• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus 收录
  • 全国中文核心期刊
  • 中国科技论文统计源期刊
  • 中国科学引文数据库来源期刊

现代有轨电车不同轨道的振动传递特性试验研究

张迅 李茜 郝晨曦 游颖川 陈伟杰 蒲潏 徐煜进

张迅, 李茜, 郝晨曦, 游颖川, 陈伟杰, 蒲潏, 徐煜进. 现代有轨电车不同轨道的振动传递特性试验研究[J]. 西南交通大学学报, 2021, 56(1): 75-83. doi: 10.3969/j.issn.0258-2724.20200013
引用本文: 张迅, 李茜, 郝晨曦, 游颖川, 陈伟杰, 蒲潏, 徐煜进. 现代有轨电车不同轨道的振动传递特性试验研究[J]. 西南交通大学学报, 2021, 56(1): 75-83. doi: 10.3969/j.issn.0258-2724.20200013
ZHANG Xun, LI Xi, HAO Chenxi, YOU Yingchuan, CHEN Weijie, PU Yu, XU Yujin. Experimentation on Vibration Transmission Characteristics of Modern Tram Tracks[J]. Journal of Southwest Jiaotong University, 2021, 56(1): 75-83. doi: 10.3969/j.issn.0258-2724.20200013
Citation: ZHANG Xun, LI Xi, HAO Chenxi, YOU Yingchuan, CHEN Weijie, PU Yu, XU Yujin. Experimentation on Vibration Transmission Characteristics of Modern Tram Tracks[J]. Journal of Southwest Jiaotong University, 2021, 56(1): 75-83. doi: 10.3969/j.issn.0258-2724.20200013

现代有轨电车不同轨道的振动传递特性试验研究

doi: 10.3969/j.issn.0258-2724.20200013
基金项目: 国家自然科学基金(51778534,51978580)
详细信息
    作者简介:

    张迅(1985—),男,副教授,博士,研究方向为铁路桥梁减振降噪,E-mail:zhxunxun@swjtu.edu.cn

  • 中图分类号: U24; TB53

Experimentation on Vibration Transmission Characteristics of Modern Tram Tracks

  • 摘要: 为探讨现代有轨电车不同轨道的振动传递特性,以某市现代有轨电车为例,对3种不同的轨道(未采取减振处理的普通轨道、安装弹性包覆材料的普通轨道和嵌入式轨道)进行测试. 基于锤击试验原理,获取了钢轨振动衰减率、轨道各部件的频响特性和插入损失,并与其它减振轨道进行了比较. 结果表明:嵌入式轨道的钢轨振动衰减率表现出明显的频率相关性,其在1 600 Hz频带可达5.9 dB/m;嵌入式轨道的第1个钢轨共振点出现在频率160 Hz附近,其频响函数幅值和共振频率均比未采取减振处理的普通轨道小;总体上,与安装弹性包覆材料的普通轨道和其它减振轨道相比,嵌入式轨道在中高频表现出更好的钢轨纵向减振效果,故理论上能够对轮轨噪声起到良好的抑制作用.

     

