堤防工程施工工程施工量计算.pdf

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1、-.优选-目 录1 计算说明 1 2 分项工程量计算1 2.1 土方开挖计算1 2.2 土方回填计算8 2.3 堤身填筑量计算8 2.4 M7.5 浆砌石计算15 2.5 抛填块石计算21 2.6 泥结石路面计算24 2.7 草皮护坡计算31 2.8 C25 素混凝土方量计算38 2.9 C25 钢筋混凝土方量、钢筋量计算39 2.10 防渗粘土量计算41 3 工程量计算结果汇总42-.优选-1 计算说明本计算为江川县星云湖综合治理南岸防洪堤续建工程可研阶段工程量计算，工程等级为级，工程量计算按照 水利水电工程设计工程量计算规定SL328-2005 进展，本阶段工程量阶段系数按照 水利水电工程

2、设计工程量计算规定SL328-2005中表 1.0.4 取用，工程量计算方法采用断面平均法。2 分项工程量计算2.1 土方开挖计算2.1.1 堤身土方开挖计算计算公式为：V=(A1+A2)*(L2-L1)/2，L1、L2-前、后里程mA1、A2-前、后里程对应断面开挖面积m2V-前、后里程间的开挖方量m3计算断面如下局部：-.优选-1+1002+0004+0003+0005+0006+0007+0008+0002.194m20.735m21.887m20.735m23.624m20.640m20.735m20.735m20.948m20.460m20.579m25.840m21.015m20.

3、889m291005500170018247900130018241719172718241424940032242889计算表格如下：-.优选-桩号间距L(m)AAV(m3)0+2003.490+3002.000+4001.660+5001.490+6003.470+7002.260+8002.440+9004.601+1002.191+2003.921+3001.541+4001.391+5002.24100.002.75274.50100.001.83183.00100.001.58157.50100.002.48248.20100.002.87286.70100.002.35235.0

4、0100.003.52352.00200.003.40679.40100.003.06305.60100.002.73272.90100.001.47146.50100.001.82181.60100.001.64163.60桩号间距L(m)AAV(m3)1+6001.031+7006.101+8001.411+9002.872+0002.622+1002.462+2005.512+3001.412+4001.352+5000.952+6001.462+8001.262+9001.31100.003.57356.70100.003.76375.70100.002.14213.90100.002

5、.74274.40100.002.54254.00100.003.99398.70100.003.46346.20100.001.38138.00100.001.15115.00100.001.21120.50200.001.36272.00100.001.29128.50土方开挖土方开挖续表：-.优选-3+0001.383+0411.783+1001.073+2000.643+2800.713+4001.453+6003.283+7001.273+8001.543+9001.394+0004.364+1002.544+2001.30100.001.35134.5041.001.5864.78

6、59.001.4384.08100.000.8585.2580.000.6753.80120.001.08129.60200.002.37473.00100.002.28227.50100.001.41140.50100.001.47146.50100.002.88287.50100.003.45344.95100.001.92191.95桩号间距L(m)AAV(m3)4+3001.234+4001.434+6001.644+7002.974+8001.414+9000.785+0001.685+1001.155+2001.435+3001.495+4001.395+5002.755+6001

7、.38100.001.27126.50100.001.33133.00200.001.54307.00100.002.31230.50100.002.19219.00100.001.10109.50100.001.23123.00100.001.42141.50100.001.29129.00100.001.46146.00100.001.44144.00100.002.07207.00100.002.07206.50桩号间距L(m)AAV(m3)土方开挖土方开挖-.优选-续表：-.优选-5+7001.215+8001.696+0001.046+1001.236+2001.576+3005.1

8、56+3327.096+4001.906+50010.366+5615.046+6003.346+7002.046+7415.22100.001.30129.50100.001.45145.00200.001.37273.00100.001.14113.50100.001.40140.00100.003.36335.8032.006.12195.7868.004.50305.66100.006.13612.7561.007.70469.5539.004.19163.37100.002.69268.9041.003.63148.89桩号间距L(m)AAV(m3)工程量6+8008.026+900

