管道支墩C3管道支墩修改保险系数15参考计算表格支墩计算30弯头三通支墩计算10

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HDN8000.80661090108.304.22.130.8066104558.613.21.62.50.80661022.529.882.31.220.80661011.2515.011.511.5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L0.80661022.529.885.8329.301.50.80661011.2515.011.4714.941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L0.80661022.529.885.8329.302.50.80661011.2515.011.4714.942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HDN7000.7044109082.59422.70.7044104544.702.61.32.50.70441022.522.7821.21.80.70441011.2511.451.411.4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L0.70441022.522.784.4422.351.20.70441011.2511.451.1211.390.8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L0.70441022.522.784.4422.352.50.70441011.2511.451.1211.391.8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HDN6000.6052109060.97422.20.6052104532.992.51.220.60521022.516.821.61.31.60.60521011.258.451.411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L0.60521022.516.823.2816.5010.60521011.258.450.838.410.7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L0.60521022.516.823.2816.5020.60521011.258.450.838.411.8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HDN5000.504109042.2831.530.504104522.88211.80.5041022.511.661.511.50.5041011.255.861.20.81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L0.5041022.511.662.2711.440.80.5041011.255.860.575.830.6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L0.5041022.511.662.2711.441.80.5041011.255.860.575.831.5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HDN4000.4028109027.012.21.120.4028104514.621.611.50.40281022.57.451.30.810.40281011.253.740.80.60.8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L0.402810165.320.745.260.60.40281011.253.740.373.730.5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L0.40281022.57.451.457.311.50.40281011.253.740.373.731.2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HDN3500.3527109020.71211.80.3527104511.211.611.20.35271022.55.7110.810.35271011.252.870.80.60.7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L0.35271022.55.711.115.600.60.35271011.252.870.282.860.4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L0.35271022.55.711.115.601.50.35271011.252.870.282.861.2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HDN3000.3046109015.441.711.50.304610458.361.20.81.20.30461022.54.2610.80.80.30461011.252.140.70.50.6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L0.30461022.54.260.834.180.50.30461011.252.140.212.130.4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L0.30461022.54.260.834.181.50.30461011.252.140.212.131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HDN2500.2535109010.701.30.81.50.253510455.791.10.710.25351022.52.950.70.60.80.25351011.251.480.60.50.5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L0.25351022.52.950.582.890.40.25351011.251.480.151.480.316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L0.25351022.52.950.582.891.30.25351011.251.480.151.481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HDN2000.202210906.811.30.710.202210453.680.90.60.80.20221022.51.880.60.50.60.20221011.250.940.50.40.4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L0.20221022.51.880.371.840.30.20221011.250.940.090.940.2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L0.20221022.51.880.371.8410.20221011.250.940.090.940.8三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/DN5000.80660.5041029.912.112三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/DN5000.70440.5041029.912.112DN700/DN4000.70440.40281019.10211.5DN700/DN3000.70440.30461010.921.411.2DN700/DN2000.70440.2022104.8110.70.8三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/DN3500.60520.35271014.65211.2DN600/DN2000.60520.2022104.8110.70.8三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/DN3000.5040.30461010.921.511.2DN500/DN2000.5040.2022104.8110.80.8三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/DN2500.40280.2535107.571.30.81三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HDN350/DN1000.35270.0988101.150.50.50.4三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/DN1000.30460.0988101.150.50.50.4三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/DN1000.25350.0988101.150.50.50.4三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/DN1000.20220.0988101.150.50.50.4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)3.2845.7014.69302.990.13.196.53111.222.5021.577.22302.990.12.651.7158.931.808.883.20302.990.32.328.6331.841.173.361.36302.990.62.114.5415.90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)1.80.651.176.302.24302.991.42.051.40.650.783.041.15302.991.42.05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)22.61.9528.140.24302.990.12.71.721.5613.870.15302.990.32.3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)2.4437.4811.97302.990.12.874.9886.961.5814.304.76302.990.12.642.0246.781.227.072.49302.990.42.222.4124.900.853.041.17302.990.6212.2013.37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)1.80.60.734.851.67302.991.521.20.60.491.940.73302.991.52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)221.5221.660.25302.990.32.31.521.1011.280.29302.990.62.6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)1.8330.6