斜交八字墙计算表.xls
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1、斜交八字墙尺寸及工程数量计算表(顺翼墙)表1相关参数参数计算公式K8+672k8+218K7+750AK0+356斜交角度r10103015水流扩散角0020202025八字墙根部断面高度H根3.13.12.352.353.63.62.352.35八字墙端部断面高度H端0.950.950.950.950.950.950.950.95路基边坡m2.0312.3092.0172.071翼墙正背坡n3.681444墙顶宽a0.580.450.780.45八字墙垂直襟边e0.230.20.280.2八字墙基础厚度h0.60.60.60.6截水墙厚度h11.61.61.61.6截水墙宽度b0.410.4
2、0.40.4顺翼墙张角=0+r30305040顺翼墙平行于端墙方向之背墙坡率n0=(n+sin/m)cos3.403.652.823.30翼墙墙身与基础顶面的交线与背墙与基础顶面的交线的垂线间的交角=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单个墙身VQVQ=(H根2-H端2)+(H根3-H端3)8.808.804.054.0520.2220.224.084.08单个基础VJVJ=(H根-H端)h+(H根2-H端2)h+h5.555.553.503.5010.5910.593.603.60单个顶面面积A顶A顶=(H根-H端)3.263.261.831.837.247.241.891.89单个洞口铺砌VPVP=GT(h1-h)/23.773.772.062.067.607.602.322.32单个抑水墙VEVE=(T+C+D0+E2)bh11.921.921.461.463.0
5、73.071.741.74斜交八字墙尺寸及工程数量计算表(逆翼墙)表3相关参数参数计算公式K8+672k8+218K7+750AK0+356斜交角度r10103015水流扩散角0020202025八字墙根部断面高度H根3.13.12.352.353.63.62.352.35八字墙端部断面高度H端0.950.950.950.950.950.950.950.95路基边坡m2.0312.3092.8542.071翼墙正背坡n3.989444墙顶宽a0.520.450.450.45八字墙垂直襟边e0.210.20.210.2八字墙基础厚度h0.60.60.60.6截水墙厚度h11.61.61.61.6
6、截水墙宽度b0.40.40.40.4逆翼墙张角=abs(0-r)10101010逆翼墙根部断面背坡坡率n0=(n-sin/m)cos3.843.873.883.86逆翼墙端部断面背坡坡率n0=(n+sin/m)cos4.014.014.004.02翼墙墙身与基础顶面的交线与背墙与基础顶面的交线的垂线间的交角=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单个墙身VQVQ=(H根2-H端2)+(H根3-H端3)7.227.223.643.6413.4813.483.273.27单个基础VJVJ=(H根-H端)h+(H根2-H端2)h+h4.604.603.173.177.357.352.912.91单个顶面面积A顶A顶=(H根-H端)2.572.571.611.613.663.661.471.47单个洞口铺砌VPVP=GT(h1-h)/23.313.311.811.819.939.
9、931.801.80单个抑水墙VEVE=(T+C+D0+E2)bh11.601.601.291.292.262.261.371.37斜交八字墙尺寸及工程数量计算表(顺翼墙)表1相关参数参数计算公式K5+878K6+225K7+225LK10+855斜交角度r15101545水流扩散角0025202515八字墙根部断面高度H根2.332.332.252.252.252.253.433.43八字墙端部断面高度H端0.950.950.950.950.950.950.950.95路基边坡m2.0712.0312.0712.828翼墙正背坡n4444墙顶宽a0.450.450.450.55八字墙垂直襟边
10、e0.20.20.20.2八字墙基础厚度h0.60.60.60.6截水墙厚度h11.61.61.61.6截水墙宽度b0.40.40.40.4顺翼墙张角=0+r40304060顺翼墙平行于端墙方向之背墙坡率n0=(n+sin/m)cos3.303.683.302.15翼墙墙身与基础顶面的交线与背墙与基础顶面的交线的垂线间的交角=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单个墙身VQVQ=(H根2-H端2)+(H根3-H端3)3.993.993.163.163.633.6325.5425.54单个基础VJVJ=(H根-H端)h+(H根2-H端2)h+h3.553.552.962.963.373.3713.5513.55单个顶面面积A顶A顶=(H根-H端)1.861.861.531.531.761.768.188.18单个洞口铺砌VPVP=GT(h1-h)/22.252.251.3
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