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首页|期刊导航|青岛大学学报(自然科学版)|不同基础隔振装置对地铁周围建筑物振动影响研究

不同基础隔振装置对地铁周围建筑物振动影响研究

徐风远 李文斌 赵奇 陈云龙 张骞

青岛大学学报(自然科学版)2025,Vol.38Issue(1):51-56,6.
青岛大学学报(自然科学版)2025,Vol.38Issue(1):51-56,6.DOI:10.3969/j.issn.1006-1037.2025.01.08

不同基础隔振装置对地铁周围建筑物振动影响研究

Research on the Influence of Different Base Isolation Devices on the Vibration of Buildings Surrounding the Subway

徐风远 1李文斌 1赵奇 1陈云龙 1张骞2

作者信息

  • 1. 青岛大学机电工程学院,青岛 266071
  • 2. 青岛大学机电工程学院,青岛 266071||中车青岛四方机车车辆股份有限公司高速列车系统集成国家工程实验室,青岛 266111
  • 折叠

摘要

Abstract

To investigate the impact of different base isolation devices on the vibration and noise of buildings surrounding the subway,rubber bearings and disc spring vibration isola-tion supports were selected.A vehicle-track coupling model was established using the multi-body dynamics software UM.This model facilitated the simulation and calculation of the vertical wheel-rail force when the subway train was operating at a speed of 80 km/h.A tunnel-soil-building model was constructed in the finite element software ABAQUS.The wheel-rail force was applied as an external load,and a simulation analysis was conduc-ted to research the effects of vibration isolation elements on subway vibration and noise.The research results show that rubber bearings and disc spring vibration isolation bearing can effectively reduce the vibration acceleration of each floor of the building.Compared with no vibration isolation,the peak values of vertical vibration acceleration at the center of the fifth floor of the building with isolation devices are reduced by 41.31%and 59.64%,respectively.Additionally,the Z-vibration levels are reduced by 4.63 dB and 7.88 dB,respectively.

关键词

地铁列车/结构振动/结构减振/Z振级

Key words

subway train/structural vibrations/structural vibration reduction/Z-vibration level

分类

建筑与水利

引用本文复制引用

徐风远,李文斌,赵奇,陈云龙,张骞..不同基础隔振装置对地铁周围建筑物振动影响研究[J].青岛大学学报(自然科学版),2025,38(1):51-56,6.

基金项目

山东省自然科学基金(批准号:ZR2019PEE011)资助. (批准号:ZR2019PEE011)

青岛大学学报(自然科学版)

1006-1037

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