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时速120km地铁梯形轨枕轨道现场测试与分析

葛辉 王平

铁道标准设计2017,Vol.61Issue(4):38-42,5.
铁道标准设计2017,Vol.61Issue(4):38-42,5.DOI:10.13238/j.issn.1004-2954.2017.04.009

时速120km地铁梯形轨枕轨道现场测试与分析

Test and Analysis of Ladder Sleeper Track for 120km/h Metro

葛辉 1王平2

作者信息

  • 1. 西南交通大学高速铁路线路工程教育部重点实验室,成都 610031
  • 2. 西南交通大学土木工程学院,成都 610031
  • 折叠

摘要

Abstract

In order to evaluate the damping effect of the ladder sleeper track for 120km/h metro, the damping effect of the ladder sleeper track is analyzed and compared with that of the ordinary long sleeper monolithic track in the time and frequency domain based on the dynamic test of a subway line.The results show that the damping effect of the ladder sleeper track is good and vibration is effectively reduced.The ordinary long sleeper monolithic track can effectively reduce the diffusion of vibration acceleration from rail to track bed, but its damping effect in reducing vibration acceleration from tunnel to track bed is weaker than that of the ladder track.On the whole, the damping effect of is better than that of the ordinary long sleeper monolithic track, and the ladder sleeper track can effectively reduce the middle-high frequency noise.

关键词

梯形轨枕/时速120km/现场测试/减振效果/地铁

Key words

Ladder sleeper track/Speed of 120km/h/In-situ test/Damping effect/Metro

分类

交通工程

引用本文复制引用

葛辉,王平..时速120km地铁梯形轨枕轨道现场测试与分析[J].铁道标准设计,2017,61(4):38-42,5.

基金项目

国家杰出青年科学基金项目(51425804) (51425804)

铁道标准设计

OA北大核心

1004-2954

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