Cause and treatment for rail corrugation developed on Egg fastening system section of metro line

被引:3
作者
机构
[1] School of Civil Engineering, Beijing Jiaotong University, Beijing
[2] Beijing Engineering Consultation Co., Ltd., China Academy of Railway Sciences, Beijing
来源
Zhang, Hougui | 1600年 / Chinese Academy of Railway Sciences卷 / 35期
关键词
Corrugation; Egg fastening system; GJ-III fastening system; Metro line; Rail wear;
D O I
10.3969/j.issn.1001-4632.2014.04.04
中图分类号
学科分类号
摘要
This paper presents a study on the cause and treatment for a special wavelength-fixed rail corrugation developed on Egg fastening system section of certain metro line based on both field and laboratory measurements. Research results indicate that the special rail corrugation developed on Egg fastening system section is closely related to the vertical rail dynamic response of track form. The sensitive point of resonance appears on the vertical dynamic response curve of Egg fastening system section in the frequency range of 180~230 Hz and 250~320 Hz, which agrees well with the exciting frequencies induced by train-track dynamic interaction at the speed of 60 km·h-1, indicating that it is the cause for corresponding wavelength-fixed corrugation. In order to suppress the growth of corrugation, Egg fastening systems are replaced by GJ-III fastening system with the upper iron tie plate directly acting on the rubber pad. Both fastening systems are of similar static stiffness and vibration reduction performance. The train-track dynamic interaction in the range of 180~210 Hz is considerably reduced by the alteration of track dynamic properties. After the observation for almost a year, monitoring data show that the moving average peak to peak amplitude in the wavelength of 30~100 mm is reduced by about 20 μm (maximum).
引用
收藏
页码:22 / 28
页数:6
相关论文
共 17 条
  • [1] Torstensson P.T., Schilke M., Rail Corrugation Growth on Small Radius Curves-Measurements and Validation of a Numerical Prediction Model , Wear, 303, 1-2, pp. 381-396, (2013)
  • [2] Fan Q., On the Mechanism and Control of Rail Corrugation , China Railway Science, 15, 2, pp. 22-40, (1994)
  • [3] Fan Q., On Wheel/Rail Dynamic Interaction in Low-and-Medium Frequency Range and Rail Corrugation , China Railway Science, 18, 3, pp. 55-65, (1997)
  • [4] Thompson D.J., Jones C.J.C., A Review of the Modeling of Wheel/Rail Noise Generation , Journal of Sound and Vibration, 231, 3, pp. 519-536, (2000)
  • [5] Grassie S.L., Rail Corrugation: Characteristics, Causes and Treatments , 223, 6, pp. 581-595, (2009)
  • [6] Oostermeijer K.H., Review on Short Pitch Rail Corrugation Studies , Wear, 265, 9-10, pp. 1231-1237, (2008)
  • [7] Grassie S.L., Rail Corrugation: Advances in Measurement, Understanding and Treatment, Wear, 258, 7-8, pp. 1224-1234, (2005)
  • [8] Sato Y., Matsumoto A., Knothe K., Review on Rail Corrugation Studies, Wear, 253, 1-2, pp. 130-139, (2002)
  • [9] Wang X., Zhang X., Feng W., Characteristics of Rail Corrugation on Guang-Shen Quasi-High Speed Railway and the Pattern of Its Development , China Railway Science, 19, 2, pp. 28-34, (1998)
  • [10] Ren J., Design of Double Stiffness Track Damper Fastening Model III , Urban Rapid Rail Transit, 20, 1, pp. 59-63, (2007)