梯式轨枕轨道模态试验分析

金 浩, 刘维宁, 王文斌

金 浩, 刘维宁, 王文斌. 梯式轨枕轨道模态试验分析[J]. 工程力学, 2013, 30(3): 459-463. DOI: 10.6052/j.issn.1000-4750.2011.09.0628
引用本文: 金 浩, 刘维宁, 王文斌. 梯式轨枕轨道模态试验分析[J]. 工程力学, 2013, 30(3): 459-463. DOI: 10.6052/j.issn.1000-4750.2011.09.0628
JIN Hao, LIU Wei-ning, WANG Wen-bin. ANALYSIS OF MODAL TEST OF THE LADDER TRACK[J]. Engineering Mechanics, 2013, 30(3): 459-463. DOI: 10.6052/j.issn.1000-4750.2011.09.0628
Citation: JIN Hao, LIU Wei-ning, WANG Wen-bin. ANALYSIS OF MODAL TEST OF THE LADDER TRACK[J]. Engineering Mechanics, 2013, 30(3): 459-463. DOI: 10.6052/j.issn.1000-4750.2011.09.0628

梯式轨枕轨道模态试验分析

基金项目: "国家自然科学基金项目(51008017);北京交通大学博士生创新基金项目(2011YJS261);中央高校基本科研业务费专项基金项目 (2012YJS072) "
详细信息
  • 中图分类号: U231.2

ANALYSIS OF MODAL TEST OF THE LADDER TRACK

  • 摘要: 梯式轨枕轨道已成为控制地铁列车振动的有效措施之一,但枕下减振垫板的铺设形式如何影响梯式轨枕轨道的动力性能尚没有展开系统研究。该文通过多输入多输出模态测试方法,分析了枕下减振垫板的三种铺设方式对梯式轨枕轨道动力特性的影响。分析得出:现有的枕下减振垫板铺设方式,具有最小的一阶自振频率33Hz。单侧铺设10块枕下减振垫板的梯式轨枕轨道,具有最大的一阶阻尼比4.2%。三种枕下减振垫板铺设方式,梯式轨枕轨道前6阶阻尼比都具有先减小后增大的规律,一阶振型都沿轨道中心线对称。单侧铺设5块和7块枕下减振垫板的梯式轨枕轨道,二阶振型都沿轨道中心线反对称,和单侧铺设10块枕下减振垫板的梯式轨枕轨道正相反。分析结果为梯式轨枕轨道的工程应用提供了参考。
    Abstract: The ladder track was one of the best methods to control train-track vibrations. But the laying type of damping pads under sleepers had not been researched systematically. According to the MIMO (multiple input multiple output) method, three laying types of damping pads under a sleeper were analyzed how to affect the dynamic characteristics of the ladder track. Results show that the former laying type of damping pads has the smallest natural frequency (33 Hz). The ladder track with 10 damping pads (side) has the biggest damping ratio (4.2%). First six damping ratios of the ladder track of three laying types have a down-up manner and the first modal shape is symmetric along the centerline of the ladder track. The second modal shape of the ladder track with 5 and 7 damping pads (side) is antisymmetric along the centerline of the ladder track, contrary with the ladder track with 10 damping pads (side). The analysis provides an engineering reference for the ladder track application.
  • [1] "[1] 马蒙, 刘维宁, 丁德云, 等. 地铁列车振动对精密仪器影响的预测研究[J]. 振动与冲击, 2011, 30(3): 185―190.
    Ma Meng, Liu Weining, Ding Deyun, et al. Prediction of influence of metro trains induced vibrations on sensitive instruments [J]. Journal of Vibration and Shock, 2011, 30(3): 185―190. (in Chinese)
    [2] 贾颖绚, 郭猛, 刘维宁, 等. 列车振动荷载对古建筑的动力影响[J]. 北京交通大学学报, 2009, 33(1): 118―122.
    Jia Yingxuan, Guo Meng, Liu Weining, et al. Dynamic effect of train-induced vibration on historic buildings [J]. Journal of Beijing Jiaotong University, 2009, 33(1): 118―122. (in Chinese)
    [3] Luc S. Impact of sound and vibration of the north-south high-speed railway connection through the city of Antwerp Belgium [J]. Journal of Sound and Vibration, 2003, 267: 637―647.
    [4] Gupta S, Liu W F, Degrande G, et al. Prediction of vibration induced by underground railway traffic in Beijing [J]. Journal of Sound and Vibration, 2008(310): 608―630.
    [5] 王文斌, 刘维宁, 马蒙, 等. 梯形轨道系统动力特性及减振效果试验研究[J]. 中国铁道科学, 2010, 31(2): 24―28.
    Wang Wenbin, Liu Weining, Ma Meng, et al. Experimental study on the dynamic characteristics and the vibration mitigation effect of ladder track system [J]. China Railway Science, 2010, 31(2): 24―28. (in Chinese)
    [6] 马娜, 李成辉. 梯形轨枕竖向振动模态分析[J]. 工程力学, 2010, 27(5): 247―249, 256.
    Ma Na, Li Chenghui. The vertical vibration modal analysis of the ladder sleeper [J]. Engineering Mechanics, 2010, 27(5): 247―249, 256. (in Chinese)
    [7] 李克飞, 刘维宁, 孙晓静, 等. 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, 30(4): 25―29.
    Li Kefei, Liu Weining, Sun Xiaojing, 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, 30(4): 25―29. (in Chinese)
    [8] 战家旺, 夏禾, 善田康雄, 等. 城市轨道交通高架桥梯形轨枕轨道降噪性能试验分析[J]. 中国铁道科学, 2011, 32(1): 36―40.
    Zhan Jiawang, Xia He, Zenda Yasuo, et al. Experimental study on the noise reduction performance of the ladder sleeper track on the elevated bridges of urban rail transit [J]. China Railway Science, 2011, 32(4): 25―29. (in Chinese)
    [9] 邓玉姝, 夏禾, 善田康雄, 等. 城市轨道交通梯形轨枕轨道高架桥梁试验研究[J]. 工程力学, 2011, 28(3): 49―54.
    Deng Yushu, Xia He, Zenda Yasuo, et al. Experimental study of ladder track on a rail transit elevated bridge [J]. Engineering Mechanics, 2011, 28(3): 49―54. (in Chinese)
    [10] 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, 30(2): 159―163.
    Chen Jianguo, Xia He, Yao Jinbao. Test for environment vibaration induced by trains on viaduct [J]. Journal of Vibration and Shock, 2011, 30(2): 159―163. (in Chinese)
    [11] 沈松, 应怀樵, 雷速华, 等. 用锤击法和变时基技术进行黄河铁路桥的模态试验分析[J]. 振动工程学报, 2000, 13(3): 492―495.
    Shen Song, Ying Huaiqiao, Lei Suhua, et al. Modal test for yellow river bridge exciting with hammer [J]. Journal of Vibration Engineering, 2000, 13(3): 492―495. (in Chinese)

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出版历程
  • 收稿日期:  2011-09-22
  • 修回日期:  2011-11-27
  • 刊出日期:  2013-03-24

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