拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析

拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析

ID:33009683

大小:2.44 MB

页数:65页

时间:2019-02-19

拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析_第1页
拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析_第2页
拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析_第3页
拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析_第4页
拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析_第5页
资源描述:

《拱桥上纵连底座双块式无砟轨道结构设计与纵向力分析》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库

1、西南交通大学硕士研究生学位论文第1f页AbstractThelongitudinalforceofballastlesstrackonbridgeisverycomplex.Thereisnoballastlesstrackconstructedonthearchbridgeathomeandabroad.Soitissignificanttocarryoutstructuraldesignandstudyingoflongitudinalforceofballastlesstrackonarchbridge,analyzewhichballastlesst

2、rackisfittobeconstructedonlong.spanarchbridge.ToexploretheapplicationofballastlesstrackwhichmakeUSeofcontinuousbedplateonthearchbridge,thispapersuggestfourkindsoflongitudinallybed.plateballastlesstrackbasedonthearchbridgeinBciPanjiangwhicharebothtunnelsintheendofbridge.Theyarecombi

3、nedwiththefeatureofCRTSIbi.bloekTrackandCRTSIIslabtrack.Theforceisseparatedbetweenbeamandtrackandthereinforcedslabisin—situ.Thefirstsuggestionis"continuouslyreinforcedslabintegratedwithcontinuousbedplate”,thesecondsuggestionis¨continuouslyreinforcedslabisolatedwithcontinuousbedplat

4、e”,thethirdsuggestionis”segmentedreinforcedslabintegrated研tllcontinuousbedplate”,thefourthsuggestionis”segmentedreinforeedslabisolatedwi也continuousbedplate”.Thefiniteelementmodelofrailway-slab-beam-bridgepierwhichhasconsideredrailwaydouble.1ineiscreated.Thelongitudinalforceofbi-blo

5、ckballastlesstrackonarchbridgewhichhasfourkindsofsuggestionsisanalyzedintemperatureforce,deflectionforce,brakingforce,ruptureforceandbrokenplateforce.Bythesecalculations,weknowthatthefourthsuggestionisbetter.Andthevorticaldisplacementofballastlesstrackwhichiscausedbydifferentpierhe

6、ightisanalyzed.Thetransitionzonebetweenbridgeandtunnelisre-designed.Thecontinuouslyreinforcedslabandcontinuousbedplateisanchored15metersfromthetunnel.ThemutationlongitudinalforceinthetransitionzoneiSeliminatedandtheforceofwholestructureismorereasonable.Thefrictioncoefficientofslide

7、layerandextendstiffnessofballastlesstrackwhicharefactorsforaffectingthelongitudinalforceofballastlesstrackareanalyzed.keywords:ballastlesstrack;archbridge;structuraldesign;longitudinalforce西南交通大学硕士研究生学位论文第1fI页目录第1章概述⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。11.1国内外高速铁路发展概述⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯

8、⋯⋯.11.2国内外无砟轨道应用与发展概况⋯⋯⋯⋯⋯

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。