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钢弹簧浮置板道床在西安地铁中减振效果分析

康佐 董霄 郑建国 钱春宇 连晨龙

地震工程学报Issue(2):372-376,5.
地震工程学报Issue(2):372-376,5.DOI:10.3969/j.issn.1000-0844.2015.02.0372

钢弹簧浮置板道床在西安地铁中减振效果分析

Vibration Reduction Effect of Steel-spring Floating Slab Track Bed Applied to Xi’an Metro

康佐 1董霄 2郑建国 2钱春宇 2连晨龙2

作者信息

  • 1. 西安市地下铁道有限责任公司,陕西 西安 710018
  • 2. 机械工业勘察设计研究院,陕西 西安 710043
  • 折叠

摘要

Abstract

Xi’an metro line 2 runs under the Bell Tower in Xi’an.In order to reduce the effect of the vibration on the Bell Tower caused by the long-term operation of the metro,a steel-spring floating slab track bed is adopted.Mainly based on the measured data,which monitors the influ-ence of the Bell Tower’s vibration under the operation of subway line 2,this paper compares and analyzes the measured values of vibration on the steel-spring floating slab track bed and usual track bed.The differences in the damping effect between the spring floating slab track bed and the usual track bed is worked out to evaluate the vibration-damping effect of the steel-spring floating slab track bed in the subway.

关键词

钢弹簧浮置板道床/减振效果/振动监测

Key words

steel-spring floating slab track bed/vibration reduction effect/vibration monitoring

分类

交通工程

引用本文复制引用

康佐,董霄,郑建国,钱春宇,连晨龙..钢弹簧浮置板道床在西安地铁中减振效果分析[J].地震工程学报,2015,(2):372-376,5.

基金项目

国机集团科技发展基金(集团13科192号) (集团13科192号)

地震工程学报

OA北大核心CSCDCSTPCD

1000-0844

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