17d I 1. 75d 0. 38d D =4d 0. 30d 0. 52d 0.85d 2. 0
22、8d 0. lld D=6d 0.31d I 0. 56d 0. 96d 2. Sld -0. 25d D=1d 0. 32d 0. 58d 1. Old 2. 72d - 0. 42d D=l2d 0. 35d i 0.69d 1. 28d 3.80d -1. 3ld I d=l6d 0. 31d i 0. 77d 1. 50d 4. 66d - 2. 03d it: D-P311: ;d-iij.tljf!Ct.f0!1!:, 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