地连墙工程量

钢筋编号12345612钢筋级别HRB400HRB400HRB400HPB300HRB400HRB400HRB400钢筋型号25222014201820开挖深度m15.6615.66单个长度单位重kg/m长度(m)(m）15.46015.4605.8500.8300.7626.3602.0363.853.852.471.212.4722.47618.4618.41368.91643.4438.912457.92794.04间距（m)0.150.150.2/0.10.45*0.41.5根数(单）4040234330961265钢筋编号12345612钢筋级别HRB400HRB400HRB400HPB300HRB400HRB400HRB400钢筋型号25252014201820开挖深度m13.913.9单个长度单位重kg/m长度(m)(m）13.66013.66010.1200.8300.7626.3602.0363.853.852.471.212.4722.4713661967.02590.72753.64292.608305.28529.36间距（m)0.150.150.20.45*0.41.5根数(单）253664227961265钢筋编号钢筋级别HRB400HRB400HPB300HPB300HPB300钢筋型号开挖深度m单个长度单位重kg/m长度(m)(m）间距（m)根数(单）12345钢筋编号2828181010钢筋型号开挖深度m4248.445.28.21.314.834.8320.6170.617336387.2271.22476.4592.120.080.080.170.150.15间距（m)886302452根数(单）钢筋级别HPB300HPB300HPB300单个长度单位重kg/m长度(m)(m）1231212848.41.480.20.890.890.395290.4359.6436.40.20.20.4*0.46243182幅数计算结果（t)备注12.3812.3813.38本表工程量以6m标准61.99宽，24#风61.08井地连墙BLQ6段60.9261.96幅数计算结果（t)备注45.2647.5746.40本表工程量40.91为1#竖井地40.72连墙TLQ1段40.6141.31幅数计算结果（t)备注1.621.870.54地连墙冠梁1.530.37幅数计算结果（t)备注0.2580.319挡墙0.014地连墙砼量466.464m3冠梁砼量36.16m3挡墙砼量4.82m3