市政土方计算表格(管道、检查井)

市政污水管道计算表格（土方、管道、检查井） 序号桩 号编号 基本数据土石方工程 计算长 度 原地 面现 状 自然地 面标高 设计路 面标高 管内底 标高 井底标高 深度 土方断 面 回填断面(m2) 自然地 面-基底 设计路 面-基 底 砂砾土方 10+16.891YS0053.19 62.486 60.35360.103 13.11 20+301YS1052.9562.42 60.40660.156 30 30+601YS2054.9362.27 60.52660.276 -5.3861.955.5992.9062.410 25 40+851YS3054.93 62.166 60.62660.376 -5.4861.754.7752.9061.587 30 50+1151YS4054.93 62.122 60.71660.466 -5.5761.624.2642.9061.076 30 60+1451YS5054.77 62.167 60.80660.556 -5.8261.574.0982.9060.910 30 90+1751YS6055.7 62.284 60.89660.646 -4.9861.604.1972.9061.009 30 100+2051YS7054.97 62.406 60.98660.736 -5.8061.634.3162.9061.128 30 110+2351YS8054.94 62.528 61.07660.826 -5.9261.664.4372.9061.249 30 120+2651YS9054.72 62.649 61.16660.916 -6.2361.694.5552.9061.367 30 130+2951YS10054.83 62.771 61.48661.326 -6.4461.502.3261.7560.288 30 140+3251YS11055.07 62.893 61.60661.446 -6.3261.502.3291.7560.291 30 150+3551YS12054.68 63.015 61.72661.566 -6.8361.502.3321.7560.294 30 160+3851YS13055.1 63.137 61.84661.686 -6.5361.503.8452.9060.657 30 170+4151YS14054.75 63.258 61.96661.806 -7.0061.503.8492.9060.660 30 180+4451YS15055.0863.38 62.08661.926 -6.7961.503.8562.9060.668 30 190+4751YS16055 63.502 62.20662.046 -6.9961.513.8632.9060.675 30 200+5051YS17055 63.624 62.59662.446 -7.3861.241.9261.756-0.112 37.5 210+542.51YS18054.92 63.776 62.70862.558 -7.5781.281.9891.756-0.050 6.94 220+549.44W13-2054.9254.92 62.69862.698 -7.568-7.57-11.7751.756-13.814 15.03 230+564.47W-16054.4154.41 62.67562.675 -8.055-8.06-12.5341.756-14.572 54.23 240+618.7W-17055.4555.45 62.59462.594 -6.934-6.93-10.7891.756-12.827 4.8 250+623.5W-18055.4555.45 62.58762.087 -6.927-6.93-10.7781.756-12.816 43.47 260+666.97 W-18-1052.9652.96 62.521 270+0W14054.9254.92 51.93251.9323.1983.20 11.8292.9068.641 6.15 280+6.15W15054.9254.92 51.92351.4233.2073.21 11.8832.9068.695 21.78 290+27.93W13-2054.954.9 51.8903.2203.22 11.9572.9068.769 678.01-5.661 钢管149.08H2 波纹管528.93 H2 钢板支撑w6-w7钢板支护计算 w8-w12 破碎路面实测 红石修复长度12.82 W6-1- W8 10.58 8.88 9.93 7.82 5.67 5.11 W5-W66.083 66.893米 管道计算检查井 挖方计算 (m3) 回填砂砾回填土 600600沙垫层圆井 波纹管接口钢管 接 口 宽度厚度 管壁 厚 10001250 nHnH 1 2.383 12.415 1 2.264 29.310 1 1.994 129.66872.63949.96424.1759 1 1.540 135.58687.16639.94129.17551.5560.20.010 1 1.656 125.43487.16629.78929.351.5560.20.010 1 1.611 124.43287.16628.78829.17551.5560.20.010 1 1.388 127.70787.16632.06329.17551.5560.20.010 1 1.670 131.29887.16635.65329.351.5560.20.010 1 1.702 134.87287.16639.22829.351.5560.20.010 1 1.733 103.21469.92024.81629.351.5560.20.010 1 1.445 69.83352.6738.68229.17551.5560.20.010 1 1.287 69.92752.6738.77629.17551.5560.20.010 1 1.449 92.66369.92014.26529.351.5560.20.010 1 1.451 115.40687.16619.76129.351.5560.20.010 1 1.452 115.56687.16619.92229.351.5560.20.010 1 1.454 115.78087.16620.13629.17551.5560.20.010 1 1.296 86.83969.9208.44129.1755 11.178 36.807 1 1.218 -33.96012.185-48.1066.240 1 -7.778 -182.68126.389-213.31714.3331.5560.20.010 1 -8.265 -632.38995.215-742.93053.5391.5560.20.010 1 -7.144 -51.7608.428-61.5443.97501.5560.20.010 1 -7.137 42.9958 1.5560.20.010 1 2.988 72.91417.86953.3075.32501.5560.20.010 1 2.997 259.61863.283190.18021.30541.5560.20.010 1109.9661395.609-442.184514.03086145.68039190.23560.229 1109.966 W14-W1797.19-482.538m W6-W6-11251.083m 市政污水管道计算表格（土方、管道、检查井） 土石方工程 钢板支护计算 -431.456 桩号设计高程 管底高程 路槽底高程 深度管径距离 基坑参数 面积平均面积 井宽 基底宽 工作面 坡比 K0+016.89-k0+03062.4960.353 60.1032.151000 13.1105.81.50.518.923 8.923 K0+070.000 62.4260.40660.1562.151000 -10.0005.81.50.518.923 8.923 K0+060.000 62.2760.52660.2762.151000 25.0005.81.50.518.923 8.923 K0+085.000 62.1760.62660.3762.151000 30.0005.81.50.518.923 8.923 K0+115.000 62.1260.71660.4662.151000 30.0005.81.50.518.923 7.826 K0+145.000 62.1760.80660.5561.88800 30.0004.961.20.516.730 6.730 K0+175.000 62.2860.89660.6461.88800 30.0004.961.20.516.730 6.730 K0+205.000 62.4160.98660.7361.88800 30.0004.961.20.516.730 6.730 K0+235.000 62.5361.07660.8261.88800 30.0004.961.20.516.730 6.730 K0+265.000 62.6561.16660.9161.88800 30.0004.961.20.516.730 5.787 K0+295.000 62.7761.48661.3261.62600 30.0004.16 0.820.514.844 4.844 K0+325.000 62.8961.60661.4461.62600 30.0004.16 0.820.514.844 4.844 K0+355.000 63.0261.72661.5661.62600 30.0004.16 0.820.514.844 4.844 K0+385.000 63.1461.84661.6861.62600 30.0004.16 0.820.514.844 4.844 K0+415.000 63.2661.96661.8061.62600 30.0004.16 0.820.514.844 4.844 K0+445.000 63.3862.08661.9261.62600 30.0004.16 0.820.514.844 4.844 K0+475.00063.562.20662.0461.62600 30.0004.16 0.820.514.844 4.844 K0+505.000 63.6262.59662.4461.62500 37.5004.16 0.820.5