期刊文献+

轨道交通中等车速下轨道减振器刚度范围选择研究 被引量:2

Stiffness Range Selecting of Railway Fastener under Medium Speed
原文传递
导出
摘要 针对轨道交通车辆在以中等车速120 km/h和140 km/h运行时轨道动态响应较大的问题,采用特征频率分析及动态位移限定等方法对该工况下轨道减振器(轨道扣件)的刚度进行合理设计,并在选择的刚度范围内对车辆、轨道的安全性能及动态响应进行校核。通过计算得到适合的扣件垂向刚度范围为17—25 k N/mm,且在此范围内车辆脱轨系数及倾覆系数都小于0.8。与普通型扣件相比,在1—80 Hz范围内,道床在减振扣件(GJ-32)系统中的垂向总Z振级降低8.7 d B,地基垂向总Z振级降低5.7 d B。 In order to reduce the obvious railway dynamic response when the metro vehicles run at medium speed (120 and 140 km/h), the fasteners stiffness is reasonably designed, and the dynamic response and safety performance of vehicles and railways are checked. Results show that the reasonable stiffness range is among 17-25 kN/mm. In this range, the vehicle derailment coef- ficient and overturning coefficient are both less than 0. 8. Compared with those of common fasteners, when the frequency is among 1--80 Hz, vertical vibration loss of slab with the vibration absorder is 8. 7 dB, and vertical vibration loss of foundation is 5.7 dB.
出处 《材料开发与应用》 CAS 2016年第4期12-17,共6页 Development and Application of Materials
基金 洛阳市科技局资助重大项目(1401060A)
关键词 轨道减振器 动态响应 安全性能 fastener dynamic response safety performance
  • 相关文献

参考文献4

  • 1GB50517-2003《地铁设计规范》[S].
  • 2Cox S J, Wang A, Adedipe A. Survey of metro exci- tation frequencies and coincidence of different modes [ C]. 9th International Workshop on Railway Noise, Munich, Germany,2007.
  • 3Grassie S L, Gregory R W, Harrison D, et al. The dynamic response of railway track to high frequency vertical excitation [ J ]. Journal of Mechanical Engi- neering Science, 1982,24, 77-90.
  • 4Wang A. High speed rail characteristic frequencies and track stiffness [ C ]. 7th World Congress on High Speed Rail, Beijing, China, 2010.

同被引文献24

引证文献2

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部