市政給排水土方量計算表格(含公式)

1、管道內(nèi)徑(mm)管道基礎類型管壁厚(mm)管道基礎突出寬度a管基寬度B管底以下砼厚度C1管底以上砼厚度C2基礎混凝土量m3/m模板面積m2150120258036080500.0410.26200120278041480630.050.286250120338047680790.060.318300120408054080950.0720.353501204590620901100.0940.4400120471006941001230.1180.446450120501007501001370.1320.474500120551108301101520.1610.52460012065130

2、9901301820.2280.6247001207010510501052100.2220.638001208012012001202400.290.729001209013513501352700.3680.81100012010015015001503000.4540.9110012011016516501653300.5490.99120012012018018001803600.6541.08135012013520320262034050.8271.216150012015022522502254501.0211.35165012016524824762484951.2371.48

3、6180012018027027002705401.4711.62200012020030030003006001.8161.8220012022033033003306602.1971.98240012023034535503457152.5072.12260012023535337763537682.7832.242280012025538340763838283.2512.422300012027541343764138883.7552.602漿漿砌砌塊塊石石明明渠渠經(jīng)經(jīng)濟濟指指標標計計算算表表格格寬度 高度 長度 埋深墻身參數(shù)渠底參數(shù)墻基參數(shù)墻基碎石墊層壓頂參數(shù)實際挖深開挖方式放坡系數(shù)

4、挖方回填擋土板,槽鋼,拉森樁碎石墻基砼墻頂寬度墻底寬度墻身坡度底厚與墻基距離短底高 長底高 寬度突出寬度厚度寬度 高度墻基鋼筋渠底塊石塊石側墻壓頂砼小木樁綜合單價52.55040.45 1.835 0.15 0.30.20.30.94.185 0.350.10.50.255.5不設支撐直挖0.75 30171227042251267175257137496518450桂海路渠渠箱箱經(jīng)經(jīng)濟濟指指標標計計算算表表格格井號1 井號2 孔數(shù) 寬度 高度 長度 埋深1 埋深2 墻厚墊層厚度換填厚度路面厚度實際挖深開挖方式放坡系數(shù)挖方50cm以上回填50cm以下回填擋土板,槽鋼,拉森樁墊層 碎石底板 頂板

5、 側墻 鋼筋 底模 側模頂模支架小木樁 攪拌樁單價-小木樁單價-攪拌樁14314.54.50.50.10.55.612mIII型拉森鋼板樁支護0.75444164133331112412102312317122413132783.63.60.350.10.54.55 放坡開挖0.752950653129603019110110110951556242344685764180010190799788891321593.63.60.350.10.54.55 擋土板支護0.7547027751887144762390206206223105111127247795411751366919075861

6、8256621323403.63.60.350.10.54.556m20a槽鋼支護0.75100561658403646213383344044047622423827201020204025127784643132844138100132603.63.60.350.10.54.559mIII型拉森鋼板樁支護0.75177529371216723147787884404248018036044341385860916830001132783.63.60.350.10.54.5512mIII型拉森鋼板樁支護0.7523073809262903019110110110951556242344685

7、7641800118469511445051321593.63.60.350.10.54.5512mIII型拉森鋼板樁支護0.7547027751887591623902062062231051111272477954117513669241495423330301323403.63.60.350.10.54.5512mIII型拉森鋼板樁支護0.751005616584036126513383344044047622423827201020204025127784651640534988869132603.63.60.350.10.54.55 不設支撐直挖 0.7517752937120231

8、47787884404248018036044341385709754678839132783.63.60.350.10.54.55 放坡開挖0.752950653129603019110110110951556242344685764180010190799788891321593.63.60.350.10.54.55 擋土板支護0.75470277518871447623902062062231051111272477954117513669190758618256621323403.63.60.350.10.54.556m20a槽鋼支護0.751005616584036462133833

