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1、构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称构件数 钢筋规单位钢单根长合计长度合计重量备注位置信息格筋根数度量钢筋分规格汇总合计验证1 现浇梁计算：A6.527617.487194.9111316.20A87883.263111.00A101638.431010.28A12912.84810.54810.54A140.000.00A160.000.00A180.000.00A200.000.00A220.000.00A250.000.00B1219588.1417392.8419819.93B14986.171191.85B16607.39958.78B18138.3827
2、6.46B200.000.00B220.000.00B250.000.00B280.000.00B320.000.00C618896.504194.6814218.07C821423.038454.26C102544.751569.13C180.000.00C200.000.00C220.000.00C250.000.00C280.000.00C320.000.00102236.3746164.740.000.002040.841786.08XTL112B1824.27102.36204.5012B1612.3828.5044.9912B1423.2377.4093.5412A8101.121
3、34.4053.0412A8131.12174.7268.95调减原圈梁钢筋-12B1241.30-62.40-55.41-12A6.5100.92-110.40-28.76WTL12B1824.8719.4638.882B1612.785.558.762B1423.8315.3018.492A8131.1229.1211.492A8131.1229.1211.49第 1页，共 11页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度调减原圈梁钢筋-2B 1241.90-
4、15.20-13.50-2A 6.5130.92-23.92-6.23BL112B 1423.4081.5098.5012B 1424.18100.32121.2412A 8191.04237.1293.58调减原圈梁钢筋-24B 124-0.2624.9622.16两端-24A 6.530.92-66.24-17.26两端WBL12B 1623.4413.7821.752B 1424.1816.7220.212A 8191.0439.5215.60调减原圈梁钢筋-4B 124-0.264.163.69两端-4A 6.530.92-11.04-2.88两端XL120B 1421.6565.84
5、79.5720B 1422.4397.20117.4720A 8101.08216.0085.24调减原圈梁钢筋-40B 124-0.2641.6036.94两端-40A 6.530.92-110.40-28.76两端XL212B 1421.9045.5054.99120*40012B 1222.5260.4853.7012A 8111.08142.5656.26调减原圈梁钢筋-24B 124-0.2624.9622.16两端-24A 6.530.68-48.96-12.76两端XL324B 1422.60124.61150.6024B 1423.38162.24196.0824A 8151.
6、04374.40147.752基础3673.002315.08A 轴 B=1.12A 10631.16145.5389.74分布钢筋2A 868.1097.2038.36A 轴 B=0.82A 10280.8647.8829.52分布钢筋2A 843.6028.8011.37B 轴 B=0.82A 10480.8682.0850.61分布钢筋2A 846.1048.8019.26C轴 B=1.12A 10231.1653.1332.76分布钢筋2A 862.8534.2013.50D 轴 B=1.12A 10111.1625.4115.67分布钢筋2A 861.3015.606.16E轴 B=
7、1.42B 12321.3385.1275.58分布钢筋2A 874.0556.7022.38F轴 B=1.42B 12321.3385.1275.58分布钢筋2A 874.1057.4022.65G轴 B=1.12A 10331.1676.2347.00分布钢筋2A 864.2050.4019.89H 轴 B=1.42B 12731.33194.18172.42计算：第 2页，共 11 页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度分布钢筋2A 879.40131
8、.6051.93J轴 B=1.42B 12161.3342.5637.79分布钢筋2A 871.9527.3010.77K 轴 B=1.42B 12151.3339.9035.43分布钢筋2A 871.8525.9010.22L轴 B=1.12A 10271.1662.3738.46分布钢筋2A 863.4040.8016.10M 轴 B=1.12A 10251.1657.7535.61分布钢筋2A 863.1037.2014.681轴 B=1.12A 10451.16103.9564.10分布钢筋2A 865.8069.6027.472轴 B=1.32B 12571.23140.22124.51分布钢筋2A 867.3087.6034.573轴 B=1.22A 10631.26158.1397.51分布钢筋2A
