衡重式擋墻數(shù)量計算公式

1、衡衡重重式式擋擋土土墻墻工工程程量量計計算算表表計算式:L1=b+H1n3+H1n1 L2=L1+B3 L3=L2+(H-H1)n1-(H-H1)n2 L4=L3+Bx L5=L4-H3n2V=(b+L1)H12+(L2+L3)(H-H1)2+(L4+L5)*H32+hL52a樁號長度a（m)墻頂B1寬(m)墻高H(m)H1(m) H3(m) B11(m) B21(m) D(m)nh(m)面坡n1n2L1L2L3L4L5墻身工程量塊（片）石(m3)片石墊層碎石墊層10.66.503.10.61.30.352.780.450.750.050.25 2.153.452.773.122.9717.7

2、82.1510.611512.30.455.590.751.240.050.25 4.606.905.706.155.9060.4850.68.113.610.841.470.53.350.530.70.050.25 2.694.163.263.763.55134.8710.1350.67.923.430.81.320.353.000.520.70.050.25 2.563.882.983.333.13122.359.253.50.67.663.090.71.10.352.630.50.70.050.25 2.303.402.492.842.6672.747.203.50.67.222.860

3、.71.10.352.630.50.70.050.25 2.173.272.402.752.5866.853.50.65.942.530.60.860.352.630.470.70.050.25 1.922.782.092.442.2947.985.83合計22.5523.0519.382.15h為底面倒坡衡衡重重式式擋擋土土墻墻工工程程量量計計算算表表計算式:L1=b+H1n3+H1n1 L2=L1+B3 L3=L2+(H-H1)n1-(H-H1)n2 L4=L3+Bx L5=L4-H3n2V=(b+L1)H12+(L2+L3)(H-H1)2+(L4+L5)*H32+hL52a樁號長度a（m

4、)墻頂B1寬(m)墻高H(m)H1(m) H2(m) H3(m) B11(m) B21(m) D(m)nh(m)面坡n1n2L1L2L3L4L5墻身工程量塊（片）石(m3)10.62.51.32.170.410.251.820.30.570.050.25 1.055 2.055 1.815 2.065 1.9654.7610.631.652.350.410.251.910.30.60.050.25 1.17752.17751.90752.15752.05755.6810.63.51.92.610.410.251.940.30.610.050.25 1.265 2.265 1.945 2.195

5、 2.0956.6410.642.22.830.410.2520.30.630.050.251.372.372.012.262.167.6710.64.52.43.130.410.252.010.30.630.050.251.442.442.022.272.178.7010.652.53.630.51.20.252.140.30.630.050.25 1.475 2.675 2.175 2.4252.310.5610.65.52.73.930.51.20.252.150.30.630.050.25 1.545 2.745 2.185 2.4352.3111.7110.662.94.440.61

6、.30.352.750.450.740.050.252.053.352.733.082.9316.1510.66.53.14.750.61.30.352.780.450.750.050.252.153.452.773.122.9717.7810.673.35.20.71.40.353.210.550.80.050.252.583.983.243.593.41522.4210.67.53.455.550.71.40.353.230.550.80.050.252.674.073.263.613.43524.3210.67.83.545.900.761.760.353.680.580.880.050

7、.25 2.83024.59023.73824.08823.8982 28.5610.683.66.130.820.353.980.60.930.050.252.944.944.064.414.2131.5810.68.53.86.450.820.354.040.60.950.050.253.075.074.134.484.2834.1310.6946.820.82.10.44.390.651.020.050.253.45.54.54.94.739.2410.69.54.37.060.82.10.44.560.651.060.050.253.615.714.675.074.8742.6010.

8、6104.67.430.92.20.45.060.71.130.050.254.056.255.175.575.34549.4610.610.54.87.740.92.20.45.150.71.140.050.254.26.45.265.665.43552.8410.61158.2412.30.455.590.751.240.050.254.66.95.76.155.960.4810.611.55.258.512.30.455.640.751.250.050.254.87.15.856.36.0564.6010.611.85.408.781.062.360.455.950.781.320.05

9、0.25 5.082 7.442 6.162 6.612 6.34769.9410.6125.58.971.12.40.56.160.81.370.050.25 5.275 7.675 6.375 6.8756.673.75合計55.73420h為底面倒坡0衡衡重重式式擋擋土土墻墻工工程程量量計計算算表表計算式:L1=b+H1n3+H1n1 L2=L1+B3 L3=L2+(H-H1)n1-(H-H1)n2 L4=L3+Bx L5=L4-H3n2V=(b+L1)H12+(L2+L3)(H-H1)2+(L4+L5)*H32+hL52a樁號長度a（m)墻頂B1寬(m)墻高H(m)H1(m)H2(m)

10、H3(m)B11 (m)B21(m)D(m)nh(m)面坡n1n2L1L2L3L4L5墻身基礎(chǔ)擋墻片塊石(m3)10.62.51.32.170.410.251.820.30.570.050.251.0552.0551.8152.0651.9653.401.374.7710.631.652.350.410.251.910.30.60.050.251.17752.17751.90752.15752.05754.221.465.6810.63.51.92.610.410.251.940.30.610.050.251.2652.2651.9452.1952.0955.141.506.6410.642.

11、22.830.410.2520.30.630.050.251.372.372.012.262.166.111.567.6710.64.52.43.130.410.252.010.30.630.050.251.442.442.022.272.177.131.578.7010.652.53.630.51.20.252.140.30.630.050.251.4752.6752.1752.4252.38.661.9110.5710.65.52.73.930.51.20.252.150.30.630.050.251.5452.7452.1852.4352.319.801.9111.7110.662.94

12、.440.61.30.352.750.450.740.050.252.053.352.733.082.9313.272.8916.1610.66.53.14.750.61.30.352.780.450.750.050.252.153.452.773.122.9714.842.9417.7810.673.35.20.71.40.353.210.550.80.050.252.583.983.243.593.41518.603.8222.4210.67.53.455.550.71.40.353.230.550.80.050.252.674.073.263.613.43520.483.8424.321

13、0.683.66.130.820.353.980.60.930.050.252.944.944.064.414.2126.175.4131.5810.68.53.86.450.820.354.040.60.950.050.253.075.074.134.484.2828.595.5434.1310.6946.820.82.10.44.390.651.020.050.253.45.54.54.94.733.006.2439.2410.69.54.37.060.82.10.44.560.651.060.050.253.615.714.675.074.8736.046.5642.6010.6104.67.430.92.20.45.060.71.130.050.254.056.255.175.575.34541.537.9349.4610.610.54.87.740.92.20.45.150.71.140.050.254.26.45.265.665.43544.758.0952.8410.61158.2412.30.