9、44044047622423827201020204025127784643132844138100132603.63.60.350.10.54.559mIII型拉森鋼板樁支護0.75177529371216723147787884404248018036044341385860916830001132783.63.60.350.10.54.5512mIII型拉森鋼板樁支護0.75230738092629030191101101109515562423446857641800118469511445051321593.63.60.350.10.54.5512mIII型拉森鋼板樁支護0.7547

10、027751887591623902062062231051111272477954117513669241495423330301323403.63.60.350.10.54.5512mIII型拉森鋼板樁支護0.75100561658403612651338334404404762242382720102020402512778465164053498886976.88排水管道挖填計算表格井段每個季度更新一次右側單價數(shù)據(jù)挖運填河砂填中粗砂檔土板槽鋼拉森樁挖方27.90129.39179.718.48632.22903.434.09井號1井號2直徑管長(m)管道類型埋深1 埋深2平均設計埋深基

11、礎加深換填厚度路面厚度平均實際挖深放坡系數(shù)1:i(高:寬)開挖方式挖土方管道體積 基礎體積換填體積填河砂填中砂擋土板、槽鋼、拉森鋼板樁基礎模板污北20 污北19500587混凝土管道 3.223.183.200.1103.3650.75不設支撐直挖2832.52171.4694.510.001805.57760.980.00307.59污北19 污北18600498混凝土管道 3.183.123.150.1303.3450.33放坡開挖4760.64208.33113.540.003268.721170.04 0.00310.75污北18 污北17800129混凝土管道 3.123.13.11

12、0.1203.3100.33擋土板支護975.2593.3337.410.00509.72334.79853.9892.88污北18 污北171000160混凝土管道 3.123.13.110.1503.3600.33擋土板支護1356.90180.8672.640.00609.80493.601075.20144.00污北17 污北1640026混凝土管道 3.13.283.190.1003.3370.336m20a槽鋼支護140.384.983.070.0094.3637.9735.3111.60污北16 污北1540030混凝土管道 3.283.313.300.1003.4420.336

13、mIII型拉森鋼板樁支護167.075.753.540.00113.9743.8255.8013.38污北15 污北1440030混凝土管道 3.313.363.340.1003.4820.339mIII型拉森鋼板樁支護169.025.753.540.00115.9143.8283.7013.38污北14 污北1340040混凝土管道 3.363.443.400.1003.5470.3312mIII型拉森鋼板樁支護 229.567.664.720.00158.7658.42148.8017.84污北13 污北1240040混凝土管道 3.443.523.480.1003.6270.339mIV

14、型拉森鋼板樁支護234.747.664.720.00163.9458.42133.2017.84污北12 污北1140035塑料管道3.523.583.550.3003.8500.3312mIV型拉森鋼板樁支護202.134.4015.750.00139.1342.85155.400.00污北11 污北1040015塑料管道3.583.613.600.3003.8950.33不設支撐直挖70.111.885.400.0048.5114.320.000.00污北10 污北940030塑料管道3.613.663.640.3003.9350.33不設支撐直挖141.663.7710.800.0098

15、.4628.630.000.00污北9污北840040塑料管道3.663.623.640.3003.9400.33不設支撐直挖189.125.0214.400.00131.5238.180.000.00污北8污北740040塑料管道3.623.453.540.3003.8350.33不設支撐直挖184.085.0214.400.00126.4838.180.000.00污北7污北640040塑料管道3.453.143.300.3003.5950.33不設支撐直挖172.565.0214.400.00114.9638.180.000.00污北6污北540040塑料管道3.142.82.970.3

16、003.2700.33不設支撐直挖156.965.0214.400.0099.3638.180.000.00污北5污北440040塑料管道2.82.462.630.3002.9300.33不設支撐直挖140.645.0214.400.0083.0438.180.000.00污北4污北340040塑料管道2.462.162.310.3002.6100.33不設支撐直挖125.285.0214.400.0067.6838.180.000.00污北3污北240040塑料管道2.161.992.080.3002.3750.33不設支撐直挖114.005.0214.400.0056.4038.180.0

