八字墻計(jì)算公式

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1、涵洞八字墻基礎(chǔ)及墻身混凝土工程量計(jì)算表樁號(hào)進(jìn)出口位置跨徑高端左側(cè)（m）八字墻低端（m）右側(cè)單邊八字墻長(zhǎng)（m）八字墻厚0.4m截面積（m2）八字墻厚0.4m體積（m2）高端高 高端寬長(zhǎng)度低端高低端寬輔助小三棱錐長(zhǎng)度大三棱錐體積（m3）輔助三棱錐體積（m3）八字墻三棱錐體積（m3）高端基礎(chǔ)寬（m）低端基礎(chǔ)寬（m）基礎(chǔ)長(zhǎng)度基礎(chǔ)平面面積基礎(chǔ)厚0.8體積AaHS=（A+a）*H/2V梯形=S*0.4ABHabh=a*H/A-aV大=A*B/2*(H+h)/3V輔=a*b/2*h/3V八=V大-V輔W高=B+0.4+0.4W低=b+0.4+0.4L=H-a/4S基礎(chǔ)=（W高+W低）*L/2V基礎(chǔ)=S基礎(chǔ)*

2、0.8K112+340進(jìn)口右1-4*3.54.371.903.4810.914.364.371.093.481.900.482.684.900.404.501.891.283.014.763.81左4.371.903.4810.914.364.371.093.481.900.482.684.900.404.501.891.283.014.763.81出口右4.371.903.3710.564.234.371.093.371.900.482.594.740.394.351.891.282.904.583.67左4.371.903.3710.564.234.371.093.371.900.482.

3、594.740.394.351.891.282.904.583.67K113+950進(jìn)口右1-4*3.53.871.903.038.743.503.870.973.031.900.482.923.710.443.271.771.282.563.893.11左3.871.903.038.743.503.870.973.031.900.482.923.710.443.271.771.282.563.893.11出口右3.871.903.038.743.503.870.973.031.900.482.923.710.443.271.771.282.563.893.11左3.871.903.038.7

4、43.503.870.973.031.900.482.923.710.443.271.771.282.563.893.11K117+315進(jìn)口右1-2*2.53.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06左3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06出口右3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181

5、.882.582.06左3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06K117+640進(jìn)口右1-2*2.53.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06左3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06出口右3.101.502.255.182.073.100.782.251.500.

6、382.111.750.201.551.581.181.882.582.06左3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06K113+418進(jìn)口右1-4*3.54.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61左4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61出口右4.371.504

7、.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61左4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61K113+640進(jìn)口右1-4*3.54.371.903.3310.444.184.371.093.331.900.482.564.690.394.301.891.282.864.523.62左4.371.903.3310.444.184.371.093.331.900.482.564.690.394.301

8、.891.282.864.523.62出口右4.371.903.3310.444.184.371.093.331.900.482.564.690.394.301.891.282.864.523.62左4.371.903.3310.444.184.371.093.331.900.482.564.690.394.301.891.282.864.523.62K114+041進(jìn)口右1-2*2.53.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06左3.101.502.255.182.073.100.78

9、2.251.500.382.111.750.201.551.581.181.882.582.06出口右3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06左3.101.502.255.182.073.100.782.251.500.382.111.750.201.551.581.181.882.582.06K114+580進(jìn)口右1-4*3.54.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61左

10、4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61出口右4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61左4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61K114+784進(jìn)口右1-4*3.54.371.504.1312.124.854.371.094.131.500.382.165.

11、000.204.801.891.183.765.764.61左4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61出口右4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61左4.371.504.1312.124.854.371.094.131.500.382.165.000.204.801.891.183.765.764.61小計(jì)130.9124.2121.9合計(jì)377.0涵洞八字墻基礎(chǔ)及墻身

12、混凝土工程量計(jì)算表樁號(hào)進(jìn)出口位置跨徑高端左側(cè)（m）八字墻低端（m）右側(cè)單邊八字墻長(zhǎng)（m）八字墻厚0.4m截面積（m2）八字墻厚0.4m體積（m2）高端高 高端寬長(zhǎng)度低端高低端寬輔助小三棱錐長(zhǎng)度大三棱錐體積（m3）輔助三棱錐體積（m3）八字墻三棱錐體積（m3）高端基礎(chǔ)寬（m）低端基礎(chǔ)寬（m）基礎(chǔ)長(zhǎng)度基礎(chǔ)平面面積基礎(chǔ)厚0.8體積AaHS=（A+a）*H/2V梯形=S*0.4ABHabh=a*H/A-aV大=A*B/2*(H+h)/3V輔=a*b/2*h/3V八=V大-V輔W高=B+0.4+0.4W低=b+0.4+0.4L=H-a/4S基礎(chǔ)=（W高+W低）*L/2V基礎(chǔ)=S基礎(chǔ)*0.8八字墻小計(jì)一字

