地下连续墙钢筋计算表

1、地地下下连连续续墙墙钢钢筋筋统统计计表表墙型先行幅墙段剖面1-1剖面计量单位1幅墙型嵌幅墙段剖面1-1剖面计量单位1幅墙高(m)64.6墙宽(m)5.5幅宽(m)1墙高(m)64.6墙宽(m)4.5幅宽(m)1钢筋编号分类名称单根长度(m)间距参数(m)分类数分类总长(m)钢筋直径(mm)比重(kg)总重(kg)钢筋编号分类名称单根长度(m)间距参数(m)分类数分类总长(m)钢筋直径(mm)比重(kg)总重(kg)组根组根1竖向主筋开挖面42.10.2281178.80326.3137442.201竖向主筋开挖面42.10.223968.30326.3136113.2414开挖面220.414

2、308.00253.8531186.8414开挖面220.412264.00253.8531017.291锚入圈梁0.70.22819.60326.313123.741锚入圈梁0.70.22316.10326.313101.654迎土面42.10.2281178.80326.3137442.204迎土面42.10.223968.30326.3136113.2414迎土面220.414308.00253.8531186.8414迎土面220.412264.00253.8531017.294锚入圈梁0.70.22819.60326.313123.744锚入圈梁0.70.22316.10326.31

3、3101.652附加筋开挖面29.80.414417.20326.3132633.942附加筋开挖面29.80.412357.60326.3132257.663开挖面25.30.414354.20326.3132236.203开挖面25.30.412303.60326.3131916.7416开挖面15.30.228428.40326.3132704.6516开挖面15.30.223351.90326.3132221.675水平筋5.50.221371507.00253.8535807.045水平筋4.50.221371233.00253.8534751.216水平筋5.50.2274814.

4、00222.9842429.026水平筋4.50.2274666.00222.9841987.3815水平筋5.50.4255605.00161.578954.9015水平筋4.50.4255495.00161.578781.287笼顶拉结筋1.26911.34161.57817.907笼顶拉结筋1.26911.34161.57817.908导管仓限位筋竖向64.125641.00161.5781011.728导管仓限位筋竖向64.125641.00161.5781011.7211水平0.80.62107171.20161.578270.2111水平0.80.62107171.20161.57

5、8270.21端头筋端头筋M筋1.80.42161579.60161.578914.81竖向64.82129.60161.578204.559桁架筋纵向1.41.26851571.20253.8532201.059桁架筋纵向1.41.26651428.40253.8531650.7910横向6.1254417416.50222.9841242.8610横向6.1254417416.50222.9841242.86垫块0.30.2524284.0057.850247.28垫块0.30.2524284.0057.850247.28吊点2.721540.80409.865402.48吊点2.7215

6、40.80409.865402.48搁置点0.821828.80409.865284.10搁置点0.821828.80409.865284.10吊筋248.00326.31350.51吊筋248.00326.31350.51吊环1.144.40409.86543.40吊环1.144.40409.86543.40扶壁柱预埋2.840.22101573.68120.888509.32扶壁柱预埋2.840.22101573.68120.888509.32楼层边梁预埋0.850.2628142.80120.888126.78楼层边梁预埋0.850.2623117.30120.888104.14围檩梁预

7、埋1.350.2628226.80120.888201.36围檩梁预埋1.350.2623186.30120.888165.40承台预埋接驳器0.50.1523737.00202.46691.25承台预埋接驳器0.50.1523030.00202.46673.98预埋筋1.150.1523785.10202.466209.87预埋筋1.150.1523069.00202.466170.17预埋筋1.20.1523788.80202.466219.00预埋筋1.20.1523072.00202.466177.56钢板5.50.15187.85051.81钢板4.50.15187.85042.39

8、抗剪接头板竖板66.30.42147.8505829.10抗剪接头板竖板空洞0.120.182253-506.00147.850-1201.16空洞封口板66.31.12147.85016030.01封口板斜撑板66.30.77224.00147.85022442.02斜撑板封堵板66.30.05224.0087.850832.73封堵板止浆铁皮66.30.95224.0067.85011866.37止浆铁皮钢筋合计(kg)97251.25幅数75总计(kg)7293843.66 钢筋合计(kg)35963.86幅数74总计(kg)2661325.30地地下下连连续续墙墙钢钢筋筋统统计计表表墙

