钢筋下料表格(图)

钢筋钢筋钢筋单位构件 单件合计 型式 钢筋各部位尺寸Total弯弯曲曲下下料料 构件名称钢筋代码编号型号直径重量数量 钢筋根数abcdeLength扣扣除除长长度度 (mm) (kg/m)根数(mm)(mm)(mm)(mm) (mm)(mm)(mm)(mm) 框架柱 KZ1KZ1-0120202.46612448K500432068055001005400 KZ1-0216161.57812448B43206805000404960 KZ1-0310100.6171230360J34034016601251535 KZ1-0410100.6171230360C5034039050340 KZ2KZ2-0122222.984248K500432068055001105390 KZ2-0216161.578248B43206805000404960 KZ2-0310100.61723060J34034016601251535 KZ2-0410100.617260120C5034039050340 KZ3KZ3-0118181.99812896B44767205196455151 KZ3-0210100.6171230360J34034016601251535 KZ3-0310100.6171260720C34034050290 楼梯AT-0110100.61721530C4000504050504000 AT-0210100.61723876A136013601360 AT-0310100.61721530C7005075050700 JL-0116161.578122A294029402940 JL-0212120.888122A294029402940 JL-03880.39511515J2501501040100940 TZ-0112120.888224A294029402940 TZ-0216161.578224A294029402940 TZ-03880.39521530J2501501040100940 TZ-0114141.2082612A204020402040 TZ-02880.39522142J2501501040100940 TZ-03880.39522142C1505020040160 TB-01880.39513030C3240503290403250 TB-02880.39516666C1540501590401550 框架梁KL1-0116161.578248C9940270102108010130 KL1-0216161.578224C9940240101808010100 KL1-0316161.578224B15052401745401705 KL1-0416161.578224B13552401595401555 KL1-0516161.578224A316031603160 KL1-0610100.617260120J44025016801251555 KL2-0118181.998248C9940270102109010120 KL2-0218181.998224C9940270102109010120 KL2-0318181.998212B15052401745451700 KL2-0418181.998212B13552401595451550 KL2-0520202.466224A316031603160 KL2-0610100.617260120J44025016801251555 KL3-0116161.578133C59402406180806100 KL3-0216161.578122C59402406180806100 KL3-0316161.578122B13552401595401555 KL3-0418181.998122A309530953095 KL3-0510100.61713737J44025016801251555 KL4-0116161.578144C23740270240108023930 KL4-0216161.578122C23740270240108023930 KL4-0316161.578122B17552401995401955 KL4-0416161.578122B21302402370402330 KL4-0516161.578122A352535253525 KL4-0616161.578122A277527752775 KL4-0716161.578122A292529252925 KL4-0810100.6171140140J44025016801251555 KL5-0122222.984144C684033071701107060 KL5-0216161.578122C68403307170807090 KL5-0316161.578224B19731973401933 KL5-0410100.61714545J44025016801251555 KL6-0118181.998144C23740270240109023920 KL6-0218181.998122C23740270240109023920 KL6-0318181.998111B17552702025451980 KL6-0418181.998122B21302702400452355 KL6-0520202.466122A352535253525 a b ac b b c a b c d a a b d a b a a A B C E G H a F a b c a I K c L L a b c e d b J D c e KL6-0618181.998111A277527752775 KL6-0718181.998122A292529252925 KL6-0810100.6171140140J44025016801251555 KL7-0116161.578133C78402408080808000 KL7-0216161.578122C78402408080808000 KL7-0310100.61715050J44020015801251455 KL8-0116161.578144C16240240164808016400 KL8-0216161.578122C16240240164808016400 KL8-0316161.578122B17552401995401955 KL8-0416161.578122B10052401245401205 KL8-0516161.578122A352535253525 KL8-0616161.578122A277527752775 KL8-0710100.6171110110J44025016801251555 KL9-0116161.578248C16240240164808016400 KL9-0216161.578224C16240240164808016400 KL9-0316161.578224B17552401995401955 KL9-0416161.578224B10052401245401205 KL9-0516161.578224A352535253525 KL9-0616161.578224A277527752775 KL9-0710100.6172110220J44025016801251555 KL10-0118181.998144C16240270165109016420 KL10-0218181.998122C16240270165109016420 KL10-0318181.998111B17552401995451950 KL10-0418181.998111B10052401245451200 KL10-0520202.466122A352535253525 KL10-0618181.998122A277527752775 KL10-0710100.6171110110J44025016801251555 KL11-0116161.5784416C9940270102108010130 KL11-0216161.578428C9940240101808010100 KL11-0316161.578428B15052401745401705 KL11-0416161.578428B13552401595401555 KL11-0516161.578428A316031603160 KL11-0610100.617460240J44025016801251555 板钢筋XBA-011880.39513232G54505055005500 ZXBA-022880.39512323G62505063006300 ZXBB-013880.39513737G54505055005500 