17、00.00污北2污北140040塑料管道1.991.931.960.3002.2600.33不設支撐直挖108.485.0214.400.0050.8838.180.000.00污南17 污南1640029塑料管道3.253.563.410.3003.7050.33不設支撐直挖128.933.6410.440.0087.1727.680.000.00污南16 污南1540040塑料管道3.563.543.550.3003.8500.33不設支撐直挖184.805.0214.400.00127.2038.180.000.00污南15 污南1440040塑料管道3.543.573.560.3003

18、.8550.33不設支撐直挖185.045.0214.400.00127.4438.180.000.00污南14 污南1340040塑料管道3.573.663.620.3003.9150.33不設支撐直挖187.925.0214.400.00130.3238.180.000.00污南13 污南1240040塑料管道3.663.763.710.3004.0100.33不設支撐直挖192.485.0214.400.00134.8838.180.000.00污南12 污南1140040塑料管道3.763.863.810.3004.1100.33不設支撐直挖197.285.0214.400.00139

19、.6838.180.000.00污南11 污南1040040塑料管道3.863.963.910.3004.2100.33不設支撐直挖202.085.0214.400.00144.4838.180.000.00污南10 污南940040塑料管道3.964.054.010.3004.3050.33放坡開挖451.285.0215.590.00374.6756.000.000.00污南9污南840040塑料管道4.0544.030.3004.3250.33擋土板支護259.505.0218.000.00187.5048.98346.000.00污南8污南740040塑料管道43.833.920.30

20、04.2150.336m20a槽鋼支護252.905.0218.000.00180.9048.9854.320.00污南7污南640040塑料管道3.833.553.690.3003.9900.336mIII型拉森鋼板樁支護239.405.0218.000.00167.4048.9874.400.00污南6污南540040塑料管道3.553.253.400.3003.7000.339mIII型拉森鋼板樁支護222.005.0218.000.00150.0048.98111.600.00污南5污南440040塑料管道3.252.953.100.3003.4000.3312mIII型拉森鋼板樁支護

21、 204.005.0218.000.00132.0048.98148.800.00污南4污南340040塑料管道2.952.672.810.3003.1100.339mIV型拉森鋼板樁支護186.605.0218.000.00114.6048.98133.200.00污南3污南240040塑料管道2.672.52.590.3002.8850.3312mIV型拉森鋼板樁支護173.105.0218.000.00101.1048.98177.600.00排水管道挖填計算表格井段每個季度更新一次右側單價數(shù)據(jù)挖運填河砂填中粗砂檔土板槽鋼拉森樁挖方27.90129.39179.718.48632.229

22、03.434.09井號1井號2直徑管長(m)管道類型埋深1 埋深2平均設計埋深基礎加深換填厚度路面厚度平均實際挖深放坡系數(shù)1:i(高:寬)開挖方式挖土方管道體積 基礎體積換填體積填河砂填中砂擋土板、槽鋼、拉森鋼板樁基礎模板污南2污南140040塑料管道2.52.462.480.3002.7800.33不設支撐直挖133.445.0214.400.0075.8438.180.000.00雨北14 雨北13 120048混凝土管道 2.482.422.450.1802.7500.33不設支撐直挖351.6578.1331.390.0080.56161.560.0051.84雨北13 雨北12 12

23、0020混凝土管道 2.422.422.420.1802.7200.33不設支撐直挖144.9232.5613.080.0031.9767.320.0021.60雨北12 雨北11 100025塑料管道2.222.42.310.3002.6100.33不設支撐直挖130.5019.6315.000.0040.5055.380.000.00雨北11 雨北10 100030塑料管道2.42.422.410.3002.7100.33不設支撐直挖162.6023.5518.000.0054.6066.450.000.00雨北10 雨北9100025塑料管道2.422.462.440.3002.7400

24、.33不設支撐直挖137.0019.6315.000.0047.0055.380.000.00雨北9雨北8100025塑料管道2.462.512.490.3002.7850.33不設支撐直挖139.2519.6315.000.0049.2555.380.000.00雨北8雨北780025塑料管道2.312.362.340.3002.6350.33不設支撐直挖118.5812.5613.500.0046.5845.940.000.00雨北7雨北680025塑料管道2.362.412.390.3002.6850.33不設支撐直挖120.8312.5613.500.0048.8345.940.000

