1、序號管徑工作面壁厚基槽底寬砂基礎高管道截面坡度系數砂基礎截面回填砂截面基礎形式DatBc1c2mmmmmmm2m2m210.30.40.011.120.10.080.08040.670.20761.036812020.40.40.011.220.10.120.13850.670.27381.228512030.40.40.011.220.10.240.13850.670.44511.0572180說明:管頂以上0.4米以下全部回填砂雨水管道計算(按自然標高挖,設計標高填)2/14123456789121314161718192021222324序序號號樁樁號號管管長長自自然然地地面面標標高高管

2、管內內底底高高設設計計路路面面標標高高埋埋深深管管徑徑井井號號管管壁壁t 挖挖深深最最終終井井深深管管道道基基礎礎C1+墊墊層層挖挖土土平平均均深深度度放放坡坡系系數數基基底底寬寬基基座座模模板板基基礎礎形形式式挖挖土土總總體體積積m3每米放坡不放坡W1-W6W1-W61014.88213.37914.8821.500.4W1 (1000)0.001.701.700.202363515.18213.69415.1821.490.4W2 (1000)0.001.691.690.201.6960.751.100.5619.60180140.7465.2837134.915.66814.00815.

3、6681.660.4W3 (1000)0.001.861.860.201.7740.751.100.5619.54180150.4868.104972616.69715.30816.6971.390.4W4(700)0.001.591.590.201.7250.751.100.5614.56180107.3149.32513942.518.76917.43318.7691.340.4W5(700)0.001.541.540.201.5630.751.100.5623.80180150.8773.056176.11436.720.00818.53420.0081.470.4W6(1000)0.0

4、01.671.670.201.6050.751.100.5620.55180135.7064.79W7-W14W7-W14726220.49119.00720.4911.480.4W7(1000)0.001.681.680.200.7582923520.36218.90220.3621.460.4W8(1000)0.001.661.660.201.6720.751.100.5619.60180137.7664.3793223020.18418.81220.1841.370.4W9(1000)0.001.571.570.201.6160.751.100.5616.80180112.0953.33

5、103513019.51917.91219.5191.610.4W10(1000)0.001.811.810.201.6900.751.100.5616.80180119.9855.75113752418.78217.19218.7821.590.4W11(1000)0.001.791.790.201.7990.751.100.5613.44180105.7047.48124113617.66716.11217.6671.560.4W12(700)0.001.761.760.201.7730.751.100.5620.16180155.0270.19134413016.73915.21216.

6、7391.530.4W13(1000)0.001.731.730.201.7410.751.100.5616.80180125.6557.451447735.415.69614.14915.6961.550.4W14(1000)0.001.751.750.201.7370.751.100.5619.82180147.7467.64W16-W23W16-W231652815.43114.07815.4311.350.4W16(1000)0.001.551.550.200.7770.751756739.615.38813.99815.3881.390.4W17(1000)0.001.591.590

7、.201.5720.751.100.5622.18180141.8068.451859830.615.40013.93715.4001.460.4W18(1000)0.001.661.660.201.6270.751.100.5617.14180115.4654.75196182015.37813.89715.3781.480.4W19(1000)0.001.681.680.201.6720.751.100.5611.2018078.7236.782063012.215.35513.87315.3551.480.4W20(1000)0.001.681.680.201.6820.751.100.

8、566.8318048.4422.57216572815.52313.81715.5231.710.4W21(1000)0.001.911.910.201.7940.751.100.5615.68180122.8455.26226903215.85813.75315.8582.110.4W22(1000)0.002.312.310.202.1060.751.100.5617.92180180.5174.112371929.316.30113.66516.3012.640.4W23(1000)0.002.842.840.202.5710.751.100.5616.41180228.0582.85

9、W3-W3W3-W3雨水管道計算(按自然標高挖,設計標高填)3/14123456789121314161718192021222324序序號號樁樁號號管管長長自自然然地地面面標標高高管管內內底底高高設設計計路路面面標標高高埋埋深深管管徑徑井井號號管管壁壁t 挖挖深深最最終終井井深深管管道道基基礎礎C1+墊墊層層挖挖土土平平均均深深度度放放坡坡系系數數基基底底寬寬基基座座模模板板基基礎礎形形式式挖挖土土總總體體積積m3每米放坡不放坡17115.66814.10815.6681.560.3W3(1000)0.001.761.760.20271915.66814.00815.6681.660.3W3

