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1、斜交八字墻尺寸及工程數(shù)量計算表（順翼墻）表1相關(guān)參數(shù)參數(shù)計算公式K8+672k8+218K7+750AK0+356斜交角度r10103015水流擴散角0020202025八字墻根部斷面高度H根3.13.12.352.353.63.62.352.35八字墻端部斷面高度H端0.950.950.950.950.950.950.950.95路基邊坡m2.0312.3092.0172.071翼墻正背坡n3.681444墻頂寬a0.580.450.780.45八字墻垂直襟邊e0.230.20.280.2八字墻基礎(chǔ)厚度h0.60.60.60.6截水墻厚度h11.61.61.61.6截水墻寬度b0.410.4

2、0.40.4順翼墻張角=0+r30305040順翼墻平行于端墻方向之背墻坡率n0=(n+sin/m)cos3.403.652.823.30翼墻墻身與基礎(chǔ)頂面的交線與背墻與基礎(chǔ)頂面的交線的垂線間的交角=arctan(tan()-1/m/n0)23.3924.6445.4434.72HH=H根-H端+402.552.551.81.83.053.051.81.8GG=m(H-40)4.374.373.233.235.355.352.902.90CC=a/cos0.670.670.520.521.211.210.590.59C0C0=H根/n00.910.910.640.641.281.280.710

3、.71D0D0=H端/n00.280.280.260.260.340.340.290.29TT=Gsin0/cos1.721.721.281.282.842.841.601.60E1E1=e/cos0.270.270.230.230.440.440.260.26E2E2=e/cos0.250.250.220.220.400.400.240.24=mC/20.680.601.220.61=m/6/n00.100.110.120.10=m(C+E1+E2)2.412.244.132.26=0.5m/n00.300.320.360.31=(E1+E2+C+H端/n0)1.471.232.391.38

4、=Csqrt(1+m2)1.521.312.731.35單個墻身VQVQ=(H根2-H端2)+（H根3-H端3）8.808.804.054.0520.2220.224.084.08單個基礎(chǔ)VJVJ=（H根-H端）h+(H根2-H端2)h+h5.555.553.503.5010.5910.593.603.60單個頂面面積A頂A頂=(H根-H端)3.263.261.831.837.247.241.891.89單個洞口鋪砌VPVP=GT(h1-h)/23.773.772.062.067.607.602.322.32單個抑水墻VEVE=(T+C+D0+E2)bh11.921.921.461.463.0

5、73.071.741.74斜交八字墻尺寸及工程數(shù)量計算表（逆翼墻）表3相關(guān)參數(shù)參數(shù)計算公式K8+672k8+218K7+750AK0+356斜交角度r10103015水流擴散角0020202025八字墻根部斷面高度H根3.13.12.352.353.63.62.352.35八字墻端部斷面高度H端0.950.950.950.950.950.950.950.95路基邊坡m2.0312.3092.8542.071翼墻正背坡n3.989444墻頂寬a0.520.450.450.45八字墻垂直襟邊e0.210.20.210.2八字墻基礎(chǔ)厚度h0.60.60.60.6截水墻厚度h11.61.61.61.6

6、截水墻寬度b0.40.40.40.4逆翼墻張角=abs(0-r)10101010逆翼墻根部斷面背坡坡率n0=(n-sin/m)cos3.843.873.883.86逆翼墻端部斷面背坡坡率n0=(n+sin/m)cos4.014.014.004.02翼墻墻身與基礎(chǔ)頂面的交線與背墻與基礎(chǔ)頂面的交線的垂線間的交角=arctan(tan()+1/m/n0)16.9316.0914.9316.78HH=H根-H端+402.552.551.81.83.053.051.81.8GG=m(H-40)4.374.373.233.237.567.562.902.90CC=a/cos0.530.530.460.46

7、0.460.460.460.46C0C0=H根/n00.810.810.610.610.930.930.610.61D0D0=H端/n00.240.240.240.240.240.240.240.24TT=Gsin0/cos1.521.521.121.122.632.631.241.24E1E1=e/cos0.210.210.200.200.210.210.200.20E2E2=e/cos0.210.210.200.200.210.210.200.20=mC/20.540.530.650.47=m/6/n00.090.100.120.09=m(C+E1+E2)1.941.992.521.79=

8、0.5m/n00.260.300.370.27=(E1+E2+C+H端/n0)1.201.111.131.11=Csqrt(1+m2)1.201.151.381.05單個墻身VQVQ=(H根2-H端2)+（H根3-H端3）7.227.223.643.6413.4813.483.273.27單個基礎(chǔ)VJVJ=（H根-H端）h+(H根2-H端2)h+h4.604.603.173.177.357.352.912.91單個頂面面積A頂A頂=(H根-H端)2.572.571.611.613.663.661.471.47單個洞口鋪砌VPVP=GT(h1-h)/23.313.311.811.819.939.

