镇江港五万吨级码头结构设计与施工组织设计50,000-tonwharfofZhenjiangPortDesignandConstructionDesign摘要该论文为镇江港高桩板梁式码头设计,地处京杭大运河与长江十字交汇处,是我国长江主枢纽港之一。该地所处的地质条件基本为淤泥,适合使用高桩码头这种结构型式,高桩码头结构自重轻,为透空结构,可以减弱波浪对码头的影响。本设计主要分镇江港5万吨级板梁式高桩码头,主要分为四大部分:第一、根据当地实际情况对码头进行了结构选型,总平面做了布置,包括码头前沿水深、码头面高程、泊位长度等,此外,根据相关规范,对码头的各构件尺寸进行了估算。第二、对所承受的荷载以及各构件进行了计算,这部分是本设计的核心内容,包括对面板、纵梁、横向排架、桩基和靠船构件的详细计算,其中横向排架和桩基采用上海易工软件进行了计算。第三、进行了简单的施工组织设计,包括工程简介、场地安排和施工进度计划三部分。第四、对码头各断面,包括各构件进行了CAD绘图。关键词:高桩;板粱式;结构;内力计算IAbstractThepaperpileboardinZhenjiangporthighbeamterminaldesign,locatedintheBeijing-HangzhouGrandCanalandtheYangtzeRiverCrossInterchange,isthemainhubofChina'sYangtzeRiver.Themannerinwhichthebasicgeologicalconditionsforthesludge,suitableforhigh-piledwharfofthisstructuretype,high-pilewharfstructure,lightweight,forthepermeablestructure,canweakentheimpactofwavesonthepier.ThedesignofthemainpointsofZhenjiangport50,000t-classplatebeamwharf,dividedintofourparts:First,accordingtolocalactualsituationontheterminalsofthestructureofselection,thetotalplanemadealayout,includingthefrontdockwaterdepth,theterminalsurfaceelevation,berthlength,inaddition,accordingtotherelevantnorms,onterminalswereestimatedsizeofeachcomponent.Second,theloadsandthecomponentswerecalculated,thispartisthecoreofthisdesign,includingthepanel,longitudinal,transversebent,pilefoundationandthedetailedcalculationsbyshipcomponents,includingTransverseandeasytoworkwithShanghaipilecalculationsoftware.Third,forthesimpleconstructiondesign,includingprojectprofiles,venuearrangementsandtheconstructionscheduleofthreeparts.Fourth,thesectionofthepier,includingthecomponentswereCADdrawing.Keywords:highpiledwharf;beamsplate;structure;internalforcecalculationII第一章绪论..................................................................................................................11.1我国港口的基本情况...............................................................................................11.1.1港口的作用.....................................................................................................11.1.2港口的规模和经济都有了跨越式发展.........................................................11.1.3港口的管理体制.............................................................................................21.2江苏省的港口情况...................................................................................................21.3镇江港口情况...........................................................................................................31.3.1镇江港的地理位置及交通环境.....................................................................31.3.2镇江港的自然条件.........................................................................................31.3.3镇江建港的必要镇江建港的必要性和重要性.............................................5第二章设计资料..........................................................................................................62.1自然条件.............................