钢筋下料表格(带图)附手算钢筋公式汇总表
10847.085钢筋钢筋钢筋单位构件单件合计
钢筋各部位尺寸Total 弯曲下料重量构件名称
钢筋代码编号型号直径重量数量钢筋根数a b c d e Length 扣除
长度(kg)(mm)(kg/m)根数(mm)(mm)(mm)(mm)(mm)(mm)(mm)(mm)基础
J-I
网片Φ1414 1.20821836A 17301730173075.260KZ1
KZ1Φ2525 3.85321224K 100430010045001254375404.603GZ1
GZ1Φ1414 1.2084416B 1501700185035181535.092GZ2Φ12120.88813452B 1501700185030182084.023一层
GZ1Φ1414 1.2084416B 2003900410035406578.595GZ2Φ12120.88813452B 20039004100304070187.897构造柱
箍筋Φ660.2221730510J 1901909407586597.915柱
箍筋Φ880.39523264J 3503501640100154038.890LL-1LL-1Φ2020
2.466166B 25087509000508950132.432LL-1Φ2020
2.466166B 2503800405050400059.188LL-1Φ1010
0.617122A 11350113501135013.995拉筋Φ88
0.39512222K 502105031040270 2.344箍筋Φ88
0.3951110110J 4002001440100134058.162圈梁A1-2Φ1212
0.888144B 2003700390030387013.743A7-8Φ1212
0.888144B 2004600480030477016.939B Φ1212
0.888144C 2004400200480060474016.833C Φ1212
0.888144C 2003500200390060384013.637D E Φ1212
0.888248B 2008800900030897063.710Φ1212
0.888248B 2002300200270030267018.964Φ1212
0.888248A 90009000900063.9231 ， 8Φ1212
0.888248B 2008800900030897063.710Φ1212
0.888248B 20090011003010707.6002, 7Φ1212
0.888248C 2006150200655060649046.0953 4 5 6Φ1212
0.8884416C 2003150200355060349049.576箍筋Φ66
0.222111J 190190940758650.192屋面L 1LI Φ2222
2.984133B 2508750900055894580.077L1Φ2222
2.984133B 2503800405055399535.764L1Φ2525
3.853144B 2508750900062.58937.5137.758L1Φ2525
3.853144B 2503800405062.53987.561.461L1构造筋Φ1010
0.617144A 11400114001140028.114L1拉筋Φ88
0.39512020K 702107035040310 2.446L2Φ2222
2.9842612C 250615025066501106540234.188L2Φ2525
3.853248C 250615025066501256525201.145L2构造筋Φ1010
0.617144A 61006100610015.044L2拉筋Φ88
0.39518080K 7021070350403109.786L1 L2箍筋Φ1010
0.6171230230J 55020018001251675237.521E 轴 1 8面筋Φ1212
0.888122B 2008800900030897015.927面筋Φ12120.888122A 90009000
900015.981型式a b a c 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 c a b b c e d
b J D
c e
REF. SHOP DWG. NO.Total479.863
Weight10847.085
PREPARED
SH-LW-SC-001a Li
APPROVED
2003-7-12FOR APPROVAL
REV.0.INITIAL DATE REVISION
BBS-1