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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
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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

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