10、(1000)0.001.861.860.201.8100.751.000.565.0418038.4016.29W4-W4W4-W419716.69715.40816.6971.290.3W4(700)0.001.491.490.2029616.69715.30816.6971.390.3W4(700)0.001.591.590.201.5390.751.000.563.3618019.899.23W5-W5W5-W5113918.76917.53318.7691.240.3W5(700)0.001.441.440.202139918.76917.43318.7691.340.3W5(700)

11、0.001.541.540.201.4860.751.000.565.0418028.2813.37W6-W6W6-W61176.11420.00818.63420.0081.370.3W6(1000)0.001.571.570.202176.1141020.00818.53420.0081.470.3W6(1000)0.001.671.670.201.6240.751.000.565.6018036.0216.24W8-W8W8-W8129220.36219.00220.3621.360.3W8(1000)0.001.561.560.202292720.36218.90220.3621.46

12、0.3W8(1000)0.001.661.660.201.6100.751.000.563.9218024.8811.27W12-W12-W12W12-W12-W12141117.66716.21217.6671.460.3W12(700)0.001.661.660.2024116.517.66716.11217.6671.560.3W12(700)0.001.761.760.201.7050.751.000.563.6418025.2511.083411417.66716.21217.6671.460.3W12(700)0.001.661.660.201.7050.751.000.562.2

13、418015.546.82W18-W18W18-W18159815.40014.03715.4001.360.3W18(1000)0.001.561.560.202598815.40013.93715.4001.460.3W18(1000)0.001.661.660.201.6130.751.000.564.4818028.5112.90W21-W21W21-W21165715.23013.91715.2301.310.3W21(1000)0.001.511.510.202657915.52313.81715.5231.710.3W21(1000)0.001.911.910.201.7100.

14、751.000.565.0418035.1115.39(W7-2)-(W7-1)-W7(W7-2)-(W7-1)-W7126220.17019.25120.1700.920.3W7(1000)0.001.121.120.20雨水管道計算(按自然標高挖,設計標高填)4/14123456789121314161718192021222324序序號號樁樁號號管管長長自自然然地地面面標標高高管管內內底底高高設設計計路路面面標標高高埋埋深深管管徑徑井井號號管管壁壁t 挖挖深深最最終終井井深深管管道道基基礎礎C1+墊墊層層挖挖土土平平均均深深度度放放坡坡系系數數基基底底寬寬基基座座模模板板基基礎礎形形式式

15、挖挖土土總總體體積積m3每米放坡不放坡22628.65520.17019.22520.1700.950.3W7(1000)0.001.151.150.201.1320.751.000.564.8518018.129.80326239.47720.49119.00720.4911.480.3W7(1000)0.001.681.680.201.4150.751.000.5622.11180115.0855.84合合計計394.152889.941309.761000重型井蓋污水井18座W1、W2、W3、W6、W6-1、W7、W7-1、W8、W9、W10、W11、W13、W14、W16、W18、W1

16、9、W20、W21-1、1000輕型井蓋污水井8座W3-1、W7-2、W8-1、W12-1、W18-1、W21、W22、W23700重型井蓋污水井6座W4、W5、W5-1、W12、W12-2、W17、700輕型井蓋污水井1座W4-1、雨水管道計算(按自然標高挖,設計標高填)5/14123序序號號樁樁號號管管長長W1-W6W1-W6102363537134.949726513942.56176.11436.7W7-W14W7-W14726282923593223010351301137524124113613441301447735.4W16-W23W16-W23165281756739.618

17、59830.619618202063012.2216572822690322371929.3W3-W3W3-W325262730313233砼砼基基礎礎體體積積m3管管體體積積m3回回填填石石粉粉體體積積m3m3回回填填土土體體積積m3余余土土外外運運體體積積m3每米放坡不放坡放坡不放坡0.0000.004.4069.7266.6374.110.0000.004.3869.5276.5873.900.0000.003.2751.7952.2655.060.0000.005.3484.6660.8789.990.0000.004.6173.1057.9977.714.4069.7263.6474

18、.113.7759.7648.5663.533.7759.7656.4563.533.0147.8154.8850.824.5271.7178.7976.233.7759.7662.1363.534.4570.5172.7974.964.9778.8857.9583.853.8460.9550.6764.802.5139.8436.3742.351.5324.3022.6025.833.5255.7763.5559.294.0263.74112.7567.763.6858.36166.0062.04雨水管道計算(按自然標高挖,設計標高填)6/14123序序號號樁樁號號管管長長1712719W4

