路基宽度28米高速公路总长7039.766m（设计说明书54页CAD图9张）

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路基宽度28米高速公路总长7039.766m设计说明书54页，CAD图9张.zip

路基宽度28米高速公路总长7039.766m（设计说明书54页，CAD图9张）

图

acad.fas

英文翻译

封面.doc---(点击预览)

公路隧道沥青路面结构的力学性能.pdf---(点击预览)

公路隧道沥青路面结构的力学性能.doc---(点击预览)

表

逐桩坐标表2.xls---(点击预览)

边沟排水沟设计表5.xls---(点击预览)

acad.fas

设计说明书

目录.doc---(点击预览)

正文修改后_secret.doc---(点击预览)

封面及摘要1.doc---(点击预览)

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关键词：: 路基宽度 28 高速公路总长设计说明书仿单 54 cad

资源描述：: 路基宽度28米高速公路总长7039.766m（设计说明书54页CAD图9张）,路基,宽度,28,高速公路,总长,设计,说明书,仿单,54,cad

内容简介：: 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土石土石12356789101112131415161718192021222324252627282930313233K0+0000.734 132.26K0+0500.729 198.545036.575207.3156021.945207.3158269.9758269.97536.5758233.4K0+1000.713 118.575036.05207.216021.63207.217927.857927.8536.057891.8K0+1500.709 139.495035.55207.116021.33207.116451.5756451.57535.556416.03K0+2000.726 163.185035.875207.1756021.525207.1757566.857566.8535.8757530.98K0+2500.736 239.515036.55207.316021.93207.3110067.2510067.2536.5510030.7K0+300233.865018.4203.686011.04203.6811834.275 11834.2818.411815.9K0+350216.285020602011253.511253.511253.5K0+400239.015020602011382.111382.111382.1K0+450260.785020602012494.575 12494.5812494.6K0+500278.335020602013477.625 13477.6313477.6K0+550291.335020602014241.375 14241.3814241.4K1+141296.62212060206064.6228 6064.6236064.62K1+141296.62大、中桥梁K1+150303.6892060202701.3568 2701.3572701.36大、中桥梁K1+200288.055020602014793.275 14793.2814793.3K1+250280.1950206020142061420614206K1+300280.045020602014005.6514005.6514005.7K1+498283.71382060209962.4714 9962.4719962.47K1+498283.71大、中桥梁K1+500287.632206020571.34272 571.3427571.343大、中桥梁K1+550274.885020602014062.9514062.9514063K1+600282.665020602013938.5513938.5513938.6K1+626.980285.58 26.982060207665.5576 7665.5587665.56K1+650287.84 23.022060206600.0642 6600.0646600.06K1+700291.95020602014493.375 14493.3814493.4K1+750294.85020602014667.425 14667.4314667.4小计19939.8119.439.8248699.59 248699.6199248501累计19939.8119.439.8248699.59 248699.6199248501(m2)面积距离(m)(Km)备注借方数量(m3)及运距桩号横断面弃方数量土石（附录6）路基土石方数量计算表第 1 页共 7 页挖方分类及数量 (m3)本桩利用(m3)及运距挖余(Km) 总数量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)填缺编制：复核：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土石土石12356789101112131415161718192021222324252627282930313233K1+750294.8K1+800296.545020602014783.575 14783.5814783.6K1+850297.445020602014849.525 14849.5314849.5K1+900300.155020602014939.775 14939.7814939.8K1+950298.285020602014960.875 14960.8814960.9K2+000292.485020602014769.0514769.0514769.1K2+011.097290.97 11.0972060203237.2612 3237.2613237.26K2+050284.83 38.90320602011200.174 11200.1711200.2K2+100274.345020602013979.2513979.2513979.3K2+150264.65020602013473.413473.413473.4K2+161.097262.95 11.0972060202927.0892927.0892927.09K2+200257.17 38.90320602010117.114 10117.1110117.1K2+250249.775020602012673.4512673.4512673.5K2+515186.03252060205934.7875 5934.7885934.79K2+515186.03大、中桥梁K2+550205.72352060206855.6618 6855.6626855.66大、中桥梁K2+600200.195020602010147.725 10147.7310147.7K2+6500.721 208.255018.025203.6056010.815203.60510210.8510210.8518.02510192.8K2+7000.716 197.785035.925207.1856021.555207.18510150.810150.835.92510114.9K2+7500.716 201.325035.8207.166021.48207.169977.6759977.67535.89941.88K2+8000.744 175.435036.5207.36021.9207.39418.9259418.92536.59382.43K2+8500.743 