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1、哈尔滨理工大学毕业论文题目:30m预应力混凝土简支T形梁桥设计院、系:建筑工程学院土木工程系姓名:彩雷洲指导教师:毕洪涛系主任:林莉2013年6月20日30m预应力混凝土简支T形梁桥摘要本设计采用预应力混凝土简支T梁结构,其上部结构由主梁、横隔梁、行车道板,桥面部分和支座等组成,显然主梁是桥梁的主要承重构件。其主梁通过横梁和行车道板连接成为整体,使车辆荷载在各主梁之间有良好的横向分布。桥面部分包括桥面铺装、伸缩装置和栏杆等组成,这些构造虽然不是桥梁的主要承重构件,但它们的设计与施工直接关系到桥梁整体的功能与安全,
2、这里在本设计中也给予了详细的说明。本设计主要受跨中正弯矩的控制,当跨径增大时,跨中由恒载和活载产生的弯矩将急剧增加,是材料的强度大部分为结构重力所消耗,因而限制的起跨越能力,本设计采用30m标准跨径,合理地解决了这一问题。在设计中通过主梁内力计算、应力钢筋的布置、主梁截面强度与应力验算、行车道板及支座、墩台等等设计,完美地构造了一座装配式预应力混凝土简支T梁桥,所验算完全符合要求,所用方法均与新规范相对应。本设计重点突出了预应力在桥梁中的应用,这也正体现了我国桥梁的发展趋势。关键词预应力;简支T梁;后张法;应力验
3、算30mPrestressedConcreteSimplySupportedTBeamBridgeAbstractThedesignisaboutareinforceconcretesimplysupportedTbeamstructure,itssuperstructurebythekingpost,septumtransversumbeam,thelaneboard,thebridgefloorpartandthesupportandsooniscomposed,theobviouskingpostisthe
4、bridgemaincarrier.Itskingpostconnectsintothewholethroughthecrossbeamandthelaneboard,enablethevehiclesloadtohavethegoodtraversebetweenvariouskingposts.Bridgefloorpartincludingcompositionsandsoonflooring,expansionandcontractioninstallmentandparapet,thesestructu
5、resalthoughisnotthebridgemaincarrier,buttheirdesignandtheconstructionrelatesthebridgewholedirectlythefunctionandthesecurity,herehasalsogiventhedetailedexplanationinthisdesign.Thisdesignmainlystepsthesaggingmomentcontrol,whenthespanincreases,crossthebendingmom
6、entwhichproducesbythedeadloadandtheliveloadthesharpgrowth,isthematerialintensitymajorityofconsumesforthestructuregravity,thuslimitsthespanningability,thisdesignusesthe30mstandardspan,hassolvedthisproblemreasonably.Inthedesignthroughthekingpostendogenicforceco
7、mputation,thestresssteelbararrangement,kingpostsectionintensityandstresscheckingcalculation,laneboardandsupport,pillarTaiwanandsoondesigns,astructureassemblytypeprestressedconcretesimplesupportTbeambridge,thecheckingcalculationcompletelyhasconformedtotherequi
8、rementperfectly,usesthemethodandthenewstandardcorresponds.Thisdesignhashighlightedthepre-stressedwithemphasisinthebridgeapplication,thishasalsobeenmanifestingourcountrybridgetrendofdevelo