19、-W4W4-W4197296W5-W5W5-W5113921399W6-W6W6-W61176.1142176.11410W8-W8W8-W8129222927W12-W12-W12W12-W12-W12141124116.534114W18-W18W18-21-W21W21-W21165726579(W7-2)-(W7-1)-W7(W7-2)-(W7-1)-W7126225262730313233砼砼基基礎礎體體積積m3管管體體積積m3回回填填石石粉粉體體積積m3m3回回填填土土體體積積m3余余土土外外運運體體積積m3每米放坡不放坡放坡不放坡0.1781.600.6

20、413.5122.6515.750.1781.070.429.019.3910.500.6415.1112.5315.750.7116.7918.5217.500.4911.7612.6312.250.4610.9213.8811.380.286.728.547.000.5713.4314.5114.000.6415.1119.3615.75雨水管道計算(按自然標高挖,設計標高填)7/14123序序號號樁樁號號管管長長22628.655326239.477合合計計1000重型井蓋污水井18座1000輕型井蓋污水井8座700重型井蓋污水井6座700輕型井蓋污水井1座25262730313233砼

21、砼基基礎礎體體積積m3管管體體積積m3回回填填石石粉粉體體積積m3m3回回填填土土體體積積m3余余土土外外運運體體積積m3每米放坡不放坡放坡不放坡0.6114.532.9715.152.7966.3045.9969.082.6781.991362.841442.441447.5012345678912131416序序號號樁樁號號管管長長自自然然地地面面標標高高管管內內底底高高設設計計路路面面標標高高埋埋深深管管徑徑井井號號管管壁壁t 挖挖深深最最終終井井深深管管道道基基礎礎C1Y-1Y-7Y-1Y-7145029.08526.24629.0852.8391.0Y-10.103.093.090.

22、1524803028.92826.08928.9282.841.0Y-20.103.093.090.1535103028.66625.82728.6662.841.0Y-30.103.093.090.1545403028.10925.2728.1092.841.00.103.093.090.1528.10924.2728.1093.841.0Y-40.104.094.090.1555703027.28823.9727.2883.321.00.103.573.570.1527.28823.6727.2883.621.0Y-50.103.873.870.1566003026.42923.3726.

23、4293.061.00.103.313.310.1526.42923.0726.4293.361.0Y-60.103.613.610.157624.625.525.80022.9325.8002.871.0Y-70.103.123.120.15Y2-1Y-2Y-2-2Y2-1Y-2Y-2-21028.92826.10028.9282.830.6Y2-1(1250)0.062.992.990.1020228.92826.08928.9282.840.60.063.000.10301028.92826.13928.9282.790.6Y2-2(1250)0.062.952.950.10Y5-1Y-

24、5Y-5-2Y5-1Y-5Y-5-21027.64423.98027.6443.660.6Y5-1(1250)0.063.823.820.1020227.28823.97027.2883.320.60.063.480.10301227.64424.01027.6443.630.6Y5-2(1250)0.063.793.790.10雨雨水水口口連連接接管管1432.0001.0002.0001.000.30.041.121.120.08合合計計雨水管DN30043雨水井(1250)3M內1(輕型井蓋)Y2-1雨水管DN60026雨水井(1250)3M內1(重型井蓋)Y2-2雨水管DN800雨水井

25、(1250)4M內1(輕型井蓋)Y5-1雨水管 DN1000175.5雨水井(1250)4M內1(重型井蓋)Y5-2雨水井(1500)3.5M內2(輕型井蓋)Y2,3雨水井(1500)3.5M內1(重型井蓋)Y7雨水井(1500)4M內2(輕型井蓋)Y5,6雨水井(1500)4.5M內1(輕型井蓋)Y4偏溝單雨水井篦11(重型井蓋)拆除路面工程量DN30043M57.62DN60022M42.24DN100055.5M138.750.230781238.610.06168051718192021222324252627挖挖土土平平均均深深度度放放坡坡系系數數基基底底寬寬基基座座模模板板基基礎礎

26、形形式式挖挖土土總總體體積積m3砼砼基基礎礎體體積積m3管管體體積積m3每米放坡不放坡每米0.752.500.900.000.000.4540.000.003.0890.752.500.9027.00446.370.45413.6233.913.0890.752.500.9027.00446.370.45413.6233.913.0890.752.500.9027.00446.370.45413.6233.913.5890.752.500.900.000.000.4540.000.003.8290.752.500.9027.00616.930.45413.6233.913.7180.752.5