9、931.801.80單個抑水墻VEVE=(T+C+D0+E2)bh11.601.601.291.292.262.261.371.37斜交八字墻尺寸及工程數(shù)量計算表（順翼墻）表1相關(guān)參數(shù)參數(shù)計算公式K5+878K6+225K7+225LK10+855斜交角度r15101545水流擴散角0025202515八字墻根部斷面高度H根2.332.332.252.252.252.253.433.43八字墻端部斷面高度H端0.950.950.950.950.950.950.950.95路基邊坡m2.0712.0312.0712.828翼墻正背坡n4444墻頂寬a0.450.450.450.55八字墻垂直襟邊

10、e0.20.20.20.2八字墻基礎(chǔ)厚度h0.60.60.60.6截水墻厚度h11.61.61.61.6截水墻寬度b0.40.40.40.4順翼墻張角=0+r40304060順翼墻平行于端墻方向之背墻坡率n0=(n+sin/m)cos3.303.683.302.15翼墻墻身與基礎(chǔ)頂面的交線與背墻與基礎(chǔ)頂面的交線的垂線間的交角=arctan(tan()-1/m/n0)34.7223.9234.7257.47HH=H根-H端+401.781.781.71.71.71.72.882.88GG=m(H-40)2.862.862.642.642.692.697.017.01CC=a/cos0.590.5

11、90.520.520.590.591.101.10C0C0=H根/n00.710.710.610.610.680.681.591.59D0D0=H端/n00.290.290.260.260.290.290.440.44TT=Gsin0/cos1.581.581.041.041.491.493.633.63E1E1=e/cos0.260.260.230.230.260.260.400.40E2E2=e/cos0.240.240.220.220.240.240.370.37=mC/20.610.530.611.56=m/6/n00.100.090.100.22=m(C+E1+E2)2.261.97

12、2.265.29=0.5m/n00.310.280.310.66=(E1+E2+C+H端/n0)1.381.231.382.31=Csqrt(1+m2)1.351.181.353.30單個墻身VQVQ=(H根2-H端2)+（H根3-H端3）3.993.993.163.163.633.6325.5425.54單個基礎(chǔ)VJVJ=（H根-H端）h+(H根2-H端2)h+h3.553.552.962.963.373.3713.5513.55單個頂面面積A頂A頂=(H根-H端)1.861.861.531.531.761.768.188.18單個洞口鋪砌VPVP=GT(h1-h)/22.252.251.3

13、81.382.002.0012.7312.73單個抑水墻VEVE=(T+C+D0+E2)bh11.721.721.311.311.671.673.553.55斜交八字墻尺寸及工程數(shù)量計算表（順翼墻）表2相關(guān)參數(shù)參數(shù)計算公式LK11+261LK12+806LK13+147 LK13+605斜交角度r10454530水流擴散角0020151520八字墻根部斷面高度H根2.832.832.252.252.252.252.252.25八字墻端部斷面高度H端0.950.950.950.950.950.950.950.95路基邊坡m2.0312.8282.8282.309翼墻正背坡n4444墻頂寬a0.4

14、50.550.550.55八字墻垂直襟邊e0.20.20.20.2八字墻基礎(chǔ)厚度h0.60.60.60.6截水墻厚度h11.61.61.61.6截水墻寬度b0.40.40.40.4順翼墻張角=0+r30606050順翼墻平行于端墻方向之背墻坡率n0=(n+sin/m)cos3.682.152.152.78翼墻墻身與基礎(chǔ)頂面的交線與背墻與基礎(chǔ)頂面的交線的垂線間的交角=arctan(tan()-1/m/n0)23.9257.4757.4746.02HH=H根-H端+402.282.281.71.71.71.71.71.7GG=m(H-40)3.823.823.683.683.683.683.003

15、.00CC=a/cos0.520.521.101.101.101.100.860.86C0C0=H根/n00.770.771.041.041.041.040.810.81D0D0=H端/n00.260.260.440.440.440.440.340.34TT=Gsin0/cos1.511.511.901.901.901.901.601.60E1E1=e/cos0.230.230.400.400.400.400.310.31E2E2=e/cos0.220.220.370.370.370.370.290.29=mC/20.531.561.560.99=m/6/n00.090.220.220.14=

16、m(C+E1+E2)1.975.295.293.36=0.5m/n00.280.660.660.41=(E1+E2+C+H端/n0)1.232.312.311.80=Csqrt(1+m2)1.183.303.302.15單個墻身VQVQ=(H根2-H端2)+（H根3-H端3）5.765.768.788.788.788.785.575.57單個基礎(chǔ)VJVJ=（H根-H端）h+(H根2-H端2)h+h4.134.137.167.167.167.164.734.73單個頂面面積A頂A頂=(H根-H端)2.212.214.294.294.294.292.802.80單個洞口鋪砌VPVP=GT(h1-h

