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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HDN8000.806669064.983.51.82.50.806664535.162.61.320.8066622.517.931.811.50.8066611.259.011.311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L0.8066622.517.933.5017.581.10.8066611.259.010.888.960.7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L0.8066622.517.933.5017.5820.8066611.259.010.888.961.6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HDN7000.704469049.5631.52.40.704464526.822.21.11.80.7044622.513.671.511.40.7044611.256.871.10.81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L0.7044622.513.672.6713.4110.7044611.256.870.676.840.6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L0.7044622.513.672.6713.4120.7044611.256.870.676.841.5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HDN6000.605269036.582.51.22.20.605264519.80211.60.6052622.510.091.6110.6052611.255.0710.80.8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L0.6052622.510.091.979.900.80.6052611.255.070.505.050.6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L0.6052622.510.091.979.9020.6052611.255.070.505.051.5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HDN5000.50469025.372120.50464513.731.511.50.504622.57.001.30.810.504611.253.520.80.60.8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L0.504622.57.001.366.860.60.504611.253.520.343.500.5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L0.504622.57.001.366.861.50.504611.253.520.343.501.5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HDN4000.402869016.201.711.50.40286458.771.50.810.4028622.54.4710.70.80.4028611.252.250.70.50.6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L0.40286163.190.443.160.50.4028611.252.250.222.240.3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L0.4028622.54.470.874.381.50.4028611.252.250.222.241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HDN3500.352769012.421.811.20.35276456.721.20.810.3527622.53.430.90.60.70.3527611.251.720.60.50.5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L0.3527622.53.430.673.360.50.3527611.251.720.171.710.3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L0.3527622.53.430.673.361.50.3527611.251.720.171.711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HDN3000.30466909.271.30.81.20.30466455.011.10.70.80.3046622.52.560.80.50.60.3046611.251.280.60.40.4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L0.3046622.52.560.502.510.40.3046611.251.280.131.280.3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L0.3046622.52.560.502.511.20.3046611.251.280.131.281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HDN2500.25356906.421.20.710.25356453.470.80.60.80.2535622.51.770.70.50.50.2535611.250.890.40.40.4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L0.2535622.51.770.351.740.30.2535611.250.890.090.890.216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L0.2535622.51.770.351.7410.2535611.250.890.090.890.8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HDN2000.20226904.0810.60.80.20226452.210.70.50.60.2022622.51.130.60.40.40.2022611.250.570.40.30.3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L0.2022622.51.130.221.100.20.2022611.250.570.060.560.2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L0.2022622.51.130.221.100.80.2022611.250.570.060.560.7三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/DN5000.80660.504617.951.811.5三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/DN5000.70440.504617.951.811.5DN700/DN4000.70440.4028611.461.411.2DN700/DN3000.70440.304666.5510.81三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/DN3500.60520.352768.791.20.81.2三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/DN3000.5040.304666.551.30.80.8DN500/DN2000.5040.202262.890.80.60.6三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/DN2500.40280.253564.5410.60.8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)2.7326.748.84302.990.12.656.5665.402.0310.973.90302.990.32.332.3736.271.414.031.63302.990.62.117.4519.081.011.740.83302.990.91.98.719.54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)1.50.650.863.581.33302.991.42.051.20.650.551.680.67302.991.42.05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)221.5616.750.22302.990.32.31.61.61.257.870.05302.990.82.2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)1.8318.396.07302.990.12.544.8250.881.347.072.52302.990.42.224.6527.170.913.251.25302.990.6213.0714.320.671.200.56302.990.81.86.857.41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)1.20.60.612.370.89302.991.5210.60.371.110.44302.991.52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)21.51.2212.530.10302.990.521.41.50.916.160.07302.990.52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)1.1411.233.71302.990.22.434.2437.950.925.241.85302.990.52.119.9221.770.732.470.96302.990.81.89.9610.920.460.890.41302.990.91.74.985.39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)1.20.550.371.850.66302.991.31.850.80.550.270.810.33302.991.31.85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)1.51.50.929.420.13302.990.521.11.50.694.900.16302.990.52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)0.666.842.25302.990.32.324.9027.150.493.781.28302.990.5213.4714.750.431.640.6230