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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》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⋯⋯⋯⋯⋯
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