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弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN8000.80662590270.74733.70.80662545146.51632.80.80662522.574.69422.50.80662511.2537.5331.51.8管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.80662522.574.6914.5673.262.20.80662511.2537.533.6837.351.6管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.80662522.574.6914.5673.2640.80662511.2537.533.6837.353弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN7000.70442590206.487.5330.70442545111.7452.52.70.70442522.556.963.21.52.50.70442511.2528.622.21.12管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.70442522.556.9611.1155.8720.70442511.2528.622.8028.481.2管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.70442522.556.9611.1155.873.20.70442511.2528.622.8028.483弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN6000.60522590152.426.332.80.6052254582.484.222.60.60522522.542.052.61.32.40.60522511.2521.13211.6管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.60522522.542.058.2041.241.50.60522511.2521.132.0721.021第一廊道支墩计算管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.60522522.542.058.2041.2430.60522511.2521.132.0721.022.4弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN5000.5042590105.71632.40.504254557.204220.5042522.529.162.21.120.5042511.2514.65211.2管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.5042522.529.165.6928.601.40.5042511.2514.651.4414.581管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.5042522.529.165.6928.6030.5042511.2514.651.4414.582弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN4000.4028259067.52422.40.4028254536.5431.520.40282522.518.63211.60.40282511.259.361.40.81.2管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.40282522.518.633.6318.2710.40282511.259.360.929.310.7管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.40282522.518.633.6318.2720.40282511.259.360.929.312弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN3500.3527259051.774220.3527254528.0131.51.50.35272522.514.28211.20.35272511.257.181.20.81管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.35272522.514.282.7814.010.80.35272511.257.180.707.140.6管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.35272522.514.282.7814.0120.35272511.257.180.707.142弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN3000.3046259038.6131.520.3046254520.89211.80.30462522.510.651.60.81.20.30462511.255.3510.61管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.30462522.510.652.0810.450.70.30462511.255.350.525.330.5管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.30462522.510.652.0810.4520.30462511.255.350.525.331.5弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN2500.2535259026.742.21.120.2535254514.471.711.50.25352522.57.381.30.710.25352511.253.710.90.60.8管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.25352522.57.381.447.240.60.25352511.253.710.363.690.5管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.25352522.57.381.447.241.60.25352511.253.710.363.691.2弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN2000.2022259017.01211.60.202225459.211.50.81.20.20222522.54.6910.510.20222511.252.360.80.50.6管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.20222522.54.690.924.600.50.20222511.252.360.232.350.3管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.20222522.54.690.924.601.60.20222511.252.360.232.351.2三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN800/DN5000.80660.5042574.7831.53DN800/DN2000.80660.20222512.041.511.2三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN700/DN5000.70440.5042574.783.21.53DN700/DN4000.70440.40282547.7631.52.2DN700/DN3000.70440.30462527.3131.51.4DN700/DN2000.70440.20222512.041.511.2三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN600/DN3500.60520.35272536.622.71.32DN600/DN2000.60520.20222512.041.511.2三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN500/DN3000.5040.30462527.312.21.12DN500/DN2000.5040.20222512.041.511.2DN500/DN1000.5040.0988252.870.80.60.6三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN400/DN2500.40280.25352518.92211.5DN400/DN1000.40280.0988252.870.80.60.6三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN350/DN1000.35270.0988252.870.80.60.6三通支墩主管计算内径m支管计算内径m计算压力P1三通推力F1(t)支墩长L支墩宽B支墩高HDN300/DN1000.30460.0988252.870.80.60.6三通支墩主管计算内径m支管计算内径m计算压力P1弯头推力F1(t)支墩长L支墩宽B支墩高HDN250/DN1000.25350.0988252.870.80.60.6三通支墩主管计算内径m支管计算内径m计算压力P1弯头推力F1(t)支墩长L支墩宽B支墩高HDN200/DN1000.20220.0988252.870.80.60.6管道及水的重力块体混凝土重摩擦抵抗力土壤摩擦角Ce'支墩覆土H1(m)支墩底埋深H2(m)块体被动土压力E(t)块体的抵抗力F2(t)5.47136.6442.63302.990.13.8241.83284.464.6887.9627.79302.990.12.9120.66148.463.1234.1611.19302.990.12.664.6475.832.3413.204.66302.990.42.233.6138.28支墩宽B支墩高H管道及水的重力块体混凝土重摩擦抵抗力土壤摩擦角Ce'支墩覆土H1(m)支墩底埋深H2(m)30.651.7217.375.73302.991.42.0520.651.257.862.73302.991.42.05支墩宽B支墩高H管道及水的重力块体混凝土重摩擦抵抗力土壤摩擦角Ce'支墩覆土H1(m)支墩底埋深H2(m)3.12.63.1272.470.70302.990.12.72.822.3436.640.49302.990.32.3管道及水的重力块体混凝土重摩擦抵抗力土壤摩擦角Ce'支墩覆土H1(m)支墩底埋深H2(m)块体被动土压力E(t)块体的抵抗力F2(t)4.57118.8737.03302.990.13.1172.38209.413.0559.0018.61302.990.12.893.73112.341.9520.486.73302.990.12.651.7158.441.347.942.78302.990.22.327.6530.44支墩宽B支墩高H管道及水的重力块体混凝土重摩擦抵抗力土壤摩擦角Ce'支墩覆土H1(m)支墩底埋深H2(m)2.50.61.2212.164.01302.991.5220.60.735.651.91302.991.52支墩宽B支墩高H管道及水的重力块体混凝土重摩擦抵抗力土壤摩擦角Ce'支墩覆土H1(m)支墩底埋深H2(m)32.61.9556.910