9、3.447+0001.907+1003.957+2005.577+3001.577+4001.467+5002.357+6000.877+7001.427+8003.867+9002.818+0005.8459.006.62390.79100.005.73573.30100.002.67267.10100.002.93292.50100.004.76475.95100.003.57356.95100.001.52151.50100.001.91190.50100.001.61161.00100.001.15114.50100.002.64264.00100.003.34333.60100.00

10、4.33432.6018372.49桩号间距L(m)AAV(m3)土方开挖土方开挖-.优选-堤身土方开挖总量为：18372m3.2.1.2 涵洞、集水井土石方开挖计算计算公式为：V=A*L*n，L 开挖断面长度mA-开挖断面面积m2n-构造个数V-开挖方量m3计算断面如下：涵洞断面：4.484m295430761061A=4.484 m2，L=11.5 m,n=35 V=1806 m3集水井断面5.5m225602149A=5.5 m2，L=2.3 m,n=11 V=m3 2.1.3 防渗处理土方开挖计算计算公式为：V=A*L，L 防渗处理长度m-.优选-A-开挖断面面积m2V-开挖方量m3计

11、算断面如下：250023907.339m2A=7.339 m2，L=3800m V=27887 m3 2.1.4 土方开挖计算结果汇总土方开挖量为：48204 m32.2 土方回填计算计算公式为：V=A1*L1+A2*L2，L 1、L2 迎水面、背水面回填段长度mA 1、A2 迎水面、背水面回填断面面积m2V-开挖方量m3计算断面如下：0.125m20.18m2A1=0.125 m2，A2=0.18m2，L1=4963m，L2=8081m，V=2075 m3 2.3 堤身填筑量计算计算公式为：V=(A1+A2)*(L2-L1)/2，L1、L2-前、后里程m-.优选-A1、A2-前、后里程对应断

12、面填筑面积m2V-前、后里程间的填筑方量m3计算断面如下局部：0+8002+0004+0003+0005+0006+0007+1007+7000.774m20.100m21.250m20.167m22.555m22.958m20.630m21.780m2770010001160013339000480084006100计算表格如下：见下页-.优选-桩号间距L(m)AAV(m3)0+1000.000+2000.580+3000.860+4001.490+5001.850+6000.000+7000.000+8000.770+9000.541+0000.001+2000.001+3003.4110

13、0.000.2928.90100.000.7272.00100.001.17117.40100.001.67166.95100.000.9392.65100.000.000.00100.000.3938.70100.000.6665.70100.000.2727.00200.000.000.00100.001.70170.25100.002.01200.75桩号间距L(m)AAV(m3)1+4000.611+5000.001+7000.001+8001.141+9000.002+0000.102+1000.042+2000.002+3001.922+4000.452+5000.972+6002

14、.56100.000.3130.50200.000.000.00100.000.5757.00100.000.5757.00100.000.055.00100.000.077.00100.000.022.00100.000.9696.00100.001.18118.40100.000.7170.90100.001.76176.25100.001.28127.75堤身填筑堤身填筑-.优选-续表：-.优选-桩号间距L(m)AAV(m3)2+7000.002+8001.972+9001.243+0002.563+1000.673+2004.363+2803.623+4004.063+5000.003

15、+6000.003+7001.303+8004.473+9001.02100.000.9998.60100.001.61160.80100.001.90189.95100.001.61161.30100.002.52251.7080.003.99319.36120.003.84460.86100.002.03203.00100.000.000.00100.000.6565.00100.002.89288.50100.002.75274.50桩号间距L(m)AAV(m3)4+0000.174+1000.004+2000.644+3002.314+4005.304+5000.004+6006.00

16、4+7005.364+8002.434+9001.365+0001.255+1001.65100.000.5959.35100.000.088.35100.000.3231.90100.001.47147.25100.003.80380.35100.002.65265.00100.003.00299.95100.005.68567.95100.003.90389.50100.001.90189.50100.001.31130.50100.001.45145.00堤身填筑堤身填筑-.优选-续表：-.优选-桩号间距L(m)AAV(m3)5+2000.635+3002.725+4006.265+50

17、04.005+6001.995+7000.235+8004.545+9000.006+0002.966+1000.006+2001.876+3000.00100.001.14113.90100.001.67167.25100.004.49448.90100.005.13512.80100.002.99299.15100.001.11110.90100.002.39238.55100.002.27227.05100.001.48147.90100.001.48147.90100.000.9493.65100.000.9493.65桩号间距L(m)AAV(m3)工程量6+5000.006+5610