  • 图 1  嵌入式轨道示意

    Figure 1.  Schematic of embedded rail track

    图 2  测试方案

    Figure 2.  Measurement scheme

    图 3  典型测试样本

    Figure 3.  Typical test samples

    图 4  钢轨振动沿线路方向的分布

    Figure 4.  Rail vibration distribution along track direction

    图 5  钢轨振动衰减率

    Figure 5.  Decay rate of rails

    图 6  钢轨频响函数曲线

    Figure 6.  FRF curve of rails

    图 7  轨道板频响函数曲线

    Figure 7.  FRF curves of track slab

    图 8  嵌入式轨道各部件的频响函数曲线

    Figure 8.  FRF curves of all embedded rail track components

    图 9  插入损失对比

    Figure 9.  Comparison of insertion loss

    图 10  调频式钢轨阻尼器

    Figure 10.  Tuning rail damper

    图 11  不同轨道系统的钢轨振动衰减率对比

    Figure 11.  Comparison of decay rate for different track systems

    表  1  材料参数

    Table  1.   Material parameters

    材料弹性模量/
    Pa
    泊松比密度/
    (kg•m−3
    损耗
    因子
    刚度/
    (MN•m−1
    钢轨2.10 × 10110.307850
    扣件0.1040
    弹性包
    覆材料
    3.14 × 1090.351350
    高分子阻
    尼材料
    5.00 × 1060.4510000.15
    弹性垫板2.00 × 1060.448000.15
    轨道板3.60 × 10100.202400
    下载: 导出CSV

    表  2  减振轨道的技术参数

    Table  2.   Technical parameters of anti-vibration tracks

    部件静刚度/
    (MN•m−1
    轨枕间
    距/m
    工作频
    率/Hz
    剪切型减
    振器扣件
    8~120.625
    TRD200~5000
    下载: 导出CSV
  • THOMPSON D J. Railway noise and vibration: mechanisms, modelling and means of control[M]. Amsterdam: Elsevier, 2009: 264-265.
    刘维宁, 马蒙. 地铁列车针对环境影响的预测、评估与控制[M]. 北京: 科学出版社, 2014.
    张迅,赵宇,阮灵辉,等. 基于小波变换分析箱梁振动噪声的时频特性[J]. 西南交通大学学报,2020,55(1): 109-117.

    ZHANG Xun, ZHAO Yu, RUAN Linghui, et al. Time-frequency characteristics of box-girder vibration and noise based on wavelet transform[J]. Journal of Southwest Jiaotong University, 2020, 55(1): 109-117.
    VAN LIER S. The vibro-acoustic modelling of slab track with embedded rails[J]. Journal of Sound and Vibration, 2000, 231(3): 805-817. doi: 10.1006/jsvi.1999.2564
    NILSSON, C M, JONES C J C, THOMPSON D J, et al. A waveguide finite element and boundary element approach to calculating the sound radiated by railway and tram rails[J]. Journal of Sound and Vibration, 2009, 321(3/4/5): 813-836.
    MICHAS G. Slab track systems for high-speed railway[D]. Stockholm: Royal Institute of Technology, 2012.
    ZHAO Y, LI X, LV Q, et al. Measuring,modelling and optimising an embedded rail track[J]. Applied Acoustics, 2017, 116: 70-81. doi: 10.1016/j.apacoust.2016.07.021
    江小州,焦洪林,杨刚,等. 嵌入式轨道结构的声振特性参数优化研究[J]. 噪声与振动控制,2015,35(3): 10-14,28.

    JIANG Xiaozhou, JIAO Honglin, YANG Gang, et al. Parameters optimization research on the acoustic and vibration characteristics of an embedded track structure[J]. Noise and Vibration Control, 2015, 35(3): 10-14,28.
    江小州,温泽峰,齐欢欢,等. 嵌入式轨道的振动噪声特性及优化研究[J]. 噪声与振动控制,2019,39(3): 163-168,192. doi: 10.3969/j.issn.1006-1355.2019.03.032

    JIANG Xiaozhou, WEN Zefeng, QI Huanhuan, et al. Characteristics and optimization of the vibration and noise of an embedded track[J]. Noise and Vibration Control, 2019, 39(3): 163-168,192. doi: 10.3969/j.issn.1006-1355.2019.03.032
    杜几平,邓超荣,马润涛,等. 降噪块对嵌入式轨道声振特性和造价的影响[J]. 噪声与振动控制,2018,38(6): 167-171,204. doi: 10.3969/j.issn.1006-1355.2018.06.032

