1、1 計算說明 12 分項工程量計算 12.1 土方開挖計算 12.2 土方回填計算 62.3 堤身填筑量計算 62.4 M7.5 漿砌石計算 102.5 拋填塊石計算 142.6 泥結(jié)石路面計算 162.7 草皮護(hù)坡計算 202.8 C25素混凝土方量計算 242.9 C25鋼筋混凝土方量、鋼筋量計算 242.10 防滲粘土量計算 263 工程量計算結(jié)果匯總 261計算說明本計算為江JI縣星云湖綜合治理南岸防洪堤續(xù)建工程可研階段工程量計算，工程等級為IV級，工程量計算按照水利水電工程設(shè)計工程量計算規(guī)定 SL328-2005進(jìn)行，本階段工程 量階段系數(shù)按照水利水電工程設(shè)計工程量計算規(guī)定 SL32

2、8-2005中表1.0.4取用，工程量 計算方法采用斷面平均法。2分項工程量計算2.1 土方開挖計算2.1.1 堤身土方開挖計算計算公式為：V=（A1+A2）* （L2-L1）/2 ,L1 、L2-前、后里程 （mA1 、A2-前、后里程對應(yīng)斷面開挖面積（m2）V- 前、后里程間的開挖方量（m3）計算斷面如下（部分）：1+100 9100 ?194m214241.887m22+00055008240.735m23+000170018240.640m20.7涼5+000 .130018244+0007900.624m20.735m20.948m20.735m27+000288932240.889

3、m21.015m21719 6+000 17270.4點(diǎn)0.5息8+000計算表格如下:樁號間距L(m)士萬開挖)樁號間距L(m)土方開挖AAV(m3AAV(m3)0+2003.491+6001.03100.002.75274.50100.003.57356.700+3002.001+7006.10100.001.83183.00100.003.76375.700+4001.661+8001.41100.001.58157.50100.002.14213.900+5001.491+9002.87100.002.48248.20100.002.74274.400+6003.472+0002.62

4、100.002.87286.70100.002.54254.000+7002.262+1002.46100.002.35235.00100.003.99398.700+8002.442+2005.51100.003.52352.00100.003.46346.200+9004.602+3001.41200.003.40679.40100.001.38138.001+1002.192+4001.35100.003.06305.60100.001.15115.001+2003.922+5000.95100.002.73272.90100.001.21120.501+3001.542+6001.46

5、100.001.47146.50200.001.36272.001+4001.392+8001.26100.001.82181.60100.001.29128.501+5002.242+9001.31100.001.64163.60續(xù)表:樁號間距士方開挖L(m)AA、V(m3)100.001.35134.503+0001.3841.001.5864.783+0411.7859.001.4384.083+1001.07100.000.8585.253+2000.6480.000.6753.803+2800.71120.001.08129.603+4001.45200.002.37473.003+

6、6003.28100.002.28227.503+7001.27100.001.41140.503+8001.54100.001.47146.503+9001.39100.002.88287.504+0004.36100.003.45344.954+1002.54100.001.92191.954+2001.30樁號間距士方開挖L(m)AAV(m3)100.001.27126.504+3001.23100.001.33133.004+4001.43200.001.54307.004+6001.64100.002.31230.504+7002.97100.002.19219.004+8001.4

7、1100.001.10109.504+9000.78100.001.23123.005+0001.68100.001.42141.505+1001.15100.001.29129.005+2001.43100.001.46146.005+3001.49100.001.44144.005+4001.39100.002.07207.005+5002.75100.002.07206.505+6001.38續(xù)表樁號間距L(m)土方開挖AAV(m3)100.001.30129.505+7001.21100.001.45145.005+8001.69200.001.37273.006+0001.04100

8、.001.14113.506+1001.23100.001.40140.006+2001.57100.003.36335.806+3005.1532.006.12195.786+3327.0968.004.50305.666+4001.90100.006.13612.756+50010.3661.007.70469.556+5615.0439.004.19163.376+6003.34100.002.69268.906+7002.0441.003.63148.896+7415.22樁號間距L(m)土方開挖AAV(m3)59.006.62390.796+8008.02100.005.73573.