25、.00雨北6雨北580025塑料管道2.412.462.440.3002.7350.33不設支撐直挖123.0812.5613.500.0051.0845.940.000.00雨北5雨北480027塑料管道2.462.512.490.3002.7850.33不設支撐直挖135.3513.5614.580.0057.5949.620.000.00雨北4雨北360024塑料管道2.312.342.330.3002.6250.33不設支撐直挖100.806.7811.520.0047.0435.460.000.00雨北3雨北260026塑料管道2.342.342.340.3002.6400.33不設

26、支撐直挖109.827.3512.480.0051.5838.410.000.00雨北2雨北160025塑料管道2.342.282.310.3002.6100.33不設支撐直挖104.407.0712.000.0048.4036.940.000.00雨北15 雨北16 50025塑料管道2.222.192.210.3002.5050.33不設支撐直挖81.414.919.750.0039.1627.590.000.00雨北16 雨北17 50025塑料管道2.192.12.150.3002.4450.33不設支撐直挖79.464.919.750.0037.2127.590.000.00雨北17

27、 雨北18 50024塑料管道2.122.050.3002.3500.33不設支撐直挖73.324.719.360.0032.7626.490.000.00雨北18 雨北19 50024塑料管道21.911.960.3002.2550.33不設支撐直挖70.364.719.360.0029.8026.490.000.00雨北19 雨北20 50024塑料管道1.911.841.880.3002.1750.33不設支撐直挖67.864.719.360.0027.3026.490.000.00雨北20 雨北21 50024塑料管道1.841.751.800.3002.0950.33不設支撐直挖65

28、.364.719.360.0024.8026.490.000.00雨北21 雨北22 80025塑料管道2.051.962.010.3002.3050.33不設支撐直挖103.7312.5613.500.0031.7345.940.000.00雨北22 雨北23 80025塑料管道1.961.911.940.3002.2350.33不設支撐直挖100.5812.5613.500.0028.5845.940.000.00雨北23 雨北24 80025塑料管道1.911.911.910.3002.2100.33不設支撐直挖99.4512.5613.500.0027.4545.940.000.00雨

29、北24 雨北25 80026塑料管道1.911.961.940.3002.2350.33不設支撐直挖104.6013.0614.040.0029.7247.780.000.00雨北25 雨北26 100016塑料管道2.162.212.190.3002.4850.33不設支撐直挖79.5212.569.600.0021.9235.440.000.00雨南22 15004混凝土管道 2.742.732.740.2253.1100.33不設支撐直挖37.6210.174.080.007.0816.280.005.40雨南22 雨南21 150012混凝土管道 2.732.92.820.2253.1

30、900.33不設支撐直挖115.7630.5212.250.0024.1348.850.0016.20雨南21 雨南20 150020混凝土管道 2.92.752.830.2253.2000.33不設支撐直挖193.5450.8720.420.0040.8281.420.0027.00雨南20 雨南19 150030混凝土管道 2.752.792.770.2253.1450.33不設支撐直挖285.3176.3030.630.0056.25122.140.0040.50雨南19 雨南18 150030混凝土管道 2.792.722.760.2253.1300.33不設支撐直挖283.9576.

31、3030.630.0054.89122.140.0040.50雨南18 雨南17 150038混凝土管道 2.722.912.820.2253.1900.33不設支撐直挖362.7195.6338.390.0075.61153.080.0050.76雨南17 雨南16 150014混凝土管道 2.912.642.780.2253.1500.33不設支撐直挖133.3635.6114.290.0026.4657.000.0018.90雨南16 雨南15 150045混凝土管道 2.642.872.760.2253.1300.33不設支撐直挖425.93114.4545.950.0082.3318

