排水管道计算规则.doc

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1、135°管道基础（参标准图S460-5）管径管道结构宽灰土宽沟槽宽挖深加深侧填高度顶填底宽M3/M灰土100#砼侧填方D3000.470.671.270.451.341.4040.20.0751.7846D4000.590.791.590.451.441.7340.240.1012.1603D5000.720.921.720.481.591.8790.280.1472.4522D6000.851.051.850.51.732.0230.320.1952.7512D7000.991.191.990.521.862.1760.360.2623.0744D8001.131.332.130.552.

2、012.3310.40.333.4353D9001.281.482.280.582.172.4970.440.4273.8301D10001.411.612.410.582.262.6360.480.4794.0650D12001.681.882.680.642.572.9370.560.6824.8599D13501.882.082.880.7052.843.1640.620.8965.5745D14001.962.1632.960.7172.9073.2510.650.9685.7794D15002.132.333.130.743.043.4340.71.1126.2333180°管道基

3、础（参标准图S460-5）管径管道结构宽灰土宽沟槽宽挖深加深侧填高度顶填底宽M3/M灰土100#砼侧填方D3000.50.71.50.451.341.6340.210.0961.7938D4000.630.831.630.451.441.7740.250.1271.8939D5000.770.971.770.481.591.9290.290.1842.1667D6000.91.11.90.51.732.0730.330.2482.4287D7001.051.252.050.521.862.2360.380.3232.733D8001.21.42.20.552.012.4010.420.418

4、3.066D9001.351.552.350.582.172.5670.470.5233.422D10001.51.72.50.582.262.7260.510.6143.6514D12001.771.972.770.642.573.0270.590.8644.3652D13501.982.182.980.7052.843.2640.651.1325.0245D14002.062.263.060.7172.9073.3510.681.2195.199D15002.252.453.250.743.043.5540.741.3945.6681120°管道基础（参标准图95S222-5）管径管道结

5、构宽灰土宽沟槽宽挖深加深挖深加灰侧填高度侧填高度加灰土顶填底宽顶填底宽加灰土M3/M灰土100#砼侧填方D3000.520.721.520.130.430.961.261.6161.6460.2160.07891.6997D4000.630.831.630.1350.4351.071.371.7371.7670.2490.10341.7946D5000.7440.9441.7440.1420.4421.1841.4841.8621.8920.2830.13071.9843D6000.91.11.90.150.451.31.62.032.060.330.17232.2357D7001.011.

6、212.010.1550.4551.421.722.1522.1820.3630.20532.4808D8001.131.332.130.1650.4651.561.862.2862.3160.3990.24352.7543D9001.251.452.250.1750.4751.681.982.4182.4480.4350.29022.9848D10001.3761.5762.3760.1880.4881.82.12.5562.5860.4730.34873.2364D12001.651.852.650.2250.5252.062.362.8562.8860.5550.49963.8209D

7、13501.8762.0762.8760.2630.5632.272.573.1033.1330.6230.65444.3532D15002.0762.2763.0760.2880.5882.462.763.3223.3520.6830.79854.8151D16502.2762.4763.2760.3130.6132.652.953.5413.5710.7430.95475.2846D18002.52.73