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1、届港口航道与海岸工程专业毕业设计摘要本码头为新建工程，地处长江的中上游，水位差较大，方案设计采用了架空斜坡式码头方案。通过计算，设计满足码头今后的要求。由于斜坡式码头简单可行，在水位差大的地区，斜坡式仍是首选的方案。该码头斜坡道为架空式斜坡道，由轨道梁、横隔板、连系梁、盖梁、地梁、桩等构成，3个泊位共6条作业线。坡顶为砼挡墙，墙后回填形成陆域。本设计包括文献综述，英文翻译，开题报告、码头总平面设计、码头结构初步设计、码头结构施工图设计、施工图绘制及说明书编制等。首先，根据设计资料书进行总平面布置；接着，进行方案设计及比选，通过全面考虑工程概算、结构的合理性、施工的难易程度及工程
2、经济性等进行比选，提出推荐方案，最终决定所选用的码头结构形式；之后，对斜坡道进行了结构尺寸选型，进而对各构件进行内力计算，使结构满足要求。结构设计中进行了轨道梁和盖梁的配筋计算。关键词：斜坡码头，方案设计，初步设计，施工图设计II涪陵港北拱多用途码头工程—3000吨级架空斜坡码头结构设计ABSTRACTThenewterminal,locatedinthemiddleandupperreachesoftheChangjiangRiver,thewaterlevelisarelativelylarge.DesignusedoverheadslopesTerminalprogram
3、.Bycalculating,designterminalsmeettherequirementsofthefuture.Theslope-styleterminalsimpleandfeasible,thewaterlevelintheregioniswide,slope-isthepreferredoption.TheTerminalRoadelevatedslopes-rampfromorbitbeam,Diaphragm,connectingbeam,bentcap,groundbeam,Pile,etc.Threeberthsatotalofsixoperatingl
4、ines.Crestoftheconcreteretainingwall,thewallformedafterbackfillingShore.ThedesignincludesLiteratureReview,Englishtranslation,openedthatreport,theterminaltotalgraphicdesign,theterminalstructureofthepreliminarydesignPierstructuralconstructiondesign,constructionmappingandbrochures,amongothers.F
5、irst,accordingtothedesignofthedatabookforoveralllayout;Then,programdesignandselection,throughthefullbudgetfortheprojects,thestructureisreasonable,Constructionofthedegreeofdifficultyandeconomicprojectsconductedovertheelection,recommendingtheprogram,thefinaldecisiontochoosethepierstructure;Aft
6、ertheslopechannelsinthestructuresizeselection,thenthecomponentoftheinternalforcesofcalculationsothatthestructuremeettherequirements.Structuraldesignoftrackbeamandthebeamreinforcementcalculation.KEYWORDS:slopeterminal,programdesign,preliminarydesign,constructiondesignII