32、3.200.0060.75雨南15 雨南14 150031混凝土管道 2.872.842.860.2253.2300.33不設支撐直挖302.7978.8531.650.0066.09126.210.0041.85雨南14 雨南13 150027混凝土管道 2.842.832.840.2253.2100.33不設支撐直挖262.0968.6727.570.0055.93109.920.0036.45雨南13 雨南12 150025混凝土管道 2.832.822.830.2253.2000.33不設支撐直挖241.9263.5925.530.0051.03101.780.0033.75雨南12

33、雨南11 150025混凝土管道 2.822.852.840.2253.2100.33不設支撐直挖242.6863.5925.530.0051.79101.780.0033.75排水管道挖填計算表格井段每個季度更新一次右側單價數(shù)據(jù)挖運填河砂填中粗砂檔土板槽鋼拉森樁挖方27.90129.39179.718.48632.22903.434.09井號1井號2直徑管長(m)管道類型埋深1 埋深2平均設計埋深基礎加深換填厚度路面厚度平均實際挖深放坡系數(shù)1:i(高:寬)開挖方式挖土方管道體積 基礎體積換填體積填河砂填中砂擋土板、槽鋼、拉森鋼板樁基礎模板雨南11 雨南10 100025塑料管道2.352.3

34、62.360.3002.6550.33不設支撐直挖132.7519.6315.000.0042.7555.380.000.00雨南10 雨南9100025塑料管道2.362.42.380.3002.6800.33不設支撐直挖134.0019.6315.000.0044.0055.380.000.00雨南9雨南8100025塑料管道2.42.452.430.3002.7250.33不設支撐直挖136.2519.6315.000.0046.2555.380.000.00雨南8雨南780025塑料管道2.252.32.280.3002.5750.33不設支撐直挖115.8812.5613.500.0

35、043.8845.940.000.00雨南7雨南680025塑料管道2.32.352.330.3002.6250.33不設支撐直挖118.1312.5613.500.0046.1345.940.000.00雨南6雨南580025塑料管道2.352.42.380.3002.6750.33不設支撐直挖120.3812.5613.500.0048.3845.940.000.00雨南5雨南480025塑料管道2.42.452.430.3002.7250.33不設支撐直挖122.6312.5613.500.0050.6345.940.000.00雨南4雨南350025塑料管道2.152.182.170.

36、3002.4650.33不設支撐直挖80.114.919.750.0037.8627.590.000.00雨南3雨南250025塑料管道2.182.182.180.3002.4800.33不設支撐直挖80.604.919.750.0038.3527.590.000.00雨南2雨南150025塑料管道2.182.132.160.3002.4550.33不設支撐直挖79.794.919.750.0037.5427.590.000.00雨南23 雨南24 50026塑料管道2.632.52.570.3002.8650.33不設支撐直挖96.845.1010.140.0052.9028.700.000

37、.00雨南24 雨南25 50026塑料管道2.192.12.150.3002.4450.33不設支撐直挖82.645.1010.140.0038.7028.700.000.00雨南25 雨南26 60026塑料管道2.22.132.170.3002.4650.33不設支撐直挖102.547.3512.480.0044.3038.410.000.00雨南26 雨南27 60026塑料管道2.132.042.090.3002.3850.33不設支撐直挖99.227.3512.480.0040.9838.410.000.00雨南27 雨南28 60026塑料管道2.041.972.010.3002

38、.3050.33不設支撐直挖95.897.3512.480.0037.6538.410.000.00雨南28 雨南29 80025塑料管道1.971.891.930.3002.2300.33不設支撐直挖100.3512.5613.500.0028.3545.940.000.00雨南29 雨南30 80026塑料管道2.0922.050.3002.3450.33不設支撐直挖109.7513.0614.040.0034.8747.780.000.00雨南30 雨南31 80025塑料管道21.951.980.3002.2750.33不設支撐直挖102.3812.5613.500.0030.3845

39、.940.000.00雨南31 雨南32 80025塑料管道1.951.951.950.3002.2500.33不設支撐直挖101.2512.5613.500.0029.2545.940.000.00雨南32 雨南33 80024塑料管道1.9521.980.3002.2750.33不設支撐直挖98.2812.0612.960.0029.1644.100.000.00雨南33 雨南34 100015塑料管道2.22.252.230.3002.5250.33不設支撐直挖75.7511.789.000.0021.7533.230.000.0026001混凝土管道 7.57.57.500.3538.