9、306+9003.44100.002.67267.107+0001.90100.002.93292.507+1003.95100.004.76475.957+2005.57100.003.57356.957+3001.57100.001.52151.507+4001.46100.001.91190.507+5002.35100.001.61161.007+6000.87100.001.15114.507+7001.42100.002.64264.007+8003.86100.003.34333.607+9002.81100.004.33432.608+0005.84工程量18372.49堤身土

10、方開挖總量為：18372m.2.1.2涵洞、集水井土石方開挖計算計算公式為：V=A* L*n ,L-開挖斷面長度（項A - 開挖斷面面積 （m2）n-結(jié)構(gòu)個數(shù)V- 開挖方量 （m3）計算斷面如下：涵洞斷面：4.484m23076/954b1V=1806 m集水井?dāng)嗝?K0IA=4.484 m 2, L= 11.5 m,n=355.5m225603V=139 mA=5.5 m 2, L=2.3 m,n=112.1.3防滲處理土方開挖計算計算公式為：V=A* L,l-防滲處理長度（項A -開挖斷面面積 （m2）V-開挖方量 （m3）計算斷面如下：7.339m225002A=7.339 m ,L=

11、3800mV=27887 吊2.1.4土方開挖計算結(jié)果匯總土方開挖量為：48204 m32.2 土方回填計算計算公式為：V=A1* L1+ A2* L2 ,L 1、L2-迎水面、背水面回填段長度（rnj）A 1、A2-迎水面、背水面回填斷面面積（m2）V-開挖方量 （m3）計算斷面如下：0.125m2 0.18m21A1=0.125 m2, A2= 0.18m2, L1=4963m, L2=8081mV=2075 m32.3堤身填筑量計算計算公式為：V=（A1+A2）* （L2-L1）/2 ,L1 、L2-前、后里程 （nmA1 、A2-前、后里程對應(yīng)斷面填筑面積（m2）V- 前、后里程間的填

12、筑方量（m3）1.780m2計算斷面如下（部分）：0+800 7700 >0.774m23+000 116002.555m25+00090001.250m27+100 61002+000#10000.100m24+0001333、B0.167m26+000一48002.958m27+700 84000.630m2計算表格如下:（見下頁）樁號間距L(m)堤身填筑AAV(m3)0+1000.00100.000.2928.900+2000.58100.000.7272.000+3000.86100.001.17117.400+4001.49100.001.67166.950+5001.8510

13、0.000.9392.650+6000.00100.000.000.000+7000.00100.000.3938.700+8000.77100.000.6665.700+9000.54100.000.2727.001+0000.00200.000.000.001+2000.00100.001.70170.251+3003.41100.002.01200.75樁號間距L(m)堤身填筑AAV(m3)1+4000.61100.000.3130.501+5000.00200.000.000.001+7000.00100.000.5757.001+8001.14100.000.5757.001+900

14、0.00100.000.055.002+0000.10100.000.077.002+1000.04100.000.022.002+2000.00100.000.9696.002+3001.92100.001.18118.402+4000.45100.000.7170.902+5000.97100.001.76176.252+6002.56100.001.28127.75樁號間距L(m)堤身填筑AAV(m3)2+7000.00100.000.9998.602+8001.97100.001.61160.802+9001.24100.001.90189.953+0002.56100.001.611

15、61.303+1000.67100.002.52251.703+2004.3680.003.99319.363+2803.62120.003.84460.863+4004.06100.002.03203.003+5000.00100.000.000.003+6000.00100.000.6565.003+7001.30100.002.89288.503+8004.47100.002.75274.503+9001.02樁號間距L(m)堤身填筑AAV(m3)100.000.5959.354+0000.17100.000.088.354+1000.00100.000.3231.904+2000.64

16、100.001.47147.254+3002.31100.003.80380.354+4005.30100.002.65265.004+5000.00100.003.00299.954+6006.00100.005.68567.954+7005.36100.003.90389.504+8002.43100.001.90189.504+9001.36100.001.31130.505+0001.25100.001.45145.005+1001.65續(xù)表樁號間距L(m)堤身填筑樁號間距L(m)堤身填筑)AAV(m3)AAV(m3100.001.14113.90200.000.000.005+200

17、0.636+5000.00100.001.67167.2561.000.2615.955+3002.726+5610.52100.004.49448.90139.000.3751.995+4006.266+7000.23100.005.13512.80100.000.1111.255+5004.006+8000.00100.002.99299.15200.000.000.005+6001.997+0000.00100.001.11110.90100.000.3231.505+7000.237+1000.63100.002.39238.55200.002.12423.205+8004.547+3