9、型先行幅墙段剖面2-2剖面计量单位1幅墙型嵌幅墙段剖面2-2剖面计量单位1幅墙高(m)64.6墙宽(m)5.5幅宽(m)1.2墙高(m)64.6墙宽(m)4.5幅宽(m)1.2钢筋编号分类名称单根长度(m)间距参数(m)分类数分类总长(m)钢筋直径(mm)比重(kg)总重(kg)钢筋编号分类名称单根长度(m)间距参数(m)分类数分类总长(m)钢筋直径(mm)比重(kg)总重(kg)组根组根1竖向主筋开挖面42.10.2281178.80367.9909419.031竖向主筋开挖面42.10.223968.30367.9907737.0614开挖面220.414308.00253.8531186

10、.8414开挖面220.412264.00253.8531017.291锚入圈梁0.70.22819.60367.990156.611锚入圈梁0.70.22316.10367.990128.644迎土面42.10.2281178.80367.9909419.034迎土面42.10.223968.30367.9907737.0614迎土面220.414308.00253.8531186.8414迎土面220.412264.00253.8531017.294锚入圈梁0.70.22819.60367.990156.614锚入圈梁0.70.22316.10367.990128.642附加筋开挖面29.

11、80.414417.20367.9903333.582附加筋开挖面29.80.412357.60367.9902857.353开挖面25.30.414354.20367.9902830.183开挖面25.30.412303.60367.9902425.8716开挖面15.30.228428.40367.9903423.0716开挖面15.30.223351.90367.9902811.815水平筋5.50.221371507.00253.8535807.045水平筋4.50.221371233.00253.8534751.216水平筋5.50.2274814.00222.9842429.026

12、水平筋4.50.2274666.00222.9841987.3815水平筋5.50.4255605.00161.578954.9015水平筋4.50.4255495.00161.578781.287笼顶拉结筋1.46913.14161.57820.747笼顶拉结筋1.46913.14161.57820.748导管仓限位筋竖向64.125641.00161.5781011.728导管仓限位筋竖向64.125641.00161.5781011.7211水平0.80.62107171.20161.578270.2111水平0.80.62107171.20161.578270.21端头筋端头筋M筋1.

13、80.42161579.60161.578914.81竖向64.82129.60161.578204.559桁架筋纵向1.61.26851652.80253.8532515.489桁架筋纵向1.41.26651428.40253.8531650.7910横向6.1254417416.50222.9841242.8610横向6.1254417416.50222.9841242.86垫块0.30.2524284.0057.850247.28垫块0.30.2524284.0057.850247.28吊点2.721540.80409.865402.48吊点2.721540.80409.865402.4

14、8搁置点0.821828.80409.865284.10搁置点0.821828.80409.865284.10吊筋248.00326.31350.51吊筋248.00326.31350.51吊环1.144.40409.86543.40吊环1.144.40409.86543.40扶壁柱预埋2.840.22101573.68120.888509.32扶壁柱预埋2.840.22101573.68120.888509.32楼层边梁预埋0.850.2628142.80120.888126.78楼层边梁预埋0.850.2623117.30120.888104.14围檩梁预埋1.350.2628226.80

15、120.888201.36围檩梁预埋1.350.2623186.30120.888165.40承台预埋接驳器0.50.1523737.00202.46691.25承台预埋接驳器0.50.1523030.00202.46673.98预埋筋1.150.1523785.10202.466209.87预埋筋1.150.1523069.00202.466170.17竖向主筋竖向主筋预埋筋1.20.1523788.80202.466219.00预埋筋1.20.1523072.00202.466177.56钢板5.50.15187.85051.81钢板4.50.15187.85042.39抗剪接头板竖板66.30.42147.8505829.10抗剪接头板竖板空洞0.120.182253-506.00147.850-1201.16空洞封口板66.31.32147.85018944.56封口板斜撑板66.30.92224.00147.85026813.84斜撑板封堵板66.30.05