18、.526+7000.236+8000.007+0000.007+1000.637+3003.607+4001.887+5000.627+6001.867+7001.787+8000.00200.000.000.0061.000.2615.95139.000.3751.99100.000.1111.25200.000.000.00100.000.3231.50200.002.12423.20100.002.74274.10100.001.25124.85100.001.24124.05100.001.82182.20100.000.8989.0010745.96堤身填筑堤身填筑-.优选-堤身填筑

19、方总量为：10746m3 2.4 M7.5 浆砌石计算2.4.1 湖堤迎水面浆砌石护坡计算计算公式为：V=(A1+A2)*(L2-L1)/2，L1、L2-前、后里程mA1、A2-前、后里程对应断面浆砌石面积m2V-前、后里程间的浆砌石方量m3计算断面如下局部：1+1002+0004+0003+0005+0006+0007+0008+0000.550m2 0.20m2 0.818m2 0.46m2 0.818m2 0.997m2 0.20m2 0.696m2 1900500120025002000240017265001:21:21:21:21:2-.优选-计算表格如下：见下页-.优选-桩号间距

20、L(m)AAV(m3)0+0000.200+2000.200+3000.220+4000.610+5000.590+6000.200+7000.550+8000.550+9000.551+1000.551+2000.551+3000.481+4000.521+5000.55200.000.2040.00100.000.2121.20100.000.4241.80100.000.6060.15100.000.4039.55100.000.3837.50100.000.5555.00100.000.5555.00200.000.55110.00100.000.5555.00100.000.5151

21、.35100.000.5049.85100.000.5453.50护面浆砌石桩号间距L(m)AAV(m3)1+6000.551+7000.551+8000.551+9000.202+0000.202+1000.552+2000.202+3000.552+4000.202+5000.552+6000.422+8000.432+9000.46100.000.5555.00100.000.5555.00100.000.5555.00100.000.3837.50100.000.2020.00100.000.3837.50100.000.3837.50100.000.3837.50100.000.38

22、37.50100.000.3837.50100.000.4948.55200.000.4284.70100.000.4444.30100.000.4646.00护面浆砌石-.优选-续表：桩号间距L(m)AAV(m3)3+0000.463+0410.203+1000.203+2000.553+2800.553+4000.513+6000.203+7000.203+8000.903+9000.204+0000.824+1000.204+2000.2041.000.3313.5359.000.2011.80100.000.3837.5080.000.5544.00120.000.5363.60200

23、.000.3671.00100.000.2020.00100.000.5555.15100.000.5555.15100.000.5150.90100.000.5150.90100.000.2020.00100.000.3837.50护面浆砌石桩号间距L(m)AAV(m3)4+3000.554+4000.784+6000.734+7001.004+8000.554+9000.555+0000.825+1000.205+2000.205+3000.465+4000.975+5000.645+6000.665+7000.20100.000.6766.70200.000.76151.30100.00

24、0.8686.30100.000.7777.35100.000.5555.00100.000.6868.40100.000.5150.90100.000.2020.00100.000.3333.15100.000.7171.45100.000.8080.25100.000.6564.80100.000.4342.85护面浆砌石-.优选-续表：-.优选-桩号间距L(m)AAV(m3)5+8000.826+0001.006+1000.206+2000.426+3000.206+3320.556+4000.436+5000.206+5610.556+6000.206+7000.556+7410.55

25、6+8000.46100.000.5150.90200.000.91181.50100.000.6059.85100.000.3130.90100.000.3130.9032.000.3812.0068.000.4933.25100.000.3131.4061.000.3822.8839.000.3814.63100.000.3837.5041.000.5522.5559.000.5129.80100.000.5150.50护面浆砌石桩号间距L(m)AAV(m3)工程量6+9000.557+0000.707+1000.737+2000.557+3000.557+4000.547+5000.55

