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ID:33220951
大小:24.23 MB
页数:79页
时间:2019-02-22
《新型橡胶隔振器浮置板轨道结构参数设计与环境振动评价》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、万方数据西南交通大学硕士研究生学位论文第1I页曼曼寰曼苎!曼苎!!!!!舅曼曼!I!曼苎曼!!!!曼兰曼皇!曼皇皇蔓曼曼!曼曼曼苎!!曼!曼皇苎!!AbstractAnincreasingnumberofurbanrailtransitconstructionwereputintouseinourcountry,whichmeetsthecity'sefficienttraveldemand,however,italsoproducesanewsourceofvibrationandnoisepollution.Thenewtyperubberv
2、ibrationisolatorfloatingslabtrack,whichhaslaidthetestlineandmadeagoodtestresultsinforeigncountry,hassomegoodDroperties:suchashighisolationefficiency,convenientlifting,andeasytorepair.However,fewaDplicabilityresearcheswereconductedaboutthedesignoffloatingslabinourcountry,sofur
3、therresearchonthepropertiesanddesignaboutthiskindoffloatingslabtrackisnecessarY·Basedonthedomesticandinternationaldataaboutthefrequently—usedvibrationiso.1ationinurbanrailwaysystem,andtheresultsfromthestudiesaboutnewtypevibrationis01ationintestlines.Inordertogetthesystemicdyn
4、amicparametersofthenew啪efloat.mgslabtrackwithrubbervibrationisolator,thefiniteelementsoftwareANASYSwasusedinthispapertoanalyzethenaturalfrequencyandtoevaluatethestructuralstrengthoffloatmgslab.ThenthedynamicresponsewithdrivingconditionsoffloatingslabwasanalvzedthroughANSYS/LS
5、.DYNA.FinallyABAQUSandthetheoryofinfiniteboundarywere硫egratedtoestablishatunnel—soil3Ddynamicfiniteelementmodel,thismodelcanbeusedtostudythevibrationattenuationlawandevaluatethedampingeffectoffloatingslabtrackwithrubbervibrationisolator.Theresultsshowthat:1.Modelfrequencyoffl
6、oatingslabsystemisinproportiontotheverticalstiffness,butinconverseproportiontothequalityoffloatingslab;efficiencyoffloatingslabtrackwithrubbervibrationisolatorwasimprovedbyincreasingthequalityoffloatingslab,increasingdistancebetweendia’erentisolators,reducingthestiffness.Howe
7、ver,theabovementionedmethodmightbringoutsomedisadvantageaboutthesafetyanddurabilityinthestructure·2.Basedontheconsiderationoffloatingplatestrengthcalculationandeconomicfactors.2.5mdistancefromcontiguousrubbervibrationisolatorwithverticalstiffness12·5kN/mmisrecommendedinthelay
8、outplan.3.V沁ratbnenergyproducedwhiledrivingcannottransfertothetunnel
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