27、00.900.000.000.4540.000.003.5890.752.500.9027.00558.880.45413.6233.913.4590.752.500.900.000.000.4540.000.003.3650.752.500.9022.95430.980.45411.5828.832.9940.751.920.561.1212024.9411.500.1780.360.812.9740.751.920.565.60120123.4457.100.1781.784.073.6510.751.920.561.1212034.0114.020.1780.360.813.6360.7

28、51.920.566.72120202.7683.770.1782.144.881.1200.751.340.3515.05120104.9964.530.0723.104.87187.563436.0287.40213.8447.7230313233回回填填石石粉粉體體積積m3m3回回填填土土體體積積m3余余土土外外運運體體積積m3放坡不放坡放坡不放坡0.000.000.00168.22230.61215.76168.22230.61215.76168.22230.61215.760.000.000.00168.22401.17215.760.000.000.00168.22343.1221

29、5.760.000.000.00142.99247.59183.390.006.5117.257.6832.5685.0238.410.006.5126.337.6839.08156.6646.0977.0719.9585.041145.841988.941447.08污水管道計算(自然標高挖,設計標高填)11/1412345678911121316171819102324序號樁號管長自然地面標高管內底高設計路面標高埋深管徑井號井徑管壁t挖深最終井深管道基礎(砂墊層)挖土平均深度放坡系數基底寬基礎砂體積挖土總體積m3放坡不放坡一、W1-W1715438.33034.90038.3303.430

30、.4W110003.533.530.102843038.15034.70038.1503.450.4W210003.553.550.103.5400.751.203.83409.40127.44311429.537.69034.50037.6903.190.4W310003.293.290.103.4200.751.203.76379.85121.07414428.737.21034.31037.2102.900.4W410003.003.000.103.1450.751.203.66321.22108.31517428.836.72033.92036.7202.800.4W510002.90

31、2.900.102.9500.751.203.67289.93101.9562043036.24033.51036.2402.730.4W610002.832.830.102.8650.751.203.83287.83103.1472343035.72033.10035.7202.620.410002.722.720.102.7750.751.203.83273.1699.9035.72032.60035.7203.120.4W710003.223.220.102.9700.751.200.000.000.0082643034.94031.66034.9403.280.4W810003.383

32、.380.103.0500.751.203.83319.11109.80929430.733.89030.71033.8903.180.4W910003.283.280.103.3300.751.203.91378.00122.681032430.732.79029.75032.7903.040.4W1010003.143.140.103.2100.751.203.91355.51118.261135430.231.69028.81031.6902.880.4W1110002.982.980.103.0600.751.203.85322.98110.89123843030.59027.8703

33、0.5902.720.4W1210002.822.820.102.9000.751.203.83293.63104.401341427.429.65027.02029.6502.630.4W1310002.732.730.102.7750.751.203.49249.4991.241444427.829.16026.59029.1602.570.4W1410002.672.670.102.7000.751.203.54242.0790.0715452829.11026.47029.1102.640.4W1510002.742.740.102.7050.751.201.0269.8725.97二

34、、W1-1W1-2138.33034.93038.3303.400.4W1-110003.503.500.1025.538.33034.90038.3303.430.410003.530.103.5150.751.200.7074.1623.2039.538.33034.95038.3303.380.4W1-210003.483.480.103.5050.751.201.21127.4939.96三、W5-1W5136.72033.92036.7202.800.410002.902.900.10污水管道計算(自然標高挖,設計標高填)12/1412345678911121316171819102

35、324序號樁號管長自然地面標高管內底高設計路面標高埋深管徑井號井徑管壁t挖深最終井深管道基礎(砂墊層)挖土平均深度放坡系數基底寬基礎砂體積挖土總體積m3放坡不放坡2636.72034.31036.7202.410.4W5-110002.512.510.102.7050.751.200.7752.4019.48四、W8-1W8134.94031.66034.9403.280.4W8-110003.383.380.1025.534.94031.66034.9403.280.410003.380.103.3800.751.200.7069.4322.31五、W12-1W12130.59027.87030.5902.720.410002.822.820.1026.530.67028.24030.6702.430.4W12-110002.532.530.102.6750.751.200.8355.7520.87合合計計424.80054.1624571.269污水井(1000)3M內2(輕型井蓋)W5-1,W1