水泥廠路施工圖設(shè)計校內(nèi)用翻譯

學(xué)號畢業(yè)設(shè)計說明書摘GRADUATE設(shè)計學(xué)號畢業(yè)設(shè)計說明書摘GRADUATE設(shè)計題目：水泥廠路施工圖設(shè)學(xué)于小專業(yè)班級112學(xué)院建指導(dǎo)教師張晉講2015610焦家莊、廠區(qū)東門口。擬建按路基寬10m，路面寬7.5m（瀝青混凝土路面）的雙向車道 分隔帶硬路肩為2×0.75土路肩為行車道為2×3.75m。設(shè)計速度為60km/h，路線總長2052.81m,起點樁號K0+000.00，終點樁號為焦家莊、廠區(qū)東門口。擬建按路基寬10m，路面寬7.5m（瀝青混凝土路面）的雙向車道 分隔帶硬路肩為2×0.75土路肩為行車道為2×3.75m。設(shè)計速度為60km/h，路線總長2052.81m,起點樁號K0+000.00，終點樁號為K2+052.81。設(shè)計路線平曲線半徑最大為500m，最小300m32個凹形豎曲線，1個凸曲線，4000m2000m 。在紙上選定道路中線的位置1：1：1（1）25m一點用緯地軟件計算出道各點的地面高程，生成.HDM3.71%0.345%。本路段共設(shè)4。1%～2%3%進(jìn)一步的修改 最后得到路面結(jié)構(gòu)設(shè)計結(jié)果如下細(xì)粒式瀝青混凝 。1%～2%3%進(jìn)一步的修改 最后得到路面結(jié)構(gòu)設(shè)計結(jié)果如下細(xì)粒式瀝青混凝 30中粒式瀝青混凝 40粗粒式瀝青混凝 60200250地表植被 及雜質(zhì)土清除roductiontotheThisdesignisthecementplantsectionoftheconstructionplandesign.FromWangGuanYingZhenFengrunDistrictStreet,westwardthroughJiaoJiaying,finallyatJidongcenmentplantgateofthreephase.Thetotallengthisabout2.05ermediatecontrols:FengDongRoad,JiaoJiaZhuang,theeastgate.TheedprojectisaccordingtoroductiontotheThisdesignisthecementplantsectionoftheconstructionplandesign.FromWangGuanYingZhenFengrunDistrictStreet,westwardthroughJiaoJiaying,finallyatJidongcenmentplantgateofthreephase.Thetotallengthisabout2.05ermediatecontrols:FengDongRoad,JiaoJiaZhuang,theeastgate.Theedprojectisaccordingtosecondaryroadstandard,thewidthis10m,roadwidthis7.5m(AsphaltConcretePavement).Two-waylane,medianstrip,thehardshoulderis2*0.75,theearthshoulderis0.5m,carriagewayis*3.75m.Designspeedis60km/h,theengthis2052.81m,startingoflenumberisK2+052.81.umradiusofdesignrouteis500m,andtheminimumis300m.Thelongitudinaldesignsetvariableslopes,2concaveverticalcurve,1convexcurves,umof4000m,theminimumradiusofGraphicTheeofroadrouteselectionisbasedonthenatureoftheroad,gradesandstandardsoftheroad,andcombinethegeological,surface,featurestheconditionsalongtheroad,andcombinethethreefactorsofflat,verticalhorizontal.Roadmidlinelocationher.Theaskofthe lectionistodeterminethespecificdirectionandtheoveralllayout,setitionandselectedelementsofthecurveoftheroadspecifically,routebyselectedroadlineonTheplanealignmentconsistsofthreelinearcombinationsofstraightline,curveandmoderatecurve.Ofcourse,thisthreelinersobeodifferentalignment,themainuseofthisdesignisthebasictype.Thedesignshouldpayattentiontothecoordinationandcooperationofthecirclecurve,linearcombinationandlinearappearanceproducedgooddrivingandvisualeffect,designedthescaleofstraightline,easecurveandcirclecurvelengthto1:1:1.Longitudinalsection(1)Attheof25m,thegroundelevationofeachoftheroadcalculatedbysoftware,andthe.HDMdataisgeneratedandtheroadlongitudinaliscombination,testslope,accordingto"controls",consideringHorizontal Vertical,excavation fillandset many factorsareinitially theslopeline.Thencalculate.Tunebinedwithentofthelection,controlstandardsrequiredumlongitudinalslope,slopelengthlimit,andHorizontalVerticalAlignmentcombinationofmany factorsareinitially