26、7+6000.557+7000.577+8000.557+9000.558+0000.208+0620.20100.000.6262.30100.000.7171.25100.000.6463.95100.000.5555.00100.000.5454.40100.000.5454.40100.000.5555.00100.000.5656.20100.000.5656.20100.000.5555.00100.000.3837.5062.000.2012.403943.08护面浆砌石湖堤迎水面浆砌石护坡方量为：3943m3-.优选-2.4.2 沿湖堤浆砌石排水沟方量计算计算公式为：V=A*L

27、，L 排水沟总长度mA 浆砌石衬砌断面面积m2V-浆砌石方量m3计算断面如下：0.4496m2A=0.4496 m2，L=8081m，衬砌厚度 30cm V=3633 m3 2.4.3 湖堤局部浆砌石整治方量计算湖堤局部浆砌石整治方量初步估计为：34 m32.4.4 M7.5浆砌石方量汇总M7.5 浆砌石方量为：7610m32.5 抛填块石计算计算公式为：V=(A1+A2)*(L2-L1)/2，L1、L2-前、后里程mA1、A2-前、后里程对应抛填块石面积m2V-前、后里程间的抛填块石方量m3计算断面如下局部：-.优选-0+8001+6002+5003+2806+7417+6000.415m2

28、 0.869m2 2.779m2 0.587m2 0.722m2 0.825m2 143020271850255711251500计算表格如下：见下页-.优选-桩号间距L(m)AAV(m3)工程量0+6500.280+7000.280+8000.420+9000.201+1000.561+2000.531+2500.5350.000.2814.10100.000.3534.85100.000.3130.95200.000.3876.50100.000.5454.4050.000.5326.35237.15桩号间距L(m)AAV(m3)工程量1+4500.341+5000.341+6000.87

29、1+7000.131+7500.1350.000.3417.20100.000.6160.65100.000.5049.9550.000.136.50134.30桩号间距L(m)AAV(m3)工程量2+1000.472+5000.59400.000.53210.60210.60抛石抛石抛石桩号间距L(m)AAV(m3)工程量3+1504.473+2004.473+2802.783+3502.7850.004.47223.3580.003.62289.8470.002.78194.53707.72桩号间距L(m)AAV(m3)工程量4+0000.384+3000.21300.000.2988.0

30、588.05抛石抛石-.优选-桩号间距L(m)AAV(m3)工程量6+3320.066+5610.456+7000.496+7410.726+9000.39229.000.2659.08139.000.4765.2641.000.6024.78159.000.5588.09237.21桩号间距L(m)AAV(m3)工程量7+3000.387+5000.277+6000.837+8000.417+9000.61200.000.3365.10100.000.5554.85200.000.4896.10100.000.5150.60266.65抛石抛石抛填块石方量 V=237.15 m3+134.3

31、0 m3+210.60 m3+707.72 m3+88.05 m3+237.21 m3+266.65 m3=1882m3 2.6 泥结石路面计算计算公式为：V=(C1+C2)*(L2-L1)/2，L1、L2-前、后里程mC1、C2-前、后里程对应路面宽度mF-前、后里程间的泥结石路面面积m2计算断面如下局部：-.优选-1+1002+0004+0003+0005+0006+0007+0008+0008.500m路面4.900m路面11.600m路面7.100m路面4.800m路面9.000m路面12.200m路面8.800m路面计算表格如下：-.优选-桩号间距L(m)泥结石路面C(m)CF(m2

32、)0+0005.600+2005.600+3003.900+40014.600+5005.500+6007.100+7003.100+8007.700+9007.601+1008.501+2006.501+3009.401+4005.601+5005.40200.005.601120.00100.004.75475.00100.009.25925.00100.0010.051005.00100.006.30630.00100.005.10510.00100.005.40540.00100.007.65765.00200.008.051610.00100.007.50750.00100.007.

33、95795.00100.007.50750.00100.005.50550.00桩号间距L(m)泥结石路面C(m)CF(m2)1+6007.501+7006.001+80010.101+9005.402+0004.902+1009.502+20011.702+3004.502+4004.402+5008.602+6007.902+8008.902+9005.70100.006.45645.00100.006.75675.00100.008.05805.00100.007.75775.00100.005.15515.00100.007.20720.00100.0010.601060.00100.