    DU Jiping, DENG Rongchao, MA Runtao, et al. Influence of the noise reduction blocks on acoustic radiation performance and cost of embedded tracks[J]. Noise and Vibration Control, 2018, 38(6): 167-171,204. doi: 10.3969/j.issn.1006-1355.2018.06.032
    LING L, HAN J, XIAO X, et al. Dynamic behavior of an embedded rail track coupled with a tram vehicle[J]. Journal of Vibration and Control, 2017, 23(14): 2355-2372. doi: 10.1177/1077546315616521
    冯青松,孙魁,罗信伟,等. 简支梁桥上有轨电车嵌入式轨道纵向力分析[J]. 铁道工程学报,2017,34(11): 27-32. doi: 10.3969/j.issn.1006-2106.2017.11.007

    FENG Qingsong, SUN Kui, LUO Xinwei, et al. Longitudinal force analysis of tram embedded track on simply supported bridge[J]. Journal of Railway Engineering Society, 2017, 34(11): 27-32. doi: 10.3969/j.issn.1006-2106.2017.11.007
    冯青松,孙魁,雷晓燕,等. 连续梁桥上有轨电车嵌入式轨道伸缩力分析[J]. 铁道科学与工程学报,2019,16(1): 50-56.

    FENG Qingsong, SUN Kui, LEI Xiaoyan, et al. Analysis of expansion-constriction force of tram embedded track on continuous beam bridge[J]. Journal of Railway Science and Engineering, 2019, 16(1): 50-56.
    RYJÁČEK P, HOWLADER M M, VOKÁČ M, et al. The Rail-bridge interaction– recent advances with ers fastening system for steel bridges[J]. Transportation Research Procedia, 2016, 14: 3972-981. doi: 10.1016/j.trpro.2016.05.494
    International Organization for Standardization. Vibration and shock– experiment determination of mechanical mobility, part 5: measurement using impact excitation with an exciter which is not attached to the structure: ISO 7626-5[S]. [S.l.]: International Organization for Standardization, 1994.
    British Standards Institution. 2010 Railwayapplications-noise emission-characterization of the dynamic properties of track selections for pass by noise measurements: BS EN 15461: 2008 + A1[S]. London: British Standards Institution, 2010.
    刘卫丰,张厚贵,孟磊,等. 北京地铁采用调频式钢轨减振器抑制钢轨振动的试验研究[J]. 振动工程学报,2016,29(1): 109-115.

    LIU Weifeng, ZHANG Hougui, MENG Lei, et al. A test of suppressing rail vibration by tuned rail damper for Beijing metro[J]. Journal of Vibration Engineering, 2016, 29(1): 109-115.
    孙晓静,张厚贵,刘维宁,等. 轨道系统钢轨振动衰减率动力测试研究[J]. 铁道工程学报,2015,32(7): 34-39. doi: 10.3969/j.issn.1006-2106.2015.07.007

    SUN Xiaojing, ZHANG Hougui, LIU Weining, et al. Test research on the characterizing the dynamic damping behavior of track structure[J]. Journal of Railway Engineering Society, 2015, 32(7): 34-39. doi: 10.3969/j.issn.1006-2106.2015.07.007
    孙晓静,张厚贵,刘维宁,等. 调频式钢轨阻尼器对剪切型减振器轨道动力特性的影响[J]. 振动与冲击,2016,35(14): 209-214.

    SUN Xiaojing, ZHANG Hougui, LIU Weining, et al. Effect of tuning rail damper on dynamic properties of the track structure using egg fastening system[J]. Journal of Vibration and Shock, 2016, 35(14): 209-214.
    成都市新筑路桥机械股份有限公司. 嵌入式连续支承无砟轨道宣传手册[Z]. 成都: 成都市新筑路桥机械股份有限公司, 2015
  • 加载中
图(11) / 表(2)
计量
  • 文章访问数:  691
  • HTML全文浏览量:  328
  • PDF下载量:  34
  • 被引次数: 0
出版历程
  • 收稿日期:  2019-01-09
  • 修回日期:  2020-02-21
  • 网络出版日期:  2020-04-08
  • 刊出日期:  2021-02-01

目录

    /

    返回文章
    返回