theslopeline.Thencalculate.Tunebinedwithentofthelection,controlstandardsrequiredumlongitudinalslope,slopelengthlimit,andHorizontalVerticalAlignmentcombinationoftheadequacyoftuneslope.longitudinalslopeofthissectionis3.71%,theminimumslopeis0.345%.TherearevariableslopeshisCross-sectionAccordingto《TheHighwayEngineeringTechnologyStandardJTGB012003》theroadbedwidthofthegradetwohighwayis10m.Inordertopavementhorizontaldrainage,thepavementismadearchedfromcentertoeAccordingto《TheAsphaltConcretePavementDesignSpecifications(JTG2002)regulations,2%crownslopeasphaltconcretepavement.Inordertooffsetcentrifugalforcegeneratedwhenhecurvesections,thepavementisoaformofaytransverseslopewhichisoutsidenultra-high.Theultra-highhorizontalhecircularshouldbecompatiblethecircularcurveradiushighonthetransitioncurveisagradualchangeinultra-Therefore,fromthestraightlinetothehorizontalslopegradienttothecircularonaycrosssectionoftheroad,calledtheultra-hightransitionsectionultrahightransitionCombinationofHorizontalandVerticalInordertoensurethesafetyandcomfortoftheexerciseofthecar,theroadflat,verticalandhorizontalcombinationasthemainlinetostudy,harmonyandcombinationofplaneandverticalalignmentwillbeabletovisuallynaturallyinducedbythedriver'slineofsight,andkeeptheofcontinuity,whiletheflatcurvehelectiongenerallytobeconsideredthebridgefromtheriverorthogonalintoreducetheamountofengineeringanddesignandconstructionofthedifficultyofthestructures,savingmoney,reducingthecost.ThedesignofTheroadcross-sectiondesignisbasedontherequirementofdrivingontheroad,combinedwithlocaltopography,geology,hydrologyandothernaturalconditions,todeterminetheformofacross-sectionlocationandsizeofThisroadsphaltconcretepavement,roadhumpscrossslopeof2.0%.shoulderwidthis0.5m,duetotheshouldercrossslopeshouldbenhumpsis1%to2%archcrossslope,designedwiththeearthshouldercrossslope3%.Theultra-highformofwindingroadhumpsis1%to2%archcrossslope,designedwiththeearthshouldercrossslope3%.Theultra-highformofwindingroadcenterline ionalongmentcross-sectionaldesign.Fillslopeof1:1.5cutslopeforntroductionofPavementPavementdirectlyundertheactionofthevehicle,isanimportantpartoftheroadworks,usuallybasedontheneedtodrivethevehicle,usinghighqualitymaterialstobuilt.Subgradeasthepavementstructureofthefoundationshouldbesufficientandstability.Takingthereboundmodulusasthemechanicalindexofsubgradestrengthandstability.Ruggedsubgradeisnotonlyanimportantguaranteeforpavementndstability,butalsocancreatefavorableconditionsforprolongingservicelifeofpavement,sothecomprehensivedesignofsubgradepavementisveryimportant.Bythedesignthicknessofroundinganddesignersofpavementthicknessfurthermodifications,finallyobtainsthepavementstructuredesignresultsareasFinegrainedasphalt30Mediumgrainedasphalt40Coarsegrainedasphalt60Limeflyash200Lime250NewConstructionRoadstakeoutbeforethedealwiththefullrangeoftraverses,sretestmustbestrictlycoordinatemethodofconstructionforthelinelevel,longitudinaldesigncannotbemod