人人文库网 > 图纸下载 > 毕业设计 > 路基宽23米行车道宽4x3.5米全长1.196382公里公路-ⅰ级（说明、土石方数量、cad图纸）(内带cad图纸）

土方计算表1.xls

路基宽23米行车道宽4x3.5米全长1.196382公里公路-ⅰ级（说明、土石方数量、cad图纸）(内带cad图纸）

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路基宽23米行车道宽4x3.5米全长1.196382公里公路-ⅰ级说明、土石方数量、cad图纸(内带cad图纸.zip

路基宽23米行车道宽4X3.5米全长1.196382公里公路-Ⅰ级（说明、土石方数量、CAD图纸）

防护数量表.xls---(点击预览)

路线说明_secret.doc---(点击预览)

路基路面说明_secret.doc---(点击预览)

路基排水工程数量表1.xls---(点击预览)

经济技术指标表.xls---(点击预览)

纵向盲沟数量.xls---(点击预览)

盖板涵数量表.xls---(点击预览)

涵洞设计说明1_secret.doc---(点击预览)

汪光宇.xls---(点击预览)

毕业设计.xls---(点击预览)

每公里土石方数量表1.xls---(点击预览)

总说明_secret.doc---(点击预览)

封面_secret.doc---(点击预览)

土方计算表1.xls---(点击预览)

圆管涵工程数量表.xls---(点击预览)

C3-19 路面工程数量表.XLS---(点击预览)

交通沿线设施

标志牌材料数量表.xls---(点击预览)

安全设施工程数量汇总表11.xls---(点击预览)

交通工程及沿线设施1.doc---(点击预览)

标志一览表.dwg

里程碑.公路界碑标志结构图.dwg

施工组织计划

施工组织说明.doc---(点击预览)

工程形象进度图.dwg

C3-1路基路面标准横断面图.dwg

C3-20-1 路面结构图.dwg

C3-22-3-1 路基、路面排水工程设计图（截水沟设计图一）.dwg

CAD制图样板.dwg

lpt.dwg

lx.dwg

占地图.dwg

圆管涵设计图.dwg

坐标表.dwg

排水结构设计图边沟及截水沟.dwg

横断面.dwg

盖板涵.dwg

直曲表.dwg

纵断面.dwg

路基、路面排水工程设计图（渗沟设计图）.dwg

路基表.dwg

路线.dwg

防护设计图.dwg

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关键词：: 路基宽23米行车道宽4X3.5米全长1.196382公里公路说明土石方数量 cad

资源描述：: 路基宽23米行车道宽4x3.5米全长1.196382公里公路-ⅰ级（说明、土石方数量、cad图纸）(内带cad图纸）,路基宽23米行车道宽4X3.5米全长1.196382公里公路,说明,土石方,数量,cad

