板钢筋工程量计算表每锚固长每接头长弯钩长度单根长度长宽ⅠⅡ（m）（m）（m） （m）6mm地下室顶板1-4、27-30/H-J5.920.350.20.015底部纵筋0.0120.1520.1250.4320.17 6.17326顶部纵筋0.0120.15 2 0.1250.43220.176.51326底部横筋0.0120.150.1250.4320.17 0.3540280顶部横筋0.0120.150.1250.4320.17 0.35402801-20/A-H39.713.80.20.015底部纵筋0.0120.1520.12550.4320.1742.1193193顶部纵筋0.0120.15 2 0.12550.43220.1742.45 93193底部横筋0.0120.1520.12530.4320.1715.346265 1265顶部横筋0.0120.1520.12530.43220.1715.686265 12650.0120.15 10.06610.410.1060.5716265 12650.0120.1510.10610.410.0660.5716265 12651-20/A-H18.313.80.20.015底部纵筋0.0120.1520.12530.4320.1719.84693193顶部纵筋0.0120.15 2 0.12530.43220.1720.18693193弯钩个数每件根数构件数根数构件名称计算区域截面厚度保护层厚构件截面直径下部横筋增加长度上部横筋增加长度钢筋位置间距锚固个数接头个数底部横筋0.0120.1520.12530.4320.1715.3461221122顶部横筋0.0120.1520.12530.43220.1715.68612211220.0120.15 10.06610.410.1060.571612211220.0120.1510.10610.410.0660.57161221122一层顶板B型1-3/A-B 3.881.250.110.015底部纵筋0.010.1320.1250.36 20.0634.25510220底部横筋0.0080.1320.1250.2882 0.05 1.6302601-3/B-D3.884.080.110.015底部纵筋0.010.1320.1250.36 20.0634.25532264底部横筋0.010.1320.1250.36 20.0634.455302601-2/D-G3.183.360.110.015底部纵筋0.010.1420.1250.36 20.0633.55524248底部横筋0.010.1520.1250.36 20.0633.735222443-5/A-D3.365.580.110.015底部纵筋0.010.1320.120.36 20.0633.72543286底部横筋0.010.1520.120.36 20.0635.94523246下部横筋增加长度上部横筋增加长度2-4/E-G2.761.860.110.015底部纵筋0.0080.1520.120.2882 0.05 3.113226底部横筋0.0080.1220.120.2882 0.05 2.2232462-5/D-E4.062.160.110.015底部纵筋0.0080.1520.120.2882 0.05 4.415230底部横筋0.0080.1220.120.2882 0.05 2.534268①0.0080.2 10.190.2910.131.42256 2112分布0.00820.054.267214分布0.00820.053.187214分布0.00820.053.367214②0.00810.190.2910.131.22226 252分布0.00820.052.766212分布0.00820.054.088216③0.00810.190.2910.131.62221 242分布0.00820.052.166212④0.010.240.3620.082.46125 2250分布0....
