混凝土污水管道土方计算表

管管道道土土方方计计算算表表 D=400II级砼管120、150、180砂基 井位井距L管径D 设计地面高 程H1 现况地面 高程H2 设计管底 高程H3 路面结构 厚度h 管皮厚度 t 砂基厚度 c1 挖深H 平均挖深 H均 管基a 槽底宽度 B1=D+2a+2t 槽上口宽度 B2=B1+H*0.3 3*2 挖方断面积 S=(B1+B2)*0 .5*H 平均挖方断 面积 挖方体积V=S 均*L L4 34 0.411.94211.8087.4830.640.040.14.465 4.423 0.41.284.22712.294 12.116411.9 L4-10.411.94211.8087.5680.640.040.14.380.41.284.17111.938 L70.412.19811.447.1630.640.040.14.4170.41.284.19512.092 154.39812.013180.2 L7-10.412.19811.447.20050.640.040.14.37950.41.284.1711.934 L130.411.86511.0586.6060.640.040.14.5920.41.284.31112.837 154.57312.756191.3 L13-10.411.86511.0586.64350.640.040.14.55450.41.284.28612.675 L170.411.86211.7226.2360.640.040.15.6260.41.284.99317.646 195.60217.528333 L17-10.411.86211.7226.28350.640.040.15.57850.41.284.96217.41 L240.411.79511.4685.8340.640.040.15.7740.41.285.09118.393 195.7518.272347.2 L24-10.411.79511.4685.88150.640.040.15.72650.41.285.05918.15 L290.411.67710.4945.5540.640.040.15.080.41.284.63315.019 195.05614.909283.3 L29-10.411.67710.4945.60150.640.040.15.03250.41.284.60114.798 L330.412.02810.845.3240.640.040.15.6560.41.285.01317.797 195.63217.679335.9 L33-10.412.02810.845.37150.640.040.15.60850.41.284.98217.56 L350.411.66811.0715.2040.640.040.16.0070.41.285.24519.598 19 5.98319.473370 L35-10.411.66811.0715.25150.640.040.15.95950.41.285.21319.348 L390.411.70210.6734.9640.640.040.15.8490.41.285.1418.775 18 6.02619.703354.7 L39-10.411.66811.0715.0090.640.040.16.2020.41.285.37320.631 L41-10.411.19310.8594.8440.640.040.16.1550.41.285.34220.379 18 6.13320.261364.7 L41-10.411.19310.8594.8890.640.040.16.110.41.285.31320.142 合计3172.2 注：120砂基：L4、L7支线；150砂基：L13、L17、L24、L29支线；180砂基：L33、L35、L39、L41支线； 管管道道土土方方计计算算表表 D=500III级砼管120、150砂基 井位井距L管径D 设计地面高 程H1 现况地面 高程H2 设计管底 高程H3 路面结构 厚度h 管皮厚度 t 砂基厚度 c1 挖深H 平均挖深 H均 管基a 槽底宽度 B1=D+2a+2t 槽上口宽度 B2=B1+H*0.3 3*2 挖方断面积 S=(B1+B2)*0 .5*H 平均挖方断 面积 挖方体积V=S 均*L L1 60 0.512.81112.5727.7030.640.050.15.019 4.839 0.41.44.71315.341 14.511870.7 L20.512.24212.0917.5830.640.050.14.6580.41.44.47413.681 504.60813.458672.9 L30.512.09211.897.4830.640.050.14.5570.41.44.40813.234 504.56613.274663.7 L40.511.94211.8087.3830.640.050.14.5750.41.44.4213.313 604.3112.188731.3 L50.511.89811.1587.2630.640.050.14.0450.41.44.0711.063 504.25611.951597.6 L60.512.04811.487.1630.640.050.14.4670.41.44.34812.838 504.49712.97648.5 L70.512.19811.447.0630.640.050.14.5270.41.44.38813.101 354.36712.416434.6 L80.512.30311.056.9930.640.050.14.2070.41.44.17711.731 504.41612.631631.6 L90.512.45311.3676.8930.640.050.14.6240.41.44.45213.53 504.46212.826641.3 L100.512.47610.9436.7930.640.050.14.30.41.44.23812.122 504.40712.581629.1 L110.512.28911.0566.6930.640.050.14.5130.41.44.37913.04 L10.512.81112.5727.7030.640.050.15.0190.41.44.71315.341 344.98515.181516.2 L1-10.512.81112.5727.7710.640.050.14.9510.41.44.66815.021 7037.5 注：其中150砂基：L7L8L9L10L11 管管道道土土方方计计算算表表 D=600III级砼管150180砂基 井位井距L管径D 设计地面高 程H1 现况地面 高程H2 设计管底 高程H3 路面结构 厚度h 管皮厚度 t 砂基厚度 c1 挖深H 平均挖深 H均 管基a 槽底宽度 B1=D+2a+2t 槽上口宽度 B2=B1+H*0.3 3*2 挖方断面积 S=(B1+B2)*0 .5*H 平均挖方断 面积 挖方体积V=S 均*L L11 18 0.612.04811.486.7930.640.060.14.847 4.829 0.51.724.91916.09 16.001288 L11-10.612.04811.486.8290.640.060.14.8110.51.724.89515.912 L150.612.17311.5566.2080.640.050.15.4980.51.75.32919.323 205.47819.216384.3 L15-10.612.17311.5566.2480.640.050.15.4580.51.75.30219.108 L200.611.89811.1585.8470.640.050.15.4610.51.75.30419.124 