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更换减振扣件前后地铁运营引起地面振动的研究
引用本文:王文斌,刘维宁,贾颖绚,孙晓静,李克飞. 更换减振扣件前后地铁运营引起地面振动的研究[J]. 中国铁道科学, 2010, 31(1)
作者姓名:王文斌  刘维宁  贾颖绚  孙晓静  李克飞
作者单位:北京交通大学土木建筑工程学院,北京,100044
基金项目:国家自然科学基金资助项目 
摘    要:选择北京地铁5号线宋家庄—刘家窑区段,在更换减振扣件前后2次测试地铁正常运营引起的地面水平及垂向振动加速度,对其进行频谱分析;建立轨道—隧道—土层的三维有限元模型,利用实测数据,研究垂直于地铁线路方向不同距离的振动加速度响应规律。结果表明:地铁线路位于曲线段时,地面水平与垂向振动加速度峰值和有效值基本相等;在安装DTⅥ2扣件的轨道地段,地铁列车运营引起的地面主要振动频率为40~80 Hz,在安装Vanguard扣件的轨道地段为20~40 Hz,说明Vanguard扣件有较突出的减振效果;随着距地铁隧道中心线距离的增加,地面振动加速度响应表现出衰减的趋势,在离开隧道轴线一定距离处,存在地面振动加速度放大区,水平和垂向振动加速度放大区的位置有所不同。

关 键 词:地铁  减振扣件  测试  时程分析  频谱分析

Research on the Vibration of the Ground Caused by Metro Train Operation before and after Changing the Damping Fasteners
WANG Wenbin,LIU Weining,JIA Yingxuan,SUN Xiaojing,LI Kefei. Research on the Vibration of the Ground Caused by Metro Train Operation before and after Changing the Damping Fasteners[J]. China Railway Science, 2010, 31(1)
Authors:WANG Wenbin  LIU Weining  JIA Yingxuan  SUN Xiaojing  LI Kefei
Affiliation:WANG Wenbin,LIU Weining,JIA Yingxuan,SUN Xiaojing,LI Kefei(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China)
Abstract:Songjiazhuang-Liujiayao section of Beijing Metro Line 5 was chosen to test the horizontal and vertical vibration acceleration on the ground caused by normal metro train operation.The test was conducted twice before and after changing the damping fasteners,and its spectrum was analyzed.3D finite element model of track-tunnel-soil was built to study the response regularity of the vibration acceleration at different distance vertical to the metro track with the measured data.The results show that when the metr...
Keywords:Metro  Damping fastener  Measurement  Time history analysis  Frequency analysis
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