34、008.10810.00100.004.45445.00100.006.50650.00100.008.25825.00200.008.401680.00100.007.30730.00100.008.65865.00-.优选-续表：-.优选-桩号间距L(m)泥结石路面C(m)CF(m2)3+00011.603+0419.403+1006.603+20010.003+2808.203+4008.203+6007.703+70012.003+8008.003+90010.004+0007.104+1007.304+2006.3041.0010.50430.5059.008.00472.00100

35、.008.30830.0080.009.10728.00120.008.20984.00200.007.951590.00100.009.85985.00100.0010.001000.00100.009.00900.00100.008.55855.00100.007.20720.00100.006.80680.00100.007.45745.00桩号间距L(m)泥结石路面C(m)CF(m2)4+3008.604+4008.104+60010.704+7007.904+8007.404+9009.005+0009.005+1007.405+2005.705+3009.405+4007.705+

36、5007.105+6005.905+7007.90100.008.35835.00200.009.401880.00100.009.30930.00100.007.65765.00100.008.20820.00100.009.00900.00100.008.20820.00100.006.55655.00100.007.55755.00100.008.55855.00100.007.40740.00100.006.50650.00100.006.90690.00-.优选-续表：-.优选-桩号间距L(m)泥结石路面C(m)CF(m2)5+8006.606+0004.806+10010.306+

37、2007.806+3007.106+3326.006+4008.006+5009.606+5619.006+6008.606+7007.106+7417.006+8008.10100.007.25725.00200.005.701140.00100.007.55755.00100.009.05905.00100.007.45745.0032.006.55209.6068.007.00476.00100.008.80880.0061.009.30567.3039.008.80343.20100.007.85785.0041.007.05289.0559.007.55445.45100.008.8

38、5885.00桩号间距L(m)泥结石路面C(m)CF(m2)工程量6+9009.607+00012.207+1006.107+2007.807+3007.307+4007.707+5008.007+6008.507+7008.407+8007.107+9008.908+0008.808+0818.80100.0010.901090.00100.009.15915.00100.006.95695.00100.007.55755.00100.007.50750.00100.007.85785.00100.008.25825.00100.008.45845.00100.007.75775.00100

39、.008.00800.00100.008.85885.0081.008.80712.8060395.90-.优选-泥结石路面面积为：60396m22.7 草皮护坡计算计算公式为：V=(C1+C2)*(L2-L1)/2，L1、L2-前、后里程mC1、C2-前、后里程对应断面草皮护坡长度mF-前、后里程间的草皮护坡面积m2计算断面如下局部：1+1002+0004+0003+0005+0006+0007+0008+0001.118m1.789m2.236m1.118m2.012m1.423m1.789m1.565m1:21:21:21:21:21:21:21:2计算表格如下：-.优选-见下页-.优选

40、-桩号间距L(m)C(m)C F(m2)0+2002.240+3000.250+4001.920+5000.620+8000.100+9002.461+1001.121+3001.791+4001.121+5000.891+6000.891+7001.79100.001.24124.20100.001.09108.55100.001.27127.20300.000.36107.85100.001.28127.90200.001.79357.80200.001.45290.70100.001.45145.35100.001.01100.60100.000.8989.40100.001.34134

41、.15桩号间距L(m)C(m)C F(m2)1+8000.891+9000.672+0001.792+1001.572+2000.252+3001.572+4000.192+5001.342+6001.572+8001.162+9000.493+0001.12100.001.34134.15100.000.7878.25100.001.23123.00100.001.68167.70100.000.9190.80100.000.9190.80100.000.8887.50100.000.7676.35100.001.45145.35200.001.36272.20100.000.8282.30

42、100.000.8080.35草皮护坡草皮护坡-.优选-续表：-.优选-桩号间距L(m)C(m)CF(m2)3+0410.673+1000.243+2001.033+2800.913+4001.793+6001.343+7001.573+8001.033+9001.124+0002.244+1002.914+2000.1941.000.8936.6759.000.4626.87100.000.6363.2580.000.9777.20120.001.35161.64200.001.57313.10100.001.45145.35100.001.30129.75100.001.07107.401