13、墻小計(jì)八字墻身49.8322.4645.1839.5222.4637.3922.7214.4120.1022.7214.4120.1057.0314.7744.4148.3822.4644.2122.7214.4120.1057.0322.4648.9057.0322.4648.90377.0170.3547.30八字墻小計(jì)一字墻小計(jì)八字墻身涵洞一字墻基礎(chǔ)及墻身混凝土工程量計(jì)算表樁號(hào)進(jìn)出口位置跨徑墻高（m）寬（m）一字墻設(shè)計(jì)長(zhǎng)（m）計(jì)算長(zhǎng)度立面面積（m2）體積（m3）加上標(biāo)準(zhǔn)體積（m3）墻身體積基礎(chǔ)長(zhǎng)基礎(chǔ)寬體積扣減重疊部分體積一字墻基礎(chǔ)體積HW=H/4+0.4Ll=L-WS=(0.4+W)*H

14、/2V=S*lV標(biāo)準(zhǔn)=0.4*0.4*HV總=V+V標(biāo)準(zhǔn)L基=L+0.2+0.2W基=W+0.2+0.2V基=L基*W基*0.8V重=(H/4+0.4+0.2)*0.2*0.8V基礎(chǔ)總=V基-V重K112+340進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.

15、881.212.270.302.583.151.283.2130.1723.041K113+950進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041K117+315進(jìn)口右1-2*2

16、.51.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194出口右1.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194K117+640進(jìn)口右1-2*2.51.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.50

17、0.782.101.330.881.170.241.412.501.182.350.1562.194出口右1.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194K113+418進(jìn)口右1-4*3.51.500.782.151.380.881.210.241.452.551.182.3970.1562.241左1.500.782.151.380.881.210.241.452.551.182.3970.1562.241出口右1.500.

18、782.151.380.881.210.241.452.551.182.3970.1562.241左1.500.782.151.380.881.210.241.452.551.182.3970.1562.241K113+640進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.8

19、82.751.881.212.270.302.583.151.283.2130.1723.041K114+041進(jìn)口右1-2*2.51.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194出口右1.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194K114+580進(jìn)口右1-

20、4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041K114+784進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.

21、041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041小計(jì)74.2096.1合計(jì)170.3K114+0411-2*2.5涵洞一字墻基礎(chǔ)及墻身混凝土工程量計(jì)算表樁號(hào)進(jìn)出口位置跨徑墻高（m）寬（m）一字墻設(shè)計(jì)長(zhǎng)（m）計(jì)算長(zhǎng)度立面面積（m2）體積（m3）加上標(biāo)準(zhǔn)體積（m3）墻身體積基礎(chǔ)長(zhǎng)基礎(chǔ)寬體積扣減重疊部分體積

22、一字墻基礎(chǔ)體積HW=H/4+0.4Ll=L-WS=(0.4+W)*H/2V=S*lV標(biāo)準(zhǔn)=0.4*0.4*HV總=V+V標(biāo)準(zhǔn)L基=L+0.2+0.2W基=W+0.2+0.2V基=L基*W基*0.8V重=(H/4+0.4+0.2)*0.2*0.8V基礎(chǔ)總=V基-V重一字墻總一字墻身22.4610.3022.4610.3014.415.6314.415.6314.775.8122.4610.3014.415.6322.4610.3022.4610.30170.314.415.63一字墻總一字墻身涵洞一字墻基礎(chǔ)及墻身混凝土工程量計(jì)算表樁號(hào)進(jìn)出口位置跨徑墻高（m）寬（m）一字墻設(shè)計(jì)長(zhǎng)（m）計(jì)算長(zhǎng)度立面

23、面積（m2）體積（m3）加上標(biāo)準(zhǔn)體積（m3）墻身體積基礎(chǔ)長(zhǎng)基礎(chǔ)寬體積扣減重疊部分體積一字墻基礎(chǔ)體積HW=H/4+0.4Ll=L-WS=(0.4+W)*H/2V=S*lV標(biāo)準(zhǔn)=0.4*0.4*HV總=V+V標(biāo)準(zhǔn)L基=L+0.2+0.2W基=W+0.2+0.2V基=L基*W基*0.8V重=(H/4+0.4+0.2)*0.2*0.8V基礎(chǔ)總=V基-V重K112+340進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.

24、041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041K113+950進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723

25、.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041K117+315進(jìn)口右1-2*2.51.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194出口右1.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194K

26、117+640進(jìn)口右1-2*2.51.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194出口右1.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194K113+418進(jìn)口右1-4*3.51.500.782.151.380.881.210.241.452.551.182.39

27、70.1562.241左1.500.782.151.380.881.210.241.452.551.182.3970.1562.241出口右1.500.782.151.380.881.210.241.452.551.182.3970.1562.241左1.500.782.151.380.881.210.241.452.551.182.3970.1562.241K113+640進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.213

28、0.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041K114+041進(jìn)口右1-2*2.51.500.782.101.330.881.170.241.412.501.182.350.1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194出口右1.500.782.101.330.881.170.241.412.501.182.350.

29、1562.194左1.500.782.101.330.881.170.241.412.501.182.350.1562.194K114+580進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.17

30、23.041K114+784進(jìn)口右1-4*3.51.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041出口右1.900.882.751.881.212.270.302.583.151.283.2130.1723.041左1.900.882.751.881.212.270.302.583.151.283.2130.1723.041小計(jì)74.2096.1合計(jì)170.3K114+0411-2*2.5一字墻總一字墻身22.4610.3022.4610.3014.415.6314.415.6314.775.8122.4610.3014.415.6322.4610.3022.4610.30170.314.415.63

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