《斜交八字墻計算表》由會員分享，可在線閱讀，更多相關《斜交八字墻計算表（6頁珍藏版）》請在裝配圖網上搜索。
1、斜交八字墻尺寸及工程數(shù)量計算表（順翼墻）表1相關參數(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翼墻墻身與基礎頂面的交線與背墻與基礎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翼墻墻身與基礎頂面的交線與背墻與基礎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翼墻墻身與基礎頂面的交線與背墻與基礎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翼墻墻身與基礎頂面的交線與背墻與基礎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翼墻墻身與基礎頂面的交線與背墻與基礎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翼墻墻身與基礎頂面的交線與背墻與基礎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
斜交八字墻計算表
