衡重式挡墙计算公式.xls

衡重式挡墙计算公式.xls

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衡衡重重式式挡挡土土墙墙计计算算数数量量表表承包单位:

云南路桥股份有限公司监理单位:

云南云路工程监理咨询有限公司第1页共3页里程桩号墙长（m）墙高（m）断面尺寸（m）圬工体积（m3）计算式及计算草图a=400墙身数量基础数量（片石）LHH1H2n1n2ADD1db1b2HdBhx1.00211.50020.550.560.200.911.010.500.960.191.540.621.006.002.643.960.3711.611.510.302.452.630.602.570.2612.141.951.0010.004.46.600.5112.962.400.504.244.541.004.430.4434.495.612.335.922.603.910.5011.931.640.302.913.090.593.020.3032.425.393.107.803.435.150.6312.832.050.394.014.240.784.140.4177.9213.085.549.864.346.510.7113.802.460.495.165.450.995.320.53226.3138.256.2010.754.737.100.7314.192.620.545.615.931.085.790.58300.5550.854.4312.005.287.920.7414.672.830.606.166.521.206.360.64263.7944.31949.16160.06计算式:

墙身数量:

V=（0.5+A）*H1/2*L+（A+DD+b1）*（H2-Hd）/2*L基础数量:

V=（1d+b1+b2）/2*hd+B*hx/2*L合计0.000.00计算:

复核:

复核:

承包单位技术负责人:

监理工程师:

衡衡重重式式挡挡土土墙墙计计算算数数量量表表承包单位:

云南路桥股份有限公司监理单位:

云南云路工程监理咨询有限公司第3页共3页里程桩号墙长（m）墙高（m）断面尺寸（m）圬工体积（m3）计算式及计算草图a=200墙身数量基础数量（片石）LHH1H1n1n1ADD1dbbHdBCK7+730+7354.758.663.813.810.480.52.522.080.433.631.840.87#REF!

1.28122.13#REF!

K7+735+7404.797.563.333.330.450.52.171.830.383.151.630.76#REF!

1.1193.73#REF!

K7+740+7432.906.702.952.950.410.41.861.660.342.771.490.67#REF!

0.9844.30#REF!

K7+743+7506.965.212.292.290.31#1.321.330.262.071.190.52#REF!

0.7562.47#REF!

K7+750+7609.673.591.641.640.120.10.780.920.251.310.870.50#REF!

0.8138.53#REF!

K7+760+762.52.423.481.591.590.10#0.740.900.251.260.850.50#REF!

0.809.02#REF!

K7+762.5+767.54.963.601.641.640.120.10.780.920.251.310.870.50#REF!

0.8119.84#REF!

K7+767.5+7757.462.521.211.210.0200.580.690.231.010.680.50#REF!

0.7516.02#REF!

计算式:

墙身数量:

V=（0.5+A）*H1/2*L+（A+DD+b）*（H-H1）/2*L小计43.91406.04#REF!

基础数量:

合计#REF!

#REF!

V=（Hd+C）*B/2+C*e/2*L计算:

复核:

复核:

承包单位技术负责人:

监理工程师:

衡衡重重式式挡挡土土墙墙计计算算数数量量表表承包单位:

云南路桥股份有限公司监理单位:

云南云路工程监理咨询有限公司第1页共1页里程桩号墙长（m）墙高（m）断面尺寸（m）圬工体积（m3）计算式及计算草图a=400墙身数量基础数量LHAH1DDbHdBCeK7+630+6355.546.152.710.522.041.690.313.0422.00-1.1422.345.5983.58205.90K7+635+6372.215.412.380.461.711.540.272.640.542.730.830.2125.534.33K7+637+642.56.096.722.960.572.341.810.343.400.673.511.040.26112.0419.10K7+642.5+644.62.335.922.600.501.931.640.302.910.593.010.910.2332.425.50K7+644.6+647.43.107.803.430.632.832.050.394.010.784.131.220.3177.9213.39K7+647.4+652.45.549.864.340.713.802.460.495.160.995.311.560.39226.3139.19K7+652.4+6586.2010.754.730.734.192.620.545.611.085.771.700.43300.5551.99K7+658+6624.4312.005.280.744.672.830.606.161.206.351.880.47263.7945.28计算式:

墙身数量:

V=（0.5+A）*H1/2+（A+DD+b）*（H-H1）/2*L基础数量:

V=（Hd+C）*B/2+C*e/2*L计算:

复核:

承包单位技术负责人:

监理工程师: