挡土墙工程数量计算表表格文件下载.xls
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- 上传时间:2023-04-28
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挡土墙工程数量计算表表格文件下载.xls
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I标段挡土墙工程量签证表墙高H墙趾高H1上墙宽B1平台宽B2墙趾宽B3上墙高H2墙背高H3基础底宽B墙面坡N1上墙背坡N2下墙背坡N3上墙体积S1下墙体积S2每延米工程量20.50.50.370.31.041.581.160.050.250.250.681.842.5230.50.50.580.31.452.191.380.050.250.251.043.024.0640.50.50.750.31.872.791.540.050.320.251.584.315.8950.50.50.930.32.283.411.880.050.320.252.096.168.2660.50.51.050.32.733.982.050.050.320.252.747.7610.5070.70.81.100.353.184.522.580.050.320.254.4110.9015.3280.80.91.200.43.645.173.070.050.320.255.7214.3920.1190.91.051.300.454.106.123.130.050.320.257.4018.1325.531011.051.600.54.576.793.600.050.350.258.9622.9131.87上墙体积S1=(H1+(B-B2)*H2/2下墙体积S2=(B1+B2+B3+B)*H3/2每延米工程量=S1+S2+S3工程量=平均高度/H*每延米工程量*长度桩号平均高度长度m工程量备注1#路K0+100+137.50.8037.5037.80K0+134.5+156.40.8021.9022.08K0+157+1620.605.003.78K0+162+1176.53.0014.5058.87K0+176.5+1941.3817.5030.432#路0.00K0+090+126.52.0036.5091.98K0+126.5+1442.3017.5044.10K0+154+165.61.7311.6025.28K0+165.6+193.72.4828.1087.80合合计计402.12402.12编制:
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- 挡土墙 工程 数量 计算