ZXBB-024880.39512424G71505072007200 ZXBC-015880.39513232G46505047004700 ZXBC-026880.39512424G62505063006300 ZXBD-017880.39513535G22505023002300 ZXBD-028880.39511212G71505072007200 ZXDE-019880.39513535G22505023002300 ZXDE-0210880.39511313G71505072007200 ZXDF-0111880.39511717G46505047004700 ZXDF-0212880.39512424G32505033003300 ZXDG-0113880.39513939G17005017501750 ZXDG-0214880.395188G77505078007800 ZXDH-0115880.39513939G46505047004700 ZXDH-0216880.39512424G77505078007800 FXDA-011880.39515555G18505019001900 FXDA-022880.39516060G15005015501550 FXDA-033880.39515555G33005033503350 FXDA-044880.39516060G27005027502750 FXDC-015880.39513030G18005018501850 FXDC-026880.39511414G23005023502350 FXDC-037880.39515151G14505015001500 FXDC-048880.39511414G23005023502350 FXDE-019880.39513535G80050850850 FXDE-0210880.39513535G13005013501350 FXDE-0311880.39511111G13005013501350 FXDE-0412880.39511111G13005013501350 FXBB-011310100.61715858G22005022502250 FXBB-0214880.39515555G20005020502050 FXBB-031510100.61715858G15505016001600 FXBF-0116880.39511616G80050850850 FXBF-0217880.39511616G80050850850 FXBF-0318880.39513030G25005025502550 FXBG-0119880.395188G80050850850 FXBG-022010100.61715050G23005023502350 FXBG-0321880.395188G80050850850 FXBH-012210100.61712020G22005022502250 FXBH-022310100.61713030G18005018501850 FXBO-011660.222155G12900501295012950 FXBO-022660.222156G12900501295012950 FXBO-033660.222156G12900501295012950 REF. SHOP DWG. NO.Total SH-LW-SC-001a Weight PREPARED Li APPROVED 2003/7/12FOR APPROVAL REV.0.INITIALDATEREVISION 8931.616 重重量量 (kg) 639.226 375.770 340.699 75.464 128.672 62.628 56.783 25.155 987.796 340.699 128.733 73.985 63.725 12.947 9.281 5.220 5.564 10.441 18.561 11.127 29.582 15.578 2.652 38.472 40.366 127.908 63.765 10.764 9.817 19.950 115.046 161.724 80.862 6.792 6.193 31.172 115.046 28.884 19.256 4.909 12.365 35.472 151.078 75.539 6.171 7.355 11.127 8.760 9.233 134.220 84.269 22.381 12.204 43.142 191.129 95.564 3.955 9.409 17.386 c b 5.543 11.686 134.220 37.880 25.253 44.853 103.539 51.769 6.171 3.804 11.127 8.760 105.459 207.078 103.539 12.343 7.608 22.255 17.520 210.917 131.201 65.601 3.895 2.397 17.386 11.087 105.459 255.817 127.530 21.529 19.634 39.900 230.092 69.447 57.175 80.298 68.184 59.345 59.661 31.764 34.092 31.764 36.933 31.527 31.251 26.930 24.622 72.327 73.866 41.234 36.696 72.702 65.106 21.899 12.982 30.186 12.982 11.739 18.644 5.860 5.860 80.458 44.489 57.215 5.366 5.366 30.186 2.683 72.443 2.683 27.744 34.218 14.371 17.246 17.246 8931.616 BBS-1 PREPARED Li APPROVED Form 21.8 EMPLOYER:Ref. BASF-YPCPage 1 工程名称 :of 1 ENGINEER :CONTRACTOR :Date TECHNIPJPCC 2008/7/2 BAR BENDING SCHEDULE 钢筋钢筋钢筋单位构件 单件合计 型式 钢筋各部位尺寸TotalBendCutWeight 位置(图号)接头型号直径重量数量 钢筋根数abcdeLengthDeduct.Length(kg) (mm) (kg/m)根数(mm)(mm)(mm)(mm) (mm)(mm)(mm)(mm) A a b ac b b c a b c d a a b d a b a a A B C E G H a F a b c a I K c L L c a b b c e d b J D c e REF. SHOP DWG. NO.Total SH-LW-SC-001a Weight PREPARED 杨杨 APPROVED 2008/7/2FOR APPROVAL REV.0.INITIALDATEREVISION BBS-1 Form 21.8 EMPLOYER:Ref. KEMPCOPage 1 Proj. No. : 0015-3 VO/#45of 5 ENGINEER :CONTRACTOR :Date DAR AL-HANDASAHTCCS (Shair & Partners)2003/7/12 BAR BENDING SCHEDULE LocationBarBarUnitNoNoTotal TypeBar DimensionsTotalBendCutWeight MarkDiam.Wt.OffinNo. ofabcdeLengthDeduct.Length(kg) (mm)(kg/m)EachBars(mm)(mm)(mm)(mm) (mm)(mm)(mm)(mm) B1120.8886954C20019702002370602310110.746 B1a120.8886636C2001070200147060141045.065 B2a202.4666424C200197020023701002270134.356 B2141.2086742C20019702002370702300116.733 GATE VALVE CHAMBER B3120.88861060C20017702002170602110112.397 B3a120.8886636C200870200127060121038.673 B3b202.4666424C200177020021701002070122.518 B4141.20861060C20017702002170702100152.260 B5120.8886100600B200173019303019001012.108 B6120.888624144C14101800141046