1、路路涵涵過過渡渡段段級級配配碎碎石石方方量量計計算算表表格格涵涵洞洞中中心心里里程程孔孔徑徑涵涵身身高高涵涵頂頂路路面面高高程程涵涵頂頂高高程程涵頂填土高度過渡段長度過渡段橫斷面頂寬DK717+6671-4.0m4.381768.94451767.51001.4310.7611.27DK718+2281-2.0m2.781772.80001769.58003.227.5614.84DK718+9381-5.0m5.441775.99991774.06001.9412.8812.28DK719+6911-2.0m2.781779.39001775.26004.137.5616.66DK720+0

2、601-4.0m4.381781.04891779.52001.5310.7611.46DK720+4811-3.0m3.91782.12001780.48001.649.8011.68DK721+0211-4.0m4.531783.20001782.09001.1111.0610.62DK721+4481-3.0m3.91784.05001782.77001.289.8010.96DK722+2901-4.0m4.381785.73001784.46001.2710.7610.94DK722+5101-3.0m3.91786.17391784.60001.579.8011.55DK726+7

3、701-5.0m4.421774.55001773.59000.9610.8410.32DK727+6111-3.0m3.91773.29001772.20001.099.8010.58DK728+1341-2.0m2.781772.51001768.18004.337.5617.06DK728+4341-3.0m3.91772.06001768.48003.589.8015.56DK729+3321-2.0m2.781770.71001768.38002.337.5613.06DK729+5901-4.0m4.381770.32001769.40000.9210.7610.24DK729+9

4、501-3.0m3.91769.80001768.58001.229.810.84DK730+1101-1.5m2.221770.27001768.67001.66.4411.6DK732+5401-3.0m3.91789.79001788.34001.459.811.3DK732+7651-2.0m2.781793.84701792.08001.7677.5611.934DK733+0431-4.0m3.861798.84001797.89000.959.7210.3DK733+3601-3.0m3.91804.55001803.40001.159.810.7DK735+1941-4.0m1

5、832.52901832.52923673.458DK735+4021-5.0m4.421835.12901835.12910.843678.658DK736+2941-4.0m3.861846.35401845.46000.8949.7210.188DK736+6891-4.0m3.861851.29401850.26001.0349.7210.468DK737+6281-3.0m3.91862.60001860.82001.789.811.96DK737+9661-2.0m2.781864.07001862.23001.847.5612.08DK738+2961-3.0m3.91865.3

6、9001864.22001.179.810.74DK738+5561-2.0m2.781866.11701865.48000.6377.569.674DK738+7201-3.0m3.91867.15401866.20000.9549.810.308DK739+1191-3.0m3.91868.75401867.80000.9549.810.308計算過程：過渡段橫斷面底寬路涵過渡段方量（單側）梯形體部分楔形體左半部分楔形體右半部分楔形體中間部分總方量20.03137.0928.0128.01216.19409.29說明：在紅色字體單元格里輸入相應內容，后面自動計算20.4097.977.16

7、7.16114.69226.9823.16192.7953.6653.66363.40663.5222.22108.097.167.16128.76251.1620.22138.7428.0128.01219.81414.5719.48121.5219.7719.77177.65338.7219.68137.2630.9930.99217.93417.1618.76115.9119.7719.77166.70322.1619.70134.2028.0128.01209.88400.1019.35120.4919.7719.77175.64335.681783.4741.126119.16130

8、.3028.7828.78201.62389.48726770涵洞涵頂級配碎石:8.84*5.84=51.63 過渡段涵頂線以上部分：8.84*10.84*2=191.6518.38112.9419.7719.77160.92313.4122.62110.317.167.16131.85256.4823.36151.7919.7719.77236.67428.0018.6288.077.167.16100.93203.33729590涵洞涵頂級配碎石:7.85*4.72=37.05 過渡段涵頂線以上部分：7.85*10.76*2=168.9319128.0728.0128.01196.4538

9、0.5418.64114.9719.7719.77164.88319.3916.0461.363.653.6557.17125.8219.1118.5619.7719.77171.87329.9817.49481.817.167.1692.23188.36733043涵洞涵頂級配碎石:8.32*4.72=39.27 過渡段涵頂線以上部分：8.32*9.72*2=161.7418.02109.3219.1719.17153.47301.1218.5113.8819.7719.77162.75316.173673.4580.000.000.000.000.003687.49832558.4128.