194.445037.175207.4356022.305207.4359246.89246.837.1759209.63K2+9000.744 184.415037.175207.4356022.305207.4359471.2259471.22537.1759434.05K2+9500.754 105.135037.45207.496022.47207.497238.47238.437.457200.95K3+00013.12 33.14750346.852069.3760208.112069.373456.8253456.825346.853109.98K3+0505.916 59.63950475.92095.1860285.542095.182319.652319.65475.91843.75K3+10018.45 33.13750609.1520 121.83 60365.4920121.832319.42319.4609.151710.25小计1669.95333.991001.97333.99238659.26 238659.31669.95236989累计1868.95373.791121.37373.79487358.85 487358.91868.95485490 总数量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)填缺本桩利用(m3)及运距挖余(Km)(Km)备注借方数量(m3)及运距路基土石方数量计算表第 2 页共 7 页挖方分类及数量 (m3)桩号横断面弃方数量土石(m2)面积距离(m)编制：复核：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土石土石12356789101112131415161718192021222324252627282930313233K3+10018.45 33.137K3+1508.387 39.62650670.92520 134.19 60 402.555 20 134.1851819.0751819.075670.9251148.15K3+2000.72130.8650227.67520 45.535 60 136.605 2045.5354262.24262.2227.6754034.53K3+2507.0079.53450193.17520 38.635 60 115.905 2038.6353509.93509.9193.1753316.73K3+3000.729 198.2650193.42038.6860116.042038.685194.955194.95193.45001.55K3+35026.865 5.71650689.8520 137.97 60413.9120137.975099.55099.5689.854409.65K3+4000.688 109.8150688.82520 137.77 60 413.295 20 137.7652888.2252888.225688.8252199.4K3+45012.061 2.23550318.72520 63.745 60 191.235 2063.7452801.22801.2318.7252482.48K3+5000.689 168.2350318.752063.7560191.252063.754261.7254261.725318.753942.98K3+5503.376 48.34650101.62520 20.325 6060.9752020.3255414.55414.5101.6255312.88K3+6000.695 108.9350101.77520 20.355 6061.0652020.35539323932101.7753830.23K3+6500.686 137.345034.525206.9056020.715206.9056156.756156.7534.5256122.23K3+7008.676 39.91750234.052046.8160140.432046.814431.3254431.325234.054197.28K3+75012.607 26.74250532.07520 106.42 60 319.245 20 106.4151666.4751666.475532.0751134.4K3+8001.682 73.14150357.22520 71.445 60 214.335 2071.4452497.0752497.075357.2252139.85K4+117190.583739.2074220 7.8415 60 23.5245 20 7.841484308.8779 4308.87839.20744269.67K4+117190.58大、中桥梁K4+150217.96332060206740.8958 6740.8966740.9大、中桥梁K4+200232.275020602011255.511255.511255.5K4+250229.835020602011552.311552.311552.3K4+300210.75020602011013.0511013.0511013.1K4+350231.025020602011042.975 11042.9811043K4+4200.304 150.61102060202178.3752178.3752178.38K4+4200.304 150.61大、中桥梁K4+4500.76227.793015.96203.192609.576203.1925675.9585675.95815.965660大、中桥梁K4+5000.761 204.135038.025207.6056022.815207.60510797.810797.838.02510759.8K4+5500.715 194.645036.9207.386022.14207.389969.19969.136.99932.2小计4792.6924958.542875.62958.538138469.73 138469.74792.69133677累计6661.64241332.33996.991332.33625828.58 625828.66661.64619167(m2)面积距离(m)(Km)备注借方数量(m3)及运距桩号横断面弃方数量土石路基土石方数量计算表第 3 页共 7 页挖方分类及数量 (m3)本桩利用(m3)及运距挖余(Km) 总数量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)填缺编制：复核：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土石土石12356789101112131415161718192021222324252627282930313233K4+5500.715 194.64K4+6005017.875203.5756010.725203.5754865.9754865.97517.8754848.1K4+650266.63502060206665.6756665.6756665.68K4+700256.585020602013080.1513080.1513080.2K4+7500.713 158.285017.825203.5656010.695203.56510371.475 10371.4817.82510353.7K4+800276.695017.825203.5656010.695203.56510874.2510874.2517.82510856.4K4+850271.75020602013709.725 