18、003.60100.002.27227.05100.002.74274.105+9000.007+4001.88100.001.48147.90100.001.25124.856+0002.967+5000.62100.001.48147.90100.001.24124.056+1000.007+6001.86100.000.9493.65100.001.82182.206+2001.877+7001.78100.000.9493.65100.000.8989.006+3000.007+8000.00工程量10745.9()堤身填筑方總量為：10746nm2.4 M7.5漿砌石計算2.4.1

19、湖堤迎水面漿砌石護(hù)坡計算計算公式為：V=（A1+A2）* （L2-L1）/2 ,L1 、L2-前、后里色 （m）A1 、A2-前、后里程對應(yīng)斷面漿砌石面積（m2）V- 前、后里程間的漿砌石方量（m3）計算斷面如下（部分）：（見下頁）1+10019000.550m24+0000.818m23+000 1200目0.46m26+0000.997m27+0001726彳：21 , 0.696m22+000 500自0.20m25+000 2000耳 0.818m28+000500自0.20m2計算表格如下:續(xù)表樁號間距L(m)護(hù)面漿砌石AA ,V(m3)0+0000.20200.000.2040.0

20、00+2000.20100.000.2121.200+3000.22100.000.4241.800+4000.61100.000.6060.150+5000.59100.000.4039.550+6000.20100.000.3837.500+7000.55100.000.5555.000+8000.55100.000.5555.000+9000.55200.000.55110.001+1000.55100.000.5555.001+2000.55100.000.5151.351+3000.48100.000.5049.851+4000.52100.000.5453.501+5000.55樁

21、號間距L(m)rr凱漿砌石AAV(m3)100.000.5555.001+6000.55100.000.5555.001+7000.55100.000.5555.001+8000.55100.000.3837.501+9000.20100.000.2020.002+0000.20100.000.3837.502+1000.55100.000.3837.502+2000.20100.000.3837.502+3000.55100.000.3837.502+4000.20100.000.3837.502+5000.55100.000.4948.552+6000.42200.000.4284.702

22、+8000.43100.000.4444.302+9000.46100.000.4646.00樁號間距L(m)護(hù)回漿砌均AA 、V(m3)3+0000.4641.000.3313.533+0410.2059.000.2011.803+1000.20100.000.3837.503+2000.5580.000.5544.003+2800.55120.000.5363.603+4000.51200.000.3671.003+6000.20100.000.2020.003+7000.20100.000.5555.153+8000.90100.000.5555.153+9000.20100.000.5

23、150.904+0000.82100.000.5150.904+1000.20100.000.2020.004+2000.20100.000.3837.50樁號間距L(m)護(hù)回漿砌均AA 1V(m3)4+3000.55100.000.6766.704+4000.78200.000.76151.304+6000.73100.000.8686.304+7001.00100.000.7777.354+8000.55100.000.5555.004+9000.55100.000.6868.405+0000.82100.000.5150.905+1000.20100.000.2020.005+2000.

24、20100.000.3333.155+3000.46100.000.7171.455+4000.97100.000.8080.255+5000.64100.000.6564.805+6000.66100.000.4342.855+7000.20樁號間距L(m)護(hù)卸漿砌右AAV(m3)100.000.5150.905+8000.82200.000.91181.506+0001.00100.000.6059.856+1000.20100.000.3130.906+2000.42100.000.3130.906+3000.2032.000.3812.006+3320.5568.000.4933.25

25、6+4000.43100.000.3131.406+5000.2061.000.3822.886+5610.5539.000.3814.636+6000.20100.000.3837.506+7000.5541.000.5522.556+7410.5559.000.5129.806+8000.46100.000.5150.50樁號間距L(m)護(hù)卸漿砌右AAV(m3)6+9000.55100.000.6262.307+0000.70100.000.7171.257+1000.73100.000.6463.957+2000.55100.000.5555.007+3000.55100.000.545

26、4.407+4000.54100.000.5454.407+5000.55100.000.5555.007+6000.55100.000.5656.207+7000.57100.000.5656.207+8000.55100.000.5555.007+9000.55100.000.3837.508+0000.2062.000.2012.408+0620.20工程量3943.08湖堤迎水面漿砌石護(hù)坡方量為：3943m2.4.2沿湖堤漿砌石排水溝方量計算計算公式為：V=A* L,L-排水溝總長度 （mj）A-漿砌石襯砌斷面面積（m2）V-漿砌石方量 （m3）計算斷面如下：0.4496m2A=0.4

