管道开挖回填基础工程量参考计算表.docx

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1、图籍编号及名称（页码）管内径D（m）管壁厚t（m）管基尺寸（m）放坡系数每m1程量ac1c2开挖至管顶土石方工程量管道断面积基础工程量基础上表面回填至管顶工程量A（槽底）B（管顶面处沟楷宽度）H（槽底至管顶高度）V90o扇形面积90o扇形中三角形面积270o扇形面积06MS201-1900砂石基础钢筋混凝土管0.60.060.50.10.1050.331.722.26120.821.630.1017360.06480.3052080.330.900.70.070.50.150.1230.331.842.49340.992.150.1384740.08820.4154220.481.110.80

2、.080.50.150.1410.331.962.69261.112.580.1808640.11520.5425920.531.330.90.090.50.20.1580.332.082.92481.283.200.2289060.14580.6867180.701.5810.10.50.20.1760.332.23.1241.43.730.28260.180.84780.771.831.10.110.60.20.1930.332.523.52321.524.590.3419460.21781.0258380.922.311.20.120.60.250.2110.332.643.75541.

3、695.400.4069440.25921.2208321.142.641.350.1350.60.250.2370.332.824.05421.876.430.51503850.328051.54511551.263.101.50.150.60.30.2640.3334.3862.17.760.635850.4051907551.573.651.650.1650.80.30.290.333.585.08482.289.880.76937850.490052.30813551.954.851.80.180.80.30.3160.333.765.38362.4611.250.9156240.58

4、322.7468722.115.4820.20.80.30.3510.3345.7822.713.211.13040.723.39122.336.352.20.220.80.30.3870.334.246.18042.9415.321.3677840.87124.1033522.577.272.40.230.80.30.4190.334.466.54563.1617.391.60524651.022454.81573952.798.172.60.2350.80.30.450.334.676.89423.3719.491.8496366251.17811255.5489098753.029.07

5、2.80.2550.80.30.850.334.917.29263.6122.032.1501346251.36951256.4504038755.308.1230.2750.80.3O.52O.335.157.6913.8524.722.4732406251.57531257.4197218753.5511.28图籍编号及名称（页码）管内径D（m）管壁厚t（m）管基尺寸（m）放坡系数每疝程量ac1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量人（槽底）B僧顶面处沟楷宽度）H（槽底至管顶高度）V120。扇形面积120。扇形中三角形面积240o扇形面积06MS201-1120。砂

6、石基础钢筋混凝土管0.40.010.4O.1O.120.331.281.66280.580.850.0602880.02494080.1205760.260.410.50.050.4O.1O.150.331.41.8620.71.140.09420.038970.18840.320.540.60.060.5O.1O.180.331.722.26120.821.630.1356480.05611680.2712960.430.800.70.070.5O.150.210.331.842.49340.992.150.1846320.07638120.3692640.600.990.80.080.5O

7、.15O.240.331.962.69261.112.580.2411520.09976320.4823040.671.190.90.090.0.2O.270.332.082.92481.283.200.3052080.12626280.610416O.S71.4210.10.50.20.30.332.23.1241.43.730.37680.155880.75360.961.631.10.110.60.2O.330.332.523.52321.524.590.4559280.18861480.9118561.162.061.20.120.6O.25O.360.332.643.75541.69

8、5.400.5425920.22446721.0851841.422.361.350.1350.6O.25（）.io：，0.332.824.0542I.S76.30.6867180.28409131.3734361W2.781.50.150.60.3O.450.3334.3862.17.760.84780.350731.69561.943.271.650.1650.80.3O.4950.333.585.08482.289.881.0258380.42438332.0516762.454.351.80.18O.S0.3O.3i0.333.765.38362.1611.2：）1.2208320.5

9、0505122.441664士684.9120.20.80.30.60.3345.7822.713.211.50720.623523.01442.985.702.20.220.80.3O.660.334.246.18042.9415.321.8237120.75445923.6474243.316.542.40.230.80.30.7150.334.466.54563.1617.392.1403286670.88544174.2806573333.617.362.60.235O.S0.3O.7680.334.676.89423.3719.492.4661821671.019580774.932

10、3643333.928.172.S0.2550.S0.30.8280.334.917.29263.6122.032.8668461671.185281215.7336923331.：；S9.1530.2750.80.30.8880.335.157.6913.8524.723.2976541671.363452056.5953083334.6510.18图籍编号及名称（页码）管内径D（m）管壁厚t（m）管基尺寸（m）放坡系数每m1程量ac1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量A（槽底）B（管顶面处沟楷宽度）H（槽底至管顶高度）V150。扇形面积150o扇形中三角形面积2

11、10。扇形面积06MS201-1150o砂石基础钢筋混凝土管（10）0.30.030.40.10.1330.331.161.46360.460.600.042390.008172360.0593460.250.250.40.040.40.10.1780.331.281.66280.580.850.075360.014374080.1055040.320.350.50.050.40.10.2220.331.41.8620.71.140.117750.02260440.164850.390.470.60.060.50.10.2670.331.722.26120.821.630.169560.032341680.2373840.540.690.70.070.50.150.3110.331.842.49340.992.150.230790.044223480.3231060.730.860.80.080.50.150.3560.331.962.69261.112.580.301440.057496320.4220160.831.030.90.090.50.20.40.332.082.92481.283.200.381510.07302960.5341141.061.2310.10.50.2