43、00.001.68167.70100.002.57257.15100.001.55154.60100.001.32132.25桩号间距L(m)C(m)CF(m2)4+3002.464+4002.914+6002.684+7002.464+8000.674+9002.245+0002.015+1002.915+2002.915+3001.345+4001.635+5001.79100.002.68268.35200.002.80559.00100.002.57257.15100.001.57156.55100.001.45145.35100.002.12212.40100.002.46245.9

44、5100.002.91290.70100.002.12212.45100.001.49148.75100.001.71171.10100.001.26125.95草皮护坡草皮护坡-.优选-续表：-.优选-桩号间距L(m)C(m)CF(m2)5+6000.735+7001.345+8001.056+0001.426+2001.196+3321.176+4001.576+5612.016+6000.926+7002.016+7412.246+8003.34100.001.04103.60100.001.20119.50200.001.24247.10200.001.31261.20132.001.

45、18155.9668.001.3793.13161.001.79287.9539.001.4757.21100.001.47146.7041.002.1287.0859.002.79164.49100.002.56256.45桩号间距L(m)C(m)CF(m2)工程量6+9001.797+0001.577+1001.127+2001.347+3002.737+4002.017+5002.467+6001.347+7000.457+8001.127+9001.348+0001.79100.001.68167.70100.001.34134.15100.001.23123.00100.002.04

46、203.50100.002.37237.00100.002.24223.60100.001.90190.10100.000.8989.45100.000.7878.25100.001.23123.00100.001.57156.5511415.76草皮护坡草皮护坡-.优选-草皮护坡面积为：11416m22.8 C25素混凝土方量计算2.8.1 路缘石 C25素混凝土方量计算计算公式为：V=A*L，L 路缘石总长度mA 衬砌断面面积m2V-C25 混凝土方量m3计算断面如下：0.269m2A=0.269 m2，L=8081m V=2177 m3 0.08m2A=0.08 m2，L=8081m V

47、=645 m3 2.8.2 里程碑 C25素混凝土方量计算里程碑 C25素混凝土方量为：1.264 m32.8.3 C25素混凝土方量汇总C25素混凝土方量为：2823m3-.优选-2.9 C25钢筋混凝土方量、钢筋量计算2.9.1 桥涵 C25钢筋混凝土方量计算公式为：V=A*L，L 路缘石总长度mA 衬砌断面面积和m2V-C25 钢筋混凝土方量m3计算断面如下：(见下页)A1=m2，A2=m2，A3=m2，A4=m2，A5=m2，L=9m V=A1+A2+A3+A4+A5*L=321 m3-.优选-A1=6.96m2A2=4.64m2A3=8.56m2A4=12.48m2A5=3.04m2

48、720018004800180018001800180092001360028003000400040004000200040004000400030002.9.2 涵洞 C25钢筋混凝土方量计算公式为：V=A*L*n，L 单个涵洞长度mA 衬砌断面面积 m2n-构造个数V-C25 钢筋混凝土方量m3计算断面如下：-.优选-2.1677m226002000A=2.1677 m2，L=13.8m，n=35,V=1055m32.9.3 集水井 C25钢筋混凝土方量集水井净尺寸长宽高：2m 2m 2m，衬砌厚度 30cm，单个集水井衬砌量7.364m3集水井个数 11 个，集水井总 C25混凝土方量

49、：81m32.9.4 C25钢筋混凝土方量汇总C25钢筋混凝土方量为：1457m32.9.5 钢筋量汇总构造含筋率采用 0.08t/m3，钢筋量为：1457 m3*0.08t/m3=117t。2.10 防渗粘土量计算计算公式为：V=A*L，L 防渗处理长度mA 防渗粘土面积 m2V-防渗粘土方量m3计算断面如下：(见下页)-.优选-250024507.523m2A=7.523 m2，L=3800m，V=28588m33 工程量计算结果汇总工程量表工程单位数量系数数量土方开挖m348204 1.08 52060 土方回填m32075 1.082241 堤身风化料填筑m310746 1.0811606 M7.5 浆砌石m37610 1.088219 抛填块石m31882 1.082033 泥结石路面m260396 1.0865228 草皮护坡m211416 1.0812329 C25素混凝土m32823 1.083049 C25钢筋混凝土m31457 1.081574 钢筋t 117 1.08126 防渗处理粘土回填m328588 1.0830875-.优选-