27、496 m2, L= 8081m,襯砌厚度 30cm3V=3633 m2.4.3 湖堤局部漿砌石整治方量計算湖堤局部漿砌石整治方量初步估計為：34 m32.4.4 M7.5漿砌石方量匯總M7.5漿砌石方量為：7610m2.5拋填塊石計算計算公式為：V=（A1+A2）* （L2-L1）/2 ,L1 、L2-前、后里程 （nmA1 、A2-前、后里程對應(yīng)拋填塊石面積（m2）V- 前、后里程間的拋填塊石方量（m3）計算斷面如下（部分）：0+8001+6002+50014302027 -18500.4152'0.869m2r0.587m?（見下頁）3+280 25572.779m26+7411

28、1250.722m27+6001500 0.8計算表格如下:樁號間距L(m)拋石AAV(m3)0+6500.2850.000.2814.100+7000.28100.000.3534.850+8000.42100.000.3130.950+9000.20200.000.3876.501+1000.56100.000.5454.401+2000.5350.000.5326.351+2500.53工程量237.15樁號間距L(m)拋石AAV(m3)1+4500.3450.000.3417.201+5000.34100.000.6160.651+6000.87100.000.5049.951+700

29、0.1350.000.136.501+7500.13工程量134.30樁號間距L(m)拋石AAV(m3)2+1000.47400.000.53210.602+5000.59工程量210.60樁號間距L(m)拋石AAV(m3)3+1504.4750.004.47223.353+2004.4780.003.62289.843+2802.7870.002.78194.533+3502.78工程員707.72樁號間距L(m)拋石AAV(m3)4+0000.38300.000.2988.054+3000.21工程員88.05樁號間距L(m)拋石AAV(m3)6+3320.06229.000.2659.0

30、86+5610.45139.000.4765.266+7000.4941.000.6024.786+7410.72159.000.5588.096+9000.39工程員237.21拋填塊石方量 V=237.15 m3+134.30 m3+210.60 m3+707.72 m3+88.05 m3+237.21 m3 +266.65 m 3=1882 m32.6泥結(jié)石路面計算計算公式為：V=(C1+C2)* (L2-L1)/2 ,L1 、L2-前、后里程 (mC1 、C2-前、后里程對應(yīng)路面寬度(項F- 前、后里程間的泥結(jié)石路面面積(m2)計算斷面如下(部分)：1+1002+0008.500mg&

31、#167; 面4.900mg§ 面3+0004+00011.600ma 面7.100mM5+0006+0009.000ma 面4.800ma 面7+0008+00012.200ma 面8.800ma 面計算表格如下：樁號間距L(m)拋石AAV(m3)7+3000.38200.000.3365.107+5000.27100.000.5554.857+6000.83200.000.4896.107+8000.41100.000.5150.607+9000.61工程員266.65樁號iwrL(m)泥結(jié)石路面C(m)C 1F(m2)0+0005.60200.005.601120.000+20

32、05.60100.004.75475.000+3003.90100.009.25925.000+40014.60100.0010.051005.000+5005.50100.006.30630.000+6007.10100.005.10510.000+7003.10100.005.40540.000+8007.70100.007.65765.000+9007.60200.008.051610.001+1008.50100.007.50750.001+2006.50100.007.95795.001+3009.40100.007.50750.001+4005.60100.005.50550.00

33、1+5005.40樁號L(m)泥結(jié)句路回C(m)C 1"(m2)100.006.45645.001+6007.50100.006.75675.001+7006.00100.008.05805.001+80010.10100.007.75775.001+9005.40100.005.15515.002+0004.90100.007.20720.002+1001 9.50100.0010.601060.002+20011.70100.008.10810.002+3004.50100.004.45445.002+4004.40100.006.50650.002+5008.60100.008

34、.25825.002+6007.90200.008.401680.002+8008.90100.007.30730.002+9005.70100.008.65865.00樁號間距L(m)泥結(jié)石路回C(m)C (m2)3+00011.6041.0010.50430.503+0419.4059.008.00472.003+1006.60100.008.30830.003+20010.0080.009.10728.003+2808.20120.008.20984.003+4008.20200.007.951590.003+6007.70100.009.85985.003+70012.00100.0010.001000.003+8008.00100.009.00900.003+90010.00100.008.55855.004+0007.10100.007.20720.004+1007.30100.006.80680.004+2006.30100.007.45745.0