120°混凝土基础管坑挖、填方计算

12002002.5013502002.7015002502.8516503.0018003.00管径长度m埋深m3004701.1040010804.50光

6002601.65源8001872.20一10001482.05路

12001512.3513501252.6515003422.9016501800基础底宽m0.00.6940.9901.2001.5001.8002.0262.2502.4762.700基础底宽m0.00.6940.9901.2001.5001.8002.0262.2502.4762.700路面结构厚度m挖土方0.741020.74600.74790.743690.745130.747420.749310.7413980.7400.7404133路面结构厚度m挖土方0.741190.7429080.742750.743730.743460.745190.745690.7419510.7400.7404153填砂方

324630181196285350700

1585

填砂方

38258511018311217520873200

1557

C1半径壁厚计算半径基础断面面积分类挖方断面积

0.0800.0800.1000.1200.1500.1800.2030.2250.2480.270C10.0800.0800.1000.1200.1500.1800.2030.2250.2480.2700.1500.2000.3000.4000.5000.6000.6750.7500.8250.900半径0.1500.2000.3000.4000.5000.6000.6750.7500.8250.9000.0300.0400.0600.0800.1000.1200.1350.1500.1650.180壁厚0.0300.0400.0600.0800.1000.1200.1350.1500.1650.1800.1800.0720.2400.1180.3600.2280.4800.2900.6000.40.7200.60.8100.8270.9001.0210.9901.2371.0801.471

计算半径基础断面面积0.1800.0720.2400.1180.3600.2280.4800.2900.6000.40.7200.60.8100.8270.9001.0210.9901.2371.0801.471

雨水口连接管污水管雨水管

除去污水管

分类

雨水口连接管污水管

雨水管

除去污水管

0.251.30

1.031.992.573.71

4.665.596.627.32

管断面积填方断面积

0.100.080.181.010.410.390.720.981.130.981.631.432.061.772.2.033.082.303.662.18

102

3260467930369181513196742285931313985070000