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

2、.223968.30326.3136113.24 14开挖面220.414308.00253.8531186.8414开挖面220.412264.00253.8531017.29 1锚入圈梁0.70.22819.60326.313123.741锚入圈梁0.70.22316.10326.313101.65 4迎土面42.10.2281178.80326.3137442.204迎土面42.10.223968.30326.3136113.24 14迎土面220.414308.00253.8531186.8414迎土面220.412264.00253.8531017.29 4锚入圈梁0.70.2281

3、9.60326.313123.744锚入圈梁0.70.22316.10326.313101.65 2 附加筋 开挖面29.80.414417.20326.3132633.942 附加筋 开挖面29.80.412357.60326.3132257.66 3开挖面25.30.414354.20326.3132236.203开挖面25.30.412303.60326.3131916.74 16开挖面15.30.228428.40326.3132704.6516开挖面15.30.223351.90326.3132221.67 5水平筋5.50.221371507.00253.8535807.045水平

4、筋4.50.221371233.00253.8534751.21 6水平筋5.50.2274814.00222.9842429.026水平筋4.50.2274666.00222.9841987.38 15水平筋5.50.4255605.00161.578954.9015水平筋4.50.4255495.00161.578781.28 7笼顶拉结筋1.26911.34161.57817.907笼顶拉结筋1.26911.34161.57817.90 8 导管仓 限位筋 竖向64.125641.00161.5781011.728 导管仓 限位筋 竖向64.125641.00161.5781011.72

5、 11水平0.80.62107171.20161.578270.2111水平0.80.62107171.20161.578270.21 端头筋端头筋 M筋1.80.42161579.60161.578914.81 竖向64.82129.60161.578204.55 9 桁架筋 纵向1.41.26851571.20253.8532201.059 桁架筋 纵向1.41.26651428.40253.8531650.79 10横向6.1254417416.50222.9841242.8610横向6.1254417416.50222.9841242.86 垫块0.30.2524284.0057.85

6、0247.28垫块0.30.2524284.0057.850247.28 吊点2.721540.80409.865402.48吊点2.721540.80409.865402.48 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2.840.22101573.68120.888509.3

7、2 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1.350.2628226.80120.888201.36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1.20.1523788.802

8、02.466219.00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66.31.12147.85016030.01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

9、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

10、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42.10.223968.30367.9907737.06 14开挖面220.414308.00253.8531186.8414开挖面220.412264.00253.8531017.29 1锚入圈梁0.70.22819.60367.990156.611锚入圈梁0.70.22316.10367.990128.64 4迎土面42.10.2281178.80367.9909419.034迎土面42.10.223968.30367.9907737.

11、06 14迎土面220.414308.00253.8531186.8414迎土面220.412264.00253.8531017.29 4锚入圈梁0.70.22819.60367.990156.614锚入圈梁0.70.22316.10367.990128.64 2 附加筋 开挖面29.80.414417.20367.9903333.582 附加筋 开挖面29.80.412357.60367.9902857.35 3开挖面25.30.414354.20367.9902830.183开挖面25.30.412303.60367.9902425.87 16开挖面15.30.228428.40367.9

12、903423.0716开挖面15.30.223351.90367.9902811.81 5水平筋5.50.221371507.00253.8535807.045水平筋4.50.221371233.00253.8534751.21 6水平筋5.50.2274814.00222.9842429.026水平筋4.50.2274666.00222.9841987.38 15水平筋5.50.4255605.00161.578954.9015水平筋4.50.4255495.00161.578781.28 7笼顶拉结筋1.46913.14161.57820.747笼顶拉结筋1.46913.14161.578

13、20.74 8 导管仓 限位筋 竖向64.125641.00161.5781011.728 导管仓 限位筋 竖向64.125641.00161.5781011.72 11水平0.80.62107171.20161.578270.2111水平0.80.62107171.20161.578270.21 端头筋端头筋 M筋1.80.42161579.60161.578914.81 竖向64.82129.60161.578204.55 9 桁架筋 纵向1.61.26851652.80253.8532515.489 桁架筋 纵向1.41.26651428.40253.8531650.79 10横向6.1

14、254417416.50222.9841242.8610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2.721540.80409.865402.48 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1.144.40

15、409.86543.40 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1.350.2628226.80120.888201.36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

16、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66.30.0522