155.75920.761311.4 L20-10.612.16411.7835.8770.640.050.16.0560.51.75.69722.398 L270.611.97210.5215.4640.640.050.15.2070.51.75.13717.8 205.18717.697353.9 L27-10.611.97210.5215.5040.640.050.15.1670.51.75.1117.594 L310.611.91610.924.8150.640.050.16.2550.51.75.82823.544 206.23523.428468.6 L31-10.611.91610.924.8550.640.050.16.2150.51.75.80223.312 L370.611.87110.9874.8730.640.050.16.2640.51.75.83423.596 196.24523.486446.2 L37-10.611.87110.9874.9110.640.050.16.2260.51.75.80923.376 L430.611.35110.7964.510.640.050.16.4360.51.75.94824.611 246.41224.469587.3 L43-10.611.35110.7964.5580.640.050.16.3880.51.75.91624.326 合计2839.7 注：其中180砂基：L31支线、L37支线、L43支线 管管道道土土方方计计算算表表 D=800III级砼管150砂基 井位井距L管径D 设计地面高 程H1 现况地面 高程H2 设计管底 高程H3 路面结构 厚度h 管皮厚度 t 砂基厚度 c1 挖深H 平均挖深 H均 管基a 槽底宽度 B1=D+2a+2t 槽上口宽度 B2=B1+H*0.3 3*2 挖方断面积 S=(B1+B2)*0 .5*H 平均挖方断 面积 挖方体积V=S 均*L L11 55 0.812.28911.0566.3930.640.080.154.893 4.848 0.51.965.18917.49 17.256949.1 L120.812.07610.8836.3110.640.080.154.8020.51.965.12917.021 704.94217.7521242.6 L130.811.86511.0586.2060.640.080.155.0820.51.965.31418.483 61.55.57321.251306.9 L140.812.01411.9466.1130.640.080.156.0630.51.965.96224.016 705.92123.1791622.5 L150.812.17311.5566.0080.640.080.155.7780.51.965.77322.341 44.55.81122.531002.6 L160.812.06211.5545.9410.640.080.155.8430.51.965.81622.718 705.9823.5261646.8 L170.811.86211.7225.8360.640.080.156.1160.51.965.99724.333 445.94923.3461027.2 L180.811.96112.0795.770.640.080.155.7810.51.965.77522.358 456.04723.9391077.3 L190.812.15911.7855.7030.640.080.156.3120.51.966.12625.519 37.56.33925.686963.2 L200.812.16411.7835.6470.640.080.156.3660.51.966.16225.852 合计10838.2 管管道道土土方方计计算算表表 D=900III级砼管150砂基 井位井距L管径D 设计地面高 程H1 现况地面 高程H2 设计管底 高程H3 路面结构 厚度h 管皮厚度 t 砂基厚度 c1 挖深H 平均挖深 H均 管基a 槽底宽度 B1=D+2a+2t 槽上口宽度 B2=B1+H*0.3 3*2 挖方断面积 S=(B1+B2)*0 .5*H 平均挖方断 面积 挖方体积V=S 均*L L20 42.5 0.912.16411.7835.5470.640.090.26.526 6.772 0.52.086.38727.628 29.2361242.5 L210.912.31912.2315.5040.640.090.27.0170.52.086.71130.843 37.57.05331.0871165.8 L220.912.31712.2665.4670.640.090.27.0890.52.086.75931.33 62.56.66328.571785.6 L230.912.14911.3515.4040.640.090.26.2370.52.086.19625.809 706.33126.3951847.7 L240.911.79511.4685.3340.640.090.26.4240.52.086.3226.981 306.3926.767803 L250.911.67611.375.3040.640.090.26.3560.52.086.27526.552 706.30826.2531837.7 L260.911.79811.2045.2340.640.090.26.260.52.086.21225.954 705.95424.1121687.8 L270.911.97210.5215.1640.640.090.25.6470.52.085.80722.269 合计10370.1 管管道道土土方方计计算算表表 D=1000III级砼管150180砂基 井位井距L管径D 设计地面高 程H1 现况地面 高程H2 设计管底 高程H3 路面结构 厚度h 管皮厚度 t 砂基厚度 c1 挖深H 平均挖深 H均 管基a 槽底宽度 B1=D+2a+2t 槽上口宽度 B2=B1+H*0.3 3*2 挖方断面积 S=(B1+B2)*0 .5*H 平均挖方断 面积 挖方体积V=S 均*L L27 40 111.97210.5215.0640.640.10.25.757 5.893 0.52.2623.604 24.428977.1 L28111.88710.7525.0240.640.10.26.0280.52.26.17825.251 705.93424.6771727.4 L29111.67710.4944.9540.640.10.25.840.52.26.05424.102 68.76.13625.9491782.7 L30111.69711.0164.8850.640.10.26.4310.52.26.44427.795 706.41827.7121939.8 L31111.91610.924.8150.640.10.26.4050.52.26.42727.628 21.36.40227.609588.1 L32111.98210.8934.7940.640.10.26.3990.52.26.42327.589 706.40827.6451935.2 L33112.02810.844.7240.640.10.26.4160.52.26.43527.701 506.38427.4931374.7 L34111.87810.7254.6740.640.10.26.3510.52.26.39227.284 706.55928.6412004.9 L35111.66811.0714.6040.640.10.26.7670.52.26.66629.998 616.7529.8821822.8 L36111.66110.9754.5430.640.10.26.7320.52.26.64329.766 706.77330.03921