40、0880.33不設支撐直挖37.977.402.780.0019.558.230.002.2428001混凝土管道 7.57.57.500.3838.1380.33不設支撐直挖40.158.603.250.0019.468.840.002.4230001混凝土管道 7.57.57.500.4138.1880.339mIV型拉森鋼板樁支護44.829.893.760.0020.3910.783.332.60說明：1、注意選擇管材類型，否則將影響工作位的選擇以及基礎體積，模板，模板是混凝土管道才有，基礎體積對于混凝土管道只要知道管徑也是確定的 2、根據(jù)圖紙輸入設計標高、管底標高得出設計埋深 3、根

41、據(jù)實際輸入基礎加深、換填厚度、路面厚度，其中基礎加深如果為混凝土則自動計算，如為塑料管、金屬管則默認為0.3m，如果實際不是0.3m,則可將公式中的0.3m改為相應值 4、開挖方式因每次設計的原則不盡相同，一般第一種為3.5m以下埋深不作建議，3.5m-5.0m采用9米III型拉森鋼板樁，5.0m以上采用12米III型拉森鋼板樁。第二種為2.5m-3.5m采用20a槽鋼支護， 3.5m-5.0m采用9米III型拉森鋼板樁，5.0m以上采用12米III型拉森鋼板樁，開挖方式通過自動篩選功能按照平均實際挖深批量選擇修改開挖方式，適應不同的開挖方式。 5、擋土板、槽鋼、拉森鋼板樁的工程量自動統(tǒng)計，但

42、要通過自動篩選功能按照開挖方式確認擋土板、槽鋼、拉森鋼板樁各自的量。 7、綜合單價根據(jù)選擇的開挖方式自動計算，不用另外調(diào)整，只要確定開挖方式就行了。 8、表格“混凝土管道數(shù)據(jù)（不能刪）”作為數(shù)據(jù)源不能改動或刪除，土方計算表中要對這些數(shù)據(jù)引用，刪除將影響土方及相關數(shù)據(jù)的計算。 9、綠色部分為需要手工輸入內(nèi)容的部分，黃色部分只是在塑料管道基礎厚度不是30cm時才將公式中的0.3改為相應的數(shù)值。排水管道挖填計算表格井段每個季度更新一次右側單價數(shù)據(jù)挖運填河砂填中粗砂檔土板槽鋼拉森樁挖方27.90129.39179.718.48632.22903.434.09井號1井號2直徑管長(m)管道類型埋深1 埋

43、深2平均設計埋深基礎加深換填厚度路面厚度平均實際挖深放坡系數(shù)1:i(高:寬)開挖方式挖土方管道體積 基礎體積換填體積填河砂填中砂擋土板、槽鋼、拉森鋼板樁基礎模板排水管道挖填計算表格井段每個季度更新一次右側單價數(shù)據(jù)挖運填河砂填中粗砂檔土板槽鋼拉森樁挖方27.90129.39179.718.48632.22903.434.09井號1井號2直徑管長(m)管道類型埋深1 埋深2平均設計埋深基礎加深換填厚度路面厚度平均實際挖深放坡系數(shù)1:i(高:寬)開挖方式挖土方管道體積 基礎體積換填體積填河砂填中砂擋土板、槽鋼、拉森鋼板樁基礎模板排水管道挖填計算表格原土回填借土回填5.4343.44新建單價拆除單價4

44、49397.3835974.38766018.2656216.90169105.1929496.22225329.0141380.7545271.9623931.2077693.2952316.17103204.3877540.34171875.12137034.75158596.00122990.51171734.56142999.6910805.36914.2121837.221842.1129154.052458.4428361.312410.4826549.332300.8724095.602152.4321528.631997.1519112.651851.0017338.42174

45、3.6716470.181691.1519850.371704.5528474.562417.3328512.302419.6128965.302447.0229682.542490.4130437.532536.0831192.532581.7571131.364993.1546695.749644.3173605.7437529.62104355.3370274.17135226.08103716.21166002.45137152.53149172.10122893.46187160.97162877.30排水管道挖填計算表格原土回填借土回填5.4343.44新建單價拆除單價20396.