内容简介：: 第1页共3页挖方填方% 数量%数量%数量%数量%数量%数量总数量土石土石土石土石 12345678910111213141516171819202122232425262728 K0+00043.3917.11 K0+020167.950.0020.002113.4801690.710211.310211.3171.1171.1171.11492.2422.7 K0+040193.370.0020.003613.2802890.610361.310361.32890.6722.6 K0+060210.460.0020.004038.3803230.710403.810403.83230.7807.7 K0+08062.382.5120.002728.4802182.710272.810272.825.125.125.12153.6545.7 K0+1000.00149.7120.00623.880499.01062.41062.41522.21386.6135.6430.2135.6956.4 K0+1200.00231.3920.008010103810.93810.93810.9 K0+1400.00364.7520.008010105961.43652.52308.83652.52308.8 K0+16025.8789.3420.00258.780206.91025.91025.94540.94077.6463.3178.456.23899.2407.1 K0+180267.110.0020.002929.7802343.810293.010293.0893.4893.4893.41307.4585.9 K0+200297.710.0020.005648.2804518.510564.810564.84518.51129.6 K0+220261.780.0020.005594.9804475.910559.510559.54475.91119.0 K0+240202.080.0020.004638.6803710.910463.910463.93710.9927.7 K0+26045.477.4120.002475.5801980.410247.510247.574.174.174.11894.4495.1 K0+28041.044.0520.00865.180692.11086.51086.5114.6114.6114.6559.1173.0 K0+300210.490.0020.002515.3802012.310251.510251.540.540.540.51965.3503.1 K0+320298.590.0020.005090.9804072.710509.110509.14072.71018.2 K0+340441.440.0020.007400.4805920.310740.010740.05920.31480.1 K0+360355.350.0020.007968.0806374.410796.810796.86374.41593.6 K0+380252.950.0020.006083.0804866.410608.310608.34866.41216.6 K0+400180.630.0020.004335.8803468.610433.610433.63468.6867.2 K0+420340.540.0020.005211.7804169.410521.210521.24169.41042.3 K0+440367.890.0020.007084.3805667.410708.410708.45667.41416.9 K0+460344.570.0020.007124.6805699.610712.510712.55699.61424.9 K0+481.151360.160.0021.157452.9805962.310745.310745.35962.31490.6 K0+500292.660.0018.856152.5804922.010615.310615.34922.01230.5 K0+520194.980.0020.004876.4803901.110487.610487.63901.1975.3 小计 106823.385458.610682.310682.317154.114246.42907.81927.4191.812319.02715.983222.921188.2 累计 106823.385458.610682.310682.317154.114246.42907.81927.4191.812319.02715.983222.921188.2 编制：复核：总数量桩号横断面土 (m2) 面积距离(m) 路基土石方数量计算表路基土石方数量计算表挖方分类及数量 (m3) 本桩利用挖余石本表除挖方为自然方外,其余均为压实方，不考虑挖损。远运利用及纵向调配示意填方数量 (m3) 利用方数量及调配 (m3) 填缺备注土9767.0(74m)石2498.6(91m) 土4523.0(34m) 土34211.8石19043.5 就地弃方土23446.0(685m) (调至K1+000) 土1833.5(496m) (调至K0+937.212) 土10852.4(64m) (调至K0+531.151) 就地弃土34212 累计就地弃土 34212 就地弃石18690 累计就地弃石 18690 第2页共3页挖方填方% 数量%数量%数量%数量%数量%数量总数量土石土石土石土石 12345678910111213141516171819202122232425262728 K0+520194.980.00 K0+531.151122.460.8011.151769.9801415.910177.010177.04.44.44.41410.8354.0 K0+5400.00179.908.85541.880433.51054.21054.2799.5681.7117.8373.7117.8308.0 K0+5600.00198.4420.008010103783.43783.43783.4 K0+588.6650.00107.1828.678010104380.34380.34380.3 K0+6000.8949.5711.345.0804.0100.5100.5888.4887.31.13.51.1883.8 K0+62087.180.0020.00880.780704.51088.11088.1495.7495.7495.7129.5176.1 K0+646.179267.720.0026.184645.4803716.310464.510464.53716.3929.1 K0+660261.260.0013.823655.5802924.410365.510365.52924.4731.1 K0+680147.080.0020.004083.4803266.710408.310408.33266.7816.7 K0+696.179132.690.0016.182263.2801810.610226.310226.31810.6452.6 K0+720170.920.0023.823616.2802892.910361.610361.62892.9723.2 K0+740125.970.0020.002968.9802375.110296.910296.92375.1593.8 K0+760239.230.0020.003652.0802921.610365.210365.22921.6730.4 K0+780124.670.0020.003639.0802911.210363.910363.92911.2727.8 K0+80069.510.0020.001941.8801553.410194.210194.21553.4388.4 K0+825.0570.00116.2025.06870.880696.61087.11087.11455.81266.5189.3600.5189.3666.0 K0+8600.00103.5734.948010103839.83839.83839.8 K0+875.0570.0089.8815.068010101456.41456.41456.4 K0+906.1350.00470.3831.088010108705.98705.98705.9 K0+9200.00441.0313.878010106318.46318.46318.4 K0+937.2120.00165.2617.218010105217.7135.85081.9135.85081.9 K0+9603.2850.0322.7937.48029.9103.7103.72453.0712.51740.525.88.1686.71732.4 K0+987.21220.7517.3927.21327.080261.61032.71032.7917.2846.171.1225.571.1620.6 K1+0005.5649.2312.79168.380134.61016.81016.8425.9389.436.6116.036.6273.3 小计 35066.228053.03506.63506.641141.933903.57238.31845.2424.032058.36814.325912.56623.2 累计 141889.5113511.614189.014189.058296.048149.910146.13772.6615.844377.39530.3109135.427811.4 编制：复核：每公里小计141889.5113511.631418914188.9558296.01 48149.9 10146.093772.6 615.82 44377.32 9530.27 本表除挖方为自然方外,其余均为压实方，不考虑挖损。远运利用及纵向调配示意填方数量 (m3) 利用方数量及调配 (m3) 填缺备注路基土石方数量计算表路基土石方数量计算表挖方分类及数量 (m3) 本桩利用挖余石总数量桩号横断面土 (m2) 面积距离(m) 土1833.5(496m) (从K0+460段调入) 土10852.4(64m) (从K0+460段调入) 土24501.7(182m)石6269.2(233m) 累计就地弃土34211.8 就地弃石1329.26 累计就地弃石20018.8 第3页共3页挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石 12345678910111213141516171819202122232425262728 K1+0005.5649.23 K1+0200.6631.4020.0062.28049.8106.2106.2806.3792.813.542.913.5749.9 K1+04012.243.8920.00129.080103.21012.91012.9352.9324.928.089.028.0235.9 K1+0600.0083.6720.00122.48097.91012.21012.2875.6848.926.684.426.6764.5 K1+0800.00103.7420.008010101874.11874.11874.1 K1+1000.00142.4320.008010102461.72461.72461.7 K1+1200.00194.5920.008010103370.23370.23370.2 K1+1400.00299.4220.008010104940.14940.14940.1 K1+1600.00175.7520.008010104751.74751.74751.7 K1+18029.956.0620.00299.580239.61029.91029.91818.11618.7199.4206.565.11412.2134.3 K1+196.38245.453.4116.38617.680494.11061.81061.877.677.677.6404.0123.5 小计 1230.7984.6123.1123.121328.321060.8267.5500.5133.320560.3134.3404.0123.5 累计 143120.2114496.214312.014312.079624.369210.710413.64273.1749.164937.79664.5109539.427934.9 编制：复核：每公里小计1230.6929984.5543123.0693123.069321328.3221060.8 267.542 500.457133.3 20560

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