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大小:2.32 MB
页数:63页
时间:2019-05-13
《旧桥整体加宽中若干问题的研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、日桥熬体加宽中若干问题的研究y870177TheReasearchaboutSomeQuestionsoftheOldBridges’BeingEntirelyBroadened作者姓名吐生学位类墅堂压獗±学科、专业.噬遮王猩研究方向越一壶道路董叠筮导师及职称拯盛越麴援2006年5月Withthedevelopmentoftrafficcauseofourcountry,thetrafficofhighwaybombingeverday,somehighwayhavetoberedesigned
2、becausetheycannotmeetneeds.Whenthehighwayneedtobebroadened,Wemustredesignthebridgesandtheculverts。Whenweredesignthesebridgeswhichcannotmeetneeds,load—bearingcapacityquestionscomeupwiththem.So,1wanttostudysomeofthemandhopethatIcanbringsomehelptosomeen
3、gineersofbridges.Wedealwiththesebridgeswhichcannotmeettheneedsofcriterion,Comparetotechniqueandeconomics,Weaddthesebridges’widthonthebasisofnewstandardsinordertomakefulluseoforiginalbridges.Thebridgeswhichcannotmeettheneedsofcriterionhavetobeauthenti
4、cated,repaired,reinforcedandredesigned.Thepaperthoroughlyanalysesstipulationconditionofoldbridges’wholeredesign,makesuseofthetheoryonshrinkage,cheep,andfoundationsubsidechanges,carriesonrelevantprojectcomparison.chooseandsystematicalanalysis,dealswit
5、hthelongitudinalsew’Sshearingdeformationbetweenthenewandoldbridges,choosesproperconjuctioncraftandmethod,solvesthequestionsoftheoldbridges’beingentirelybroadened,makesthenewandoldbridgesworkharmoniously,inordertomeettrafficneed.IverifythemwithTbeambr
6、idgewholeredesignofFoshan—Kaipingsuperhighwayandprovidesomeexperiencetodesignthesebridgeswhichneedtobebroadenedinthefuture。Keywords:oldbridge,beingentirelybroadened,shrinkage,cheep,subsidence插图清单图2.1车辆荷载横向布置⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯1l图2.2旧桥加宽改建设计流程框图⋯⋯⋯
7、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯13图3.1老化理论在不同加载龄期的徐变系数⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯28图4.1佛开高速公路项目地理位置图⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯3l图4.2T梁整体连接断面图⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯34图4.3新旧T梁全桥仿真空间模型⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯37图4.4刚性连接方案一连接构造图⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯38图4.5刚性连接方案二连接构造图⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯38图4.6旧桥中梁跨中截面横断面⋯
8、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯39图4.7新桥中粱跨中截面横断面⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯39图4.8连接处旧桥边梁跨中截面横断面⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯39‘图4.9连接处新桥边梁跨中截面横断面⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯39图4.10不拼时和一年后相拼(方案一)时恒载下的支座反力⋯⋯⋯⋯⋯⋯⋯40图4.11不拼时和两年后相拼(方案一)时恒载下的支座反力⋯⋯⋯⋯⋯⋯⋯41图4.12不拼时和一年后相拼(方案二)时叵载下的支座反力⋯⋯⋯⋯⋯⋯⋯⋯41图4.13不拼时和
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