中低速磁浮快线产生地表振动的现场测试分析

姜博龙,刘维宁,马 蒙,孙晓静,曹容宁,李明航

振动与冲击 ›› 2017, Vol. 36 ›› Issue (18) : 202-206.

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振动与冲击 ›› 2017, Vol. 36 ›› Issue (18) : 202-206.
论文

中低速磁浮快线产生地表振动的现场测试分析

  • 姜博龙,刘维宁,马  蒙,孙晓静,曹容宁,李明航
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In-situ test and analysis of ground vibration induced by low-medium speed maglev train

  • JIANG Bo-long,LIU Wei-ning,Ma Meng,Sun Xiao-jing,Cao Rong-ning,Li Ming-hang
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摘要

为研究中低速磁浮引起地表振动特性,在国内首条运营的长沙中低速磁浮快线某路段进行现场地表振动测试,同时测试北京地铁13号线某高架线区段地表振动作为对照工况。测试结果表明:由于轨道受均布力,磁浮快线引起的地表振动波形没有明显的周期性峰值;磁浮线路,由于轮轨分离,车辆、轨道系统的特征距离所对应的特征频率不明显,桥梁动力特性较明显;由于轮轨分离、受轨道不平顺影响较小,30~80Hz中低速磁浮存在明显优势地面振动,这部分振动主要来自导轨、轨道梁的结构振动以及线路不平顺;距线路0~40m范围内地表振动的最大Z振级,中低速磁浮快线较传统地铁高架线对应距离至少小4dB以上,且中低速磁浮快线引起地表振动在10~40m范围内均满足《城市区域环境振动标准》中的振动限值要求。

Abstract

In order to study the characteristics of ground vibration induced by low-medium speed maglev train, in-situ tests were conducted in a curve section of Changsha's first low-medium speed maglev train line in operation in China, and the result was compared to that of Beijing Metro Line 13. The results show that there is no cyclic peak in the vibration waveform of the maglev line because of the uniform force on tracks. In the maglev train, the characteristic frequency of the train-track system is less obvious but the dynamic properties of the bridge are obvious, generated by the separation of wheel system and the track system. Due to the separation of the wheel and the track and limited impact of track irregularity , low-medium speed maglev train  has obvious advantage of ground vibration in 30~80Hz, which mainly comes from the vibration  of the guide rail and the track beam ,as well as line irregularity. On the range of 10 m to 40 m, the VLz,max of ground generated by the maglev is over 4dB lower than that of the elevated line at the same position, and maglev line meets the vibration limit value of the “measurement method of environmental vibration of urban area”.

 

关键词

中低速磁浮列车 / 地表振动 / 现场测试 / 对比分析

Key words

 Low-medium speed maglev train / ground vibration / in-situ test / comparative analysis

引用本文

导出引用
姜博龙,刘维宁,马 蒙,孙晓静,曹容宁,李明航. 中低速磁浮快线产生地表振动的现场测试分析[J]. 振动与冲击, 2017, 36(18): 202-206
JIANG Bo-long,LIU Wei-ning,Ma Meng,Sun Xiao-jing,Cao Rong-ning,Li Ming-hang. In-situ test and analysis of ground vibration induced by low-medium speed maglev train[J]. Journal of Vibration and Shock, 2017, 36(18): 202-206

参考文献

[1] 罗炜宁,王强.磁悬浮列车未来发展与展望[J].硅谷,2013(05).
Luo Wei-ning, Wang Qiang. The future development and Prospect of magnetic levitation train[J]. Silicon Valley,2013(05).
[2] 时瑾.高速常导磁浮车辆一线路动力响应研究[D].北京交通大学,2007.
Shi Jin. Research on the dynamic response of magnetic levitation vehicles with common conductor and high speed —gu1deway[D] Beijing Jiaotong University,2007.
[3] 赵春发,贾晓宏,翟婉明.高速磁浮车辆引起地面振动的数值分析[J].西南交通大学学报,2010(06).
Zhao Chun-fa, Jia Xiao-hong, Zhai Wan-ming. Numerical Analysis of Ground Vibrations of Viaduct Induced by High Speed Maglev Vehicle[J]. Journal of Southwest Jiaotong University, 2010(06).
[4] 何赟,王锐,周岚等.上海磁悬浮快速列车环境振动影响探讨[J].中国环境监测,2006,22(3):73-74.
He Yun, Wang Rui, Zhou Lan, et al. The Analysis of Environmental Impact for Maglev Vibration in Shanghai[J]. Environmental Monitoring in China, 2006,22(3):73-74.
[5] 高广运,彭争光,李志毅.磁悬浮列车产生的地面振动及其对周围环境的影响[J].工程建设与设计,2005(4):7-9.
Gao Guang-yun, Peng Zheng-guang, Li Zhi-yi. Ground vibration and the influence of environment magnetic-levitating train[J]. Construction & Design for Project, 2005(4):7-9.
[6] 贾晓宏.磁浮列车引起地面振动的数值分析[D].西南交通大学,2009.
Jia Xiao-hong. Numerical analysis of ground vibration induced by maglev train[D] Southwest Jiaotong University,2009.
[7] Xia He, Zhang Nan, Cao Yan-mei, et al. Experimental Study of Train-induced Vibrations of Environments and Buildings[J] Journal of Sound and Vibration, 280:1017-1029
[8] Xia He, Cao Yan-mei, Zhang Nan, et al. Vibration effects of light-rail train-viaduct system on surrounding environment[J]. International Journal of Structural Stability & Dynamics, 2011, 02(2).
[9] Ju S H, Lin H T. Experimentally investigating finite element accuracy for ground vibrations induced by high-speed trains [J]. Engineering Structures, 2008, 30(3):733―746.
[10] 李克飞,刘维宁,孙晓静,王占奎,王文斌.北京地铁5号线高架线减振措施现场测试与分析[J].中国铁道科学,2009(04).
Li Ke-fei, Liu Wei-ning, Sun Xiao-jing, et al. In-situ test and analysis on the vibration mitigation measures of the elevated line in beijing metro line 5[J] China Railway Science,2009(04).
[11] 陈建国,夏禾,姚锦宝.高架轨道交通列车对周围环境振动影响的试验研究[J].振动与冲击,2011(02).
Chen Jian-guo, Xia He, Yao Jinbao. Test for environment vibration induced by trains on viaduct[J] Journal of Vibration and Shock,2011(02).
[12] 谢伟平,孙洪刚,于艳丽.轻轨系统引起的地基振动响应分析[J].华中科技大学学报,2002,19(4):23-26.
Xie Wei-ping, Sun Hong-gang, Yu Yan-li. Analysis of ground vibration under lightrail loads[J] Journal of Civil Engineering and Management,2002,19(4):23-26.
[13] 滕延锋.高速磁浮轨道梁在车辆荷载作用下的振动研究[D].上海交通大学,2008.
Teng Yan-feng. The study of vibration of high speed maglev guideway interacting with vehicle[D] Shanghai Jiaotong University,2008.
[14] 杨宜谦.地铁和铁路环境振动源[J].环境工程,2013(S1).
Yang Yi-qian. Environmental vibration source from metro and railway[J].Environmental Engineering,2013(S1).
[15] Ju S H, Lin H T, Huang J Y, et al. Dominant frequencies of train-induced vibrations[J]. Journal of Sound & Vibration, 2009, 319(1-2):247-259.
[16] 国家环境保护局.GB10070-1988城市区域环境振动标准[S].北京:中国标准出版社,1988.
National Environmental Protection Agency. GB10070-1988 Standard of environmental vibration in urban area[S] Beijing:China Standard Press,1988

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