17、)/22.882.883.503.503.503.502.402.40單個抑水墻VEVE=(T+C+D0+E2)bh11.601.602.442.442.442.441.971.97斜交八字墻尺寸及工程數(shù)量計算表（逆翼墻）表3相關(guān)參數(shù)參數(shù)計算公式K5+878K6+225K7+225LK10+855斜交角度r15101545水流擴散角0025202515八字墻根部斷面高度H根2.332.332.252.252.252.253.433.43八字墻端部斷面高度H端0.950.950.950.950.950.950.950.95路基邊坡m2.0712.0312.0712.828翼墻正背坡n4444墻頂

18、寬a0.450.450.450.55八字墻垂直襟邊e0.20.20.20.2八字墻基礎(chǔ)厚度h0.60.60.60.6截水墻厚度h11.61.61.61.6截水墻寬度b0.40.40.40.4逆翼墻張角=abs(0-r)10101030逆翼墻根部斷面背坡坡率n0=(n-sin/m)cos3.863.863.863.31逆翼墻端部斷面背坡坡率n0=(n+sin/m)cos4.024.024.023.62翼墻墻身與基礎(chǔ)頂面的交線與背墻與基礎(chǔ)頂面的交線的垂線間的交角=arctan(tan()+1/m/n0)16.7816.9116.7834.38HH=H根-H端+401.781.781.71.71.7

19、1.72.882.88GG=m(H-40)2.862.862.642.642.692.697.017.01CC=a/cos0.460.460.460.460.460.460.640.64C0C0=H根/n00.600.600.580.580.580.581.041.04D0D0=H端/n00.240.240.240.240.240.240.260.26TT=Gsin0/cos1.231.230.920.921.161.162.102.10E1E1=e/cos0.200.200.200.200.200.200.230.23E2E2=e/cos0.200.200.200.200.200.200.2

20、30.23=mC/20.470.460.470.90=m/6/n00.090.090.090.14=m(C+E1+E2)1.791.751.793.10=0.5m/n00.270.260.270.43=(E1+E2+C+H端/n0)1.111.111.111.38=Csqrt(1+m2)1.051.031.051.91單個墻身VQVQ=(H根2-H端2)+（H根3-H端3）3.203.202.862.862.912.9115.3815.38單個基礎(chǔ)VJVJ=（H根-H端）h+(H根2-H端2)h+h2.872.872.692.692.732.738.238.23單個頂面面積A頂A頂=(H根-H

21、端)1.451.451.341.341.371.374.724.72單個洞口鋪砌VPVP=GT(h1-h)/21.751.751.211.211.561.567.357.35單個抑水墻VEVE=(T+C+D0+E2)bh11.361.361.161.161.311.312.062.06斜交八字墻尺寸及工程數(shù)量計算表（逆翼墻）表4相關(guān)參數(shù)參數(shù)計算公式LK11+261LK12+806LK13+147LK13+605斜交角度r10454530水流擴散角0020151520八字墻根部斷面高度H根2.832.832.252.252.252.252.252.25八字墻端部斷面高度H端0.950.950.9

22、50.950.950.950.950.95路基邊坡m2.0312.8282.8282.309翼墻正背坡n4444墻頂寬a0.450.550.550.55八字墻垂直襟邊e0.20.20.20.2八字墻基礎(chǔ)厚度h0.60.60.60.6截水墻厚度h11.61.61.61.6截水墻寬度b0.40.40.40.4逆翼墻張角=abs(0-r)10303010逆翼墻根部斷面背坡坡率n0=(n-sin/m)cos3.863.313.313.87逆翼墻端部斷面背坡坡率n0=(n+sin/m)cos4.023.623.624.01翼墻墻身與基礎(chǔ)頂面的交線與背墻與基礎(chǔ)頂面的交線的垂線間的交角=arctan(tan

23、()+1/m/n0)16.9134.3834.3816.09HH=H根-H端+402.282.281.71.71.71.71.71.7GG=m(H-40)3.823.823.683.683.683.683.003.00CC=a/cos0.460.460.640.640.640.640.560.56C0C0=H根/n00.730.730.680.680.680.680.580.58D0D0=H端/n00.240.240.260.260.260.260.240.24TT=Gsin0/cos1.331.331.101.101.101.101.041.04E1E1=e/cos0.200.200.230

24、.230.230.230.200.20E2E2=e/cos0.200.200.230.230.230.230.200.20=mC/20.460.900.900.64=m/6/n00.090.140.140.10=m(C+E1+E2)1.753.103.102.23=0.5m/n00.260.430.430.30=(E1+E2+C+H端/n0)1.111.381.381.21=Csqrt(1+m2)1.031.911.911.41單個墻身VQVQ=(H根2-H端2)+（H根3-H端3）5.215.215.245.245.245.243.733.73單個基礎(chǔ)VJVJ=（H根-H端）h+(H根2-H端2)h+h3.773.774.324.324.324.323.213.21單個頂面面積A頂A頂=(H根-H端)1.941.942.482.482.482.481.831.83單個洞口鋪砌VPVP=GT(h1-h)/22.532.532.022.022.022.021.561.56單個抑水墻VEVE=(T+C+D0+E2)bh11.421.421.431.431.431.431.311.31