13709.7313709.7K4+900240.015020602012792.675 12792.6812792.7K4+950231.265020602011781.775 11781.7811781.8K4+966.194212.83 16.1942060203595.8213595.8213595.82K5+000228.33 33.8062060207456.9275 7456.9277456.93K5+050267.485020602012395.325 12395.3312395.3K5+100291.235020602013967.725 13967.7313967.7K5+150233.525020602013118.6513118.6513118.7K5+166.194217.14 16.1942060203648.9616 3648.9623648.96K5+200252.06 33.8062060207930.7524 7930.7527930.75K5+2500.743176.75018.575203.7156011.145203.71510718.8510718.8518.57510700.3K5+3000.761 124.875037.6207.526022.56207.527539.17539.137.67501.5K5+3500.72160.155037.025207.4056022.215207.4057125.3757125.37537.0257088.35K5+4000.719 151.115035.975207.1956021.585207.1957781.57781.535.9757745.53K5+4500.72150.915035.975207.1956021.585207.1957550.5257550.52535.9757514.55K5+5000.72143.255036207.26021.6207.273547354367318K5+5500.717 136.225035.925207.1856021.555207.1856986.756986.7535.9256950.83K5+552.2260.717 135.99 2.2261.59604220 0.3192 60 0.95763 20 0.31921302.9675302.96751.59604301.371K5+6000.717 128.79 47.774 34.253958 20 6.8508 60 20.5524 20 6.850796324.7766324.77634.2546290.52K5+6500.72117.655035.925207.1856021.555207.1856161.056161.0535.9256125.13K5+7000.725 115.585036.125207.2256021.675207.2255830.75830.736.1255794.58小计398.579.7239.179.7219931.46 219931.5398.5219533累计7060.142414124236.091412.03845760.048457607060.14838700 总数量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)填缺本桩利用(m3)及运距挖余(Km)(Km)备注借方数量(m3)及运距路基土石方数量计算表第 4 页共 7 页挖方分类及数量 (m3)桩号横断面弃方数量土石(m2)面积距离(m)编制：复核：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土石土石12356789101112131415161718192021222324252627282930313233K5+7000.725 115.58K5+7500.713 109.215035.95207.196021.57207.195619.655619.6535.955583.7K5+752.2260.713 108.17 2.2261.58713820 0.3174 60 0.95228 20 0.31743241.94505 241.94511.58714240.358K5+8000.7296.021 47.774 34.230071 206.8466020.53820 6.846014877.5582 4877.55834.23014843.33K5+8500.718 79.6445035.95207.196021.57207.194391.6254391.62535.954355.68K5+9000.722 78.3885036207.26021.6207.23950.83950.8363914.8K5+9500.711 95.2075035.825207.1656021.495207.1654339.8754339.87535.8254304.05K6+0000.71467.795035.625207.1256021.375207.1254074.9254074.92535.6254039.3K6+0500.719 58.9335035.825207.1656021.495207.1653168.0753168.07535.8253132.25K6+1000.719 53.8615035.95207.196021.57207.192819.852819.8535.952783.9K6+1500.7249.3075035.975207.1956021.585207.1952579.22579.235.9752543.23K6+2000.7246.585036207.26021.6207.22397.1752397.175362361.18K6+2500.7245.2095036207.26021.6207.22294.7252294.725362258.73K6+3000.7245.1795036207.26021.6207.22259.72259.7362223.7K6+3500.7247.0345036207.26021.6207.22305.3252305.325362269.33K6+4000.7252.4915036207.26021.6207.22488.1252488.125362452.13K6+4500.721 57.4495036.025207.2056021.615207.2052748.52748.536.0252712.48K6+5000.7262.7795036.025207.2056021.615207.2053005.73005.736.0252969.68K6+5590.1323 58.3324917.992820 3.5986 60 10.7957 20 3.598563044.0456 3044.04617.99283026.05K6+5590.1323 58.332大、中桥梁K6+6000.735 44.1714117.7796520 3.5559 60 10.6678 20 3.555932101.31972101.3217.77972083.54大、中桥梁K6+6500.72331.095036.45207.296021.87207.291881.5251881.52536.451845.08K6+70036.55250931.87520 186.38 60 559.125 20 186.375777.25777.25777.25154.625K6+75031.551501702.57520 340.52 60 1021.55 20 340.5151702.58K6+80026.572501453.07520 290.62

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