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16

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HDN8000.80661690173.286.5330.8066164593.7752.52.50.80661622.547.803.51.720.80661611.2524.0221.22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L0.80661622.547.809.3246.881.80.80661611.2524.022.3523.901.2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L0.80661622.547.809.3246.8830.80661611.2524.022.3523.902.7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HDN7000.70441690132.15632.70.7044164571.51422.50.70441622.536.4631.51.80.70441611.2518.32211.4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L0.70441622.536.467.1135.761.50.70441611.2518.321.7918.231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L0.70441622.536.467.1135.7630.70441611.2518.321.7918.232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HDN6000.6052169097.5552.52.50.6052164552.794220.60521622.526.9121.220.60521611.2513.521.511.4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L0.60521622.526.915.2526.391.20.60521611.2513.521.3213.460.8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L0.60521622.526.915.2526.3930.60521611.2513.521.3213.462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HDN5000.504169067.65422.40.504164536.612.81.420.5041622.518.6621.21.50.5041611.259.381.811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L0.5041622.518.663.6418.3110.5041611.259.380.929.330.8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L0.5041622.518.663.6418.3120.5041611.259.380.929.332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HDN4000.4028169043.213.51.720.4028164523.382.51.21.50.40281622.511.922110.40281611.255.9910.81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L0.402816168.501.188.420.70.40281611.255.990.595.960.6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L0.40281622.511.922.3211.6920.40281611.255.990.595.961.5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HDN3500.3527169033.132.81.420.3527164517.93211.50.35271622.59.141.5110.35271611.254.5910.80.8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L0.35271622.59.141.788.960.80.35271611.254.590.454.570.5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L0.35271622.59.141.788.9620.35271611.254.590.454.571.5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HDN3000.3046169024.712120.3046164513.371.611.20.30461622.56.821.20.810.30461611.253.420.80.60.8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L0.30461622.56.821.336.690.60.30461611.253.420.343.410.5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L0.30461622.56.821.336.6920.30461611.253.420.343.411.6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HDN2500.2535169017.12211.50.253516459.261.30.71.20.25351622.54.721.10.60.80.25351611.252.370.80.60.6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L0.25351622.54.720.924.630.50.25351611.252.370.232.360.416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L0.25351622.54.720.924.631.50.25351611.252.370.232.361.2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HDN2000.2022169010.892110.202216455.891.20.810.20221622.53.000.80.60.80.20221611.251.510.60.50.6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L0.20221622.53.000.592.950.50.20221611.251.510.151.500.3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L0.20221622.53.000.592.951.30.20221611.251.510.151.501三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/DN5000.80660.5041647.862.71.32.4DN800/DN2000.80660.2022167.701.211三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/DN5000.70440.5041647.862.71.32.4DN700/DN4000.70440.40281630.572.21.12DN700/DN3000.70440.30461617.48211.4DN700/DN2000.70440.2022167.701.20.81三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/DN3500.60520.35271623.442.41.21.5DN600/DN2000.60520.2022167.701.20.81三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HDN500/DN3000.5040.30461617.481.811.5DN500/DN2000.5040.2022167.701.20.81DN500/DN1000.5040.0988161.840.60.50.6三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/DN2500.40280.25351612.11211DN400/DN1000.40280.0988161.840.60.50.6三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/DN1000.35270.0988161.840.60.50.6三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/DN1000.30460.0988161.840.60.50.6三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/DN1000.25350.0988161.840.60.50.6三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/DN1000.20220.0988161.840.60.50.6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)5.07102.3132.22302.990.13.1149.39181.613.9053.9517.36302.990.12.680.8098.162.7319.816.76302.990.32.343.5750.341.567.722.78302.990.32.324.9027.68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)2.50.651.4111.413.84302.991.42.051.80.650.945.131.82302.991.42.05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)2.62.62.3444.990.14302.990.12.7222.1122.610.25302.990.32.3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)3.6685.3826.71302.990.12.8112.48139.192.4434.6011.11302.990.12.664.6475.751.8313.534.61302.990.42.233.6138.221.224.341.67302.990.6217.4319.10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)20.60.916.952.36302.991.521.50.60.613.291.17302.991.52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)22.61.8334.640.21302.990.12.7221.2217.330.103