46、141928.6449267.507061.5720276.712927.1118832.132416.3623542.302956.7219854.522478.2120208.422499.6217590.002012.3317943.902033.7418297.802055.1420143.842242.6815270.561580.0216641.251717.6315812.461640.1512297.241271.8511990.531253.3011044.701174.9610578.491146.7610185.891123.019793.301099.2615254.2

47、41871.0314758.781841.0614581.831830.3515349.131914.7011423.401508.414891.52841.6315131.182552.5125313.764259.9437185.836342.4336971.796329.4947411.037997.8717386.682961.8255457.699494.2339678.686629.6734302.015758.6931642.215324.9331761.125332.12排水管道挖填計算表格原土回填借土回填5.4343.44新建單價拆除單價19186.042437.771938

48、2.652449.6619736.552471.0717165.321986.6417519.222008.0417873.122029.4518227.022050.8612092.761259.4812169.441264.1212041.651256.3914703.041438.5112470.151303.4315496.181648.3614972.721616.6914449.261585.0314723.391838.9216158.861963.6815041.901858.1814864.951847.4814440.231783.8610898.191425.555068

49、.34706.655226.75784.128834.893897.90 3、根據(jù)實際輸入基礎加深、換填厚度、路面厚度，其中基礎加深如果為混凝土則自動計算，如為塑料管、金屬管則默認為0.3m，如果實際不是0.3m,則可將公式中的0.3m改為相應值 4、開挖方式因每次設計的原則不盡相同，一般第一種為3.5m以下埋深不作建議，3.5m-5.0m采用9米III型拉森鋼板樁，5.0m以上采用12米III型拉森鋼板樁。第二種為2.5m-3.5m采用20a槽鋼支護， 3.5m-5.0m采用9米III型拉森鋼板樁，5.0m以上采用12米III型拉森鋼板樁，開挖方式通過自動篩選功能按照平均實際挖深批量選擇修改

50、開挖方式，適應不同的開挖方式。 5、擋土板、槽鋼、拉森鋼板樁的工程量自動統(tǒng)計，但要通過自動篩選功能按照開挖方式確認擋土板、槽鋼、拉森鋼板樁各自的量。 7、綜合單價根據(jù)選擇的開挖方式自動計算，不用另外調(diào)整，只要確定開挖方式就行了。 8、表格“混凝土管道數(shù)據(jù)（不能刪）”作為數(shù)據(jù)源不能改動或刪除，土方計算表中要對這些數(shù)據(jù)引用，刪除將影響土方及相關數(shù)據(jù)的計算。 9、綠色部分為需要手工輸入內(nèi)容的部分，黃色部分只是在塑料管道基礎厚度不是30cm時才將公式中的0.3改為相應的數(shù)值。雙管埋設兩管平均值 橫斷面參數(shù)管徑1管徑2井號1井號2管徑1管徑2管道長度管中間距工作位溝槽底寬起點深度止點深度起點深度止點深度

51、平均埋深24001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.

52、505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.

53、5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.50

54、5.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.58

55、24001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.58墊層厚度換填厚度路面厚度實際挖深放坡系數(shù)開挖方式挖土方基礎體積換填體積填河砂填中砂0.300.500.704.680.756m20a槽鋼支護2784.60178.50297.5065.561614.260.300.500.704.680.756m20a槽鋼支護2784.60178.50297.5065.561614.260.300.500.704.680.756m20a槽鋼支護2784.60178.50297.5065.561614.260.300.500.704.680.756m20a槽鋼支護2784.60178.50297.5065.561614.260.300.500.704.680.75