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1、貴州大學(xué)畢業(yè)論文(設(shè)計(jì))貴州大學(xué)畢業(yè)論文貴州某新建二級(jí)公路設(shè)計(jì)起迄里程:K0+000~K2+212.567專業(yè)名稱:道路橋梁工程姓名:考點(diǎn)名稱:貴州交通職業(yè)技術(shù)學(xué)院準(zhǔn)考證號(hào):聯(lián)系電話:貴州大學(xué)畢業(yè)論文(設(shè)計(jì))摘要為了鞏固我們所學(xué)的知識(shí),并在各方面得到更進(jìn)一步的提高,我們選擇了貴州某地區(qū)新建二級(jí)公路設(shè)計(jì)作為畢業(yè)設(shè)計(jì),這是在畢業(yè)之前對(duì)自身學(xué)習(xí)狀況的最后一次檢查。我所選擇的設(shè)計(jì)路段是從K0+000至K2+212.567段,全長2212.567米,設(shè)計(jì)車速60km/h,路基寬度為10m。此次畢業(yè)設(shè)計(jì)主要包括的內(nèi)容如
2、下:1、路線設(shè)計(jì):在已知平面圖的情況下,進(jìn)行縱斷面的設(shè)計(jì),要求線路順暢、填挖平衡、經(jīng)濟(jì)合理。2、路基設(shè)計(jì):包括各個(gè)樁號(hào)的填挖計(jì)算、填挖較大地段的穩(wěn)定分析、整個(gè)線路的土石調(diào)運(yùn)借配等。3、路面設(shè)計(jì):路基在不同干濕狀態(tài)下,所設(shè)計(jì)的瀝青路面和水泥混凝土路面方案的比選,要求經(jīng)濟(jì)合理,便于施工并滿足各設(shè)計(jì)規(guī)范要求。4、路基、路面排水工程;高填挖地段的防護(hù)工程以及路基加固工程:這一部分相當(dāng)重要,對(duì)于路基排水,采用了邊溝、截水溝、急流槽等排水設(shè)施;對(duì)于路面排水,除了對(duì)路面進(jìn)行了路拱設(shè)計(jì),還進(jìn)行中央分隔帶的排水設(shè)計(jì);對(duì)于特殊
3、路段的防護(hù)和加固主要采用了骨架內(nèi)植草和擋土墻。5、橋涵設(shè)計(jì):包括橋梁和涵洞的形式、尺寸的設(shè)計(jì)。6、專題研究:對(duì)此行業(yè)新觀點(diǎn)或者新技術(shù)的綜述。貴州大學(xué)畢業(yè)論文(設(shè)計(jì))AbstractInordertoconsolidatewhatwehavelearnedknowledge,andfurtherimproveinallareas,wechosetwohighwaydesignforthenewGuizhouareaaspartofthegraduationdesign,thisiswhenthelastche
4、cktoownstudyconditionbeforegraduation.IchoosethedesignroadsectionisfromK0+000toK2+212.567,thetotallengthof2212.567meters,thedesignspeedof60km/h,subgradewidthof10m.Thisgraduationdesignmainlyincludesthefollowingcontents:1,Routedesign:givenaplanargraphcase,de
5、signoftheverticalsection,requestlinesmooth,cutandfillbalance,reasonableeconomy.2,.Subgradedesign:includingeachpileexcavationcalculation,cutfilllargesectionsofthestabilityanalysis,thewholelineofearthrockallocationbymatchingetc..3,Design:pavementsubgradeunde
6、rdifferentdryandwetconditions,comparisonandselectionoftheasphaltpavementandcementconcretepavementprojectrequirements,reasonableeconomy,convenientconstructionandmeetthedesignrequirements.4,Theroadbed,pavementanddrainageengineering;reinforcementofhighfilland
7、excavationsectionandsubgradeprotectionproject:thispartisveryimportant,forthedrainageofsubgrade,thesideditch,ditches,chute,drainagefacilities;forroadsurfacedrainage,inadditiontothepavementofroaddesign,alsothedraindesignofmedialdivider;protectionforthespecia
8、lsectionandreinforcementmainlyadoptstheframeworkofgrassandretainingwall.5,Bridgedesign:designincludingthebridgeandculvertform,size.6,Research:reviewtheindustrynewideasornewtechnology.貴州大學(xué)畢業(yè)論文(設(shè)計(jì))目錄摘要2Abstract