人工挖孔桩工程量计算.xls

人工挖孔桩工程量计算.xls

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人人工工挖挖孔孔桩桩开开挖挖及及护护壁壁工工程程量量表表孔号桩型号孔径（m）扩大头每边扩大（m）终桩深（m）原护壁深（m）见岩深（m）土方开挖深（m）土方开挖工程量（m3）见岩后土石方开挖（3：

7）嵌岩石方开挖工程量（m3）圆孔径d直段c土石比开挖深度（m）土方开挖工程量（m3）石方开挖工程量（m3）嵌岩深（m）菱台高（m）圆台高（m）锅底高（m）1#ZH1110.361.21.23.533.53.097.201.30.90.20.212.532#110.25101.21.23.537.656.7515.741.150.750.20.220.073#110.25131.21.23.5310.659.3921.911.150.750.20.226.254#110.25171.21.23.5314.6512.9230.141.150.750.20.234.485#110.25211.21.23.5318.6516.4538.371.150.750.20.242.716#110.25101.21.23.537.656.7515.741.150.750.20.220.077#110.25101.21.23.537.656.7515.741.150.750.20.220.078#110.25101.21.23.537.656.7515.741.150.750.20.220.079#110.25101.21.23.537.656.7515.741.150.750.20.220.0710#110.25101.21.23.537.656.7515.741.150.750.20.220.0711#110.25101.21.23.537.656.7515.741.150.750.20.220.0712#110.25101.21.23.537.656.7515.741.150.750.20.220.0713#110.25101.21.23.537.656.7515.741.150.750.20.220.0714#110.25101.21.23.537.656.7515.741.150.750.20.220.0715#110.25101.21.23.537.656.7515.741.150.750.20.220.0716#110.25101.21.23.537.656.7515.741.150.750.20.220.0717#110.25101.21.23.537.656.7515.741.150.750.20.220.0718#110.25101.21.23.537.656.7515.741.150.750.20.220.0719#110.25101.21.23.537.656.7515.741.150.750.20.220.0720#110.25101.21.23.537.656.7515.741.150.750.20.220.0721#110.25101.21.23.537.656.7515.741.150.750.20.220.0722#110.25101.21.23.537.656.7515.741.150.750.20.220.0723#110.25101.21.23.537.656.7515.741.150.750.20.220.0724#110.25101.21.23.537.656.7515.741.150.750.20.220.0725#110.25101.21.23.537.656.7515.741.150.750.20.220.0726#110.25101.21.23.537.656.7515.741.150.750.20.220.0727#110.25101.21.23.537.656.7515.741.150.750.20.220.0728#110.25101.21.23.537.656.7515.741.150.750.20.220.0729#110.25101.21.23.537.656.7515.741.150.750.20.220.0730#110.25101.21.23.537.656.7515.741.150.750.20.220.0731#110.25101.21.23.537.656.7515.741.150.750.20.220.0732#110.25101.21.23.537.656.7515.741.150.750.20.220.0733#110.25101.21.23.537.656.7515.741.150.750.20.220.0734#110.25101.21.23.537.656.7515.741.150.750.20.220.0735#110.25101.21.23.537.656.7515.741.150.750.20.220.0736#110.25101.21.23.537.656.7515.741.150.750.20.220.0737#110.25101.21.23.537.656.7515.741.150.750.20.220.0738#110.25101.21.23.537.656.7515.741.150.750.20.220.0739#110.25101.21.23.537.656.7515.741.150.750.20.220.0740#110.25101.21.23.537.656.7515.741.150.750.20.220.0741#110.25101.21.23.537.656.7515.741.150.750.20.220.0742#110.25101.21.23.537.656.7515.741.150.750.20.220.0743#110.25101.21.23.537.656.7515.741.150.750.20.220.0744#110.25101.21.23.537.656.7515.741.150.750.20.220.0745#110.25101.21.23.537.656.7515.741.150.750.20.220.0746#110.25101.21.23.537.656.7515.741.150.750.20.220.0747#110.25101.21.23.537.656.7515.741.150.750.20.220.0748#110.25101.21.23.537.656.7515.741.150.750.20.220.0749#110.25101.21.23.537.656.7515.741.150.750.20.220.0750#110.25101.21.23.537.656.7515.741.150.750.20.220.0751#110.25101.21.23.537.656.7515.741.150.750.20.220.0752#110.25101.21.23.537.656.7515.741.150.750.20.220.0753#110.25101.21.23.537.656.7515.741.150.750.20.220.0754#110.25101.21.23.537.656.7515.741.150.750.20.220.0755#110.25101.21.23.537.656.7515.741.150.750.20.220.0756#110.25101.21.23.537.656.7515.741.150.750.20.220.0757#110.25101.21.23.537.656.7515.741.150.750.20.220.0758#110.25101.21.23.537.656.7515.741.150.750.20.220.0759#110.25101.21.23.537.656.7515.741.150.750.20.220.0760#110.25101.21.23.537.656.7515.741.150.750.20.220.0761#110.25101.21.23.537.656.7515.741.150.750.20.220.0762#110.25101.21.23.537.656.7515.741.150.750.20.220.0763#110.25101.21.23.537.656.7515.741.150.750.20.220.0764#110.25101.21.23.537.656.7515.741.150.750.20.220.0765#110.25101.21.23.537.656.7515.741.150.750.20.220.0766#110.25101.21.23.537.656.7515.741.150.750.20.220.0767#110.25101.21.23.537.656.7515.741.150.750.20.220.0768#110.25101.21.23.537.656.7515.741.150.750.20.220.0769#110.25101.21.23.537.656.7515.741.150.750.20.220.0770#110.25101.21.23.537.656.7515.741.150.750.20.220.0771#110.25101.21.23.537.656.7515.741.150.750.20.220.0772#110.25101.21.23.537.656.7515.741.150.750.20.220.07合计土方开挖工程量（m3）C25砼护壁工程1.2米内土方汇总石方汇总护壁深（m）上口厚（m）下口厚（m）翻盘宽（m）翻盘厚（m）护壁工程量（m3）翻盘护壁工程量（m3）8m内土方12m内土方16m土方20m内土方20m外土方8m内石方12m内石方16m石方6.614.70.20.120.450.124.670.226.610.000.000.000.0012.530.000.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0012.9211.850.20.120.450.1211.760.220.000.0012.920.000.000.000.0026.2516.4515.850.20.120.450.1215.740.220.000.000.0016.450.000.000.000.0019.9719.850.20.120.450.1219.710.220.000.000.000.0019.970.000.000.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.0010.278.850.20.120.450.128.790.220.0010.270.000.000.000.0020.070.00人人工工挖挖孔孔桩桩开开挖挖及及护护壁壁工工程程量量