10、7828.7871867.73 104483.7117.908108.4519.1719.17151.80298.59路路涵涵過過渡渡段段級級配配碎碎石石方方量量計計算算表表格格18.188110.6119.1719.17155.97304.9219.76123.7119.7719.77181.91345.1717.6482.627.167.1693.36190.3018.54114.1919.7719.77163.36317.0915.23469.247.167.1674.76158.3318.108110.8219.7719.77156.78307.1518.108110.8219.771

11、9.77156.78307.15梯形體V1=（過渡段橫向頂寬過渡段橫向底寬）過渡段高度2三棱錐V2=過渡段橫向底寬-橫向頂寬）2過渡段高度2楔形體長度3楔形體V3=bh/6(a+2a)=(楔形體縱向長過渡段高度）/6（過 渡段橫向頂寬+2過渡段橫向頂寬）三棱錐V4=V2涵洞過渡段單側總量=V1+V2+V3+V4合計243.28合計205.98合計201.01726770涵洞涵頂級配碎石:8.84*5.84=51.63 過渡段涵頂線以上部分：8.84*10.84*2=191.65729590涵洞涵頂級配碎石:7.85*4.72=37.05 過渡段涵頂線以上部分：7.85*10.76*2=168.

12、93733043涵洞涵頂級配碎石:8.32*4.72=39.27 過渡段涵頂線以上部分：8.32*9.72*2=161.74梯形體V1=（過渡段橫向頂寬過渡段橫向底寬）過渡段高度2三棱錐V2=過渡段橫向底寬-橫向頂寬）2過渡段高度2楔形體長度3楔形體V3=bh/6(a+2a)=(楔形體縱向長過渡段高度）/6（過 渡段橫向頂寬+2過渡段橫向頂寬）三棱錐V4=V2涵洞過渡段單側總量=V1+V2+V3+V4路路基基與與箱箱型型橋橋過過渡渡段段級級配配碎碎石石方方量量計計算算表表格格 單單側側箱箱型型橋橋中中心心里里 程程孔孔徑徑橋橋身身高高橋橋頂頂路路面面高高程程橋橋頂頂高高程程橋頂填土高度過渡段長

13、度過渡段橫斷面頂寬DK719+3691-16.0m5.81777.97000.0021.29.58DK728+8481-12.0m5.051771.50830.0018.959.58DK730+5471-8.0m5.41772.56260.00209.58DK732+2371-10.0m7.41784.26920.00269.58DK733+7401-20.0m5.051811.27260.0018.959.58DK734+5001-20.0m4.651823.80280.0017.759.58DK737+2631-16.0m5.71858.36530.0020.909.58路路橋橋過過渡渡段

14、段級級配配碎碎石石方方量量計計算算表表格格橋橋梁梁墩墩臺臺名名稱稱橋橋長長橋橋身身高高橋橋頂頂路路面面高高程程橋橋頂頂高高程程橋頂填土高度過渡段長度過渡段橫斷面頂寬xxxx橋 蘭臺43.816.0751785.02610.0022.039.58xxxx中橋 烏臺5.6051785.11370.0020.629.58xxxx大橋 蘭臺3351.659.0551788.27540.0030.979.58xxxx大橋 烏臺7.5351777.25840.0026.419.58xxxx大橋 蘭臺722.767.0651774.30770.0025.009.58xxxxx大橋烏臺8.1151778.05

15、240.0028.159.582323233過渡段橫斷面底寬路與箱型橋過渡段方量（單側）梯形體部分楔形體左半部分楔形體右半部分楔形體中間部分總方量20.38404.4678.7378.73419.03980.9518.88330.8550.2750.27310.72742.1119.58364.5062.5062.50359.25848.7523.58580.30171.50171.50704.131627.43另外斜三角段816.64總計2444.0718.88330.8550.2750.27310.72742.1118.08293.8938.3838.38259.56630.2120.18

16、394.3274.4474.44403.65946.85過渡段橫斷面底寬路橋過渡段方量（單側）梯形體部分楔形體左半部分楔形體右半部分楔形體中間部分總方量20.93432.8691.3891.38462.791078.4219.99384.7870.5170.51389.31915.1126.89789.12324.17324.171076.442513.9023.85596.31181.62181.62731.551691.0922.91541.36148.04148.04638.351475.7925.01667.15229.60229.60855.321981.68梯形體V1=（過渡段橫向頂寬過渡段橫向底寬）過渡段高度2三棱錐V2=（過渡段橫向底寬-橫向頂寬）2過渡段高度2楔形體縱向長度3楔形體V3=bh/6(a+2a)=(楔形體縱向長過渡段高度）/6（過渡段橫向頂寬+2過渡段橫向頂寬）路路基基與與箱箱型型橋橋過過渡渡段段級級配配碎碎石石方方量量計計算算表表格格 單單側側路路橋橋過過渡渡段段級級配配碎碎石石方方量量計計算算表表格格三棱錐V4=V2涵洞過渡段單側總量=V1+V2+V3+V42323233楔形體V3=bh/6