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客运专线弹性支承块式无砟轨道动力分析
引用本文:高志国,李成辉,肖庆彬.客运专线弹性支承块式无砟轨道动力分析[J].路基工程,2010,0(4):36-38.
作者姓名:高志国  李成辉  肖庆彬
作者单位:西南交通大学土木工程学院, 成都610031
摘    要:为研究弹性支承块式无砟轨道的动力特性,运用动力学基本原理,分析了扣件刚度、块下胶垫刚度与阻尼不同匹配以及轨枕块质量对基础受力的影响。结果表明:在满足轨道整体刚度时,扣件和枕下胶垫应尽量采用较小刚度值;对于不同激振频率段,应分别对待扣件和枕下胶垫阻尼取值;弹性支承块质量也如此。

关 键 词:弹性支承块    无砟轨道    动力学
收稿时间:2019-11-06

Dynamic Analysis on Elastic Bearing Block Ballastless Track for Passenger Dedicated Line
Authors:GAO Zhi-guo  LI Cheng-hui  XIAO Qing-bin
Affiliation:(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)
Abstract:In order to study the dynamic characteristics of elastic bearing block ballastless track,the paper analyzes the different matching between fastener rigidity,rubber pad rigidity and damping as well as influence of sleeper quality on foundation stress with the basic principle of dynamics.It is indicated that when track overall rigidity is satisfied,fastener and rubber pad shall be of as less rigid value as possible.For the sections with different excited frequency,the fastener and rubber pad shall be separately valued,and so is the quality of elastic bearing block.
Keywords:elastic bearing block  ballastless track  dynamics
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