首页|地铁曲线地段扣件刚度对钢轨波磨的影响实测与仿真分析

地铁曲线地段扣件刚度对钢轨波磨的影响实测与仿真分析

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钢轨波磨是地铁典型病害之一.为抑制钢轨波磨的产生,对某地铁线路的钢轨波磨特征、轨道刚度进行测试,并基于摩擦自激振动理论,研究了扣件刚度对钢轨波磨的影响.结合实测与仿真结果,提出了钢轨波磨控制措施,并通过后续测试对治理效果进行评价.研究结果表明:该线路存在40 mm~60 mm典型波长的钢轨波磨,并且内轨钢轨波磨更为严重.轮轨系统的不稳定振动主要发生在内侧轮轨之间,且频率为445.38 Hz.增大扣件垂、横向刚度可以抑制该不稳定振动,降低轨道结构在400 Hz,800 Hz频率下的动态响应.波磨治理1 年后,内外轨的不平顺幅值并未有明显增长,钢轨波磨发展速度得到明显控制.研究结果可为既有线路钢轨波磨治理以及新建线路钢轨波磨预防提供参考.
Measurement and simulation analysis of the influence of fastener stiffness on rail corrugation in curved metro sections
Rail corrugation is one of the typical diseases of metro.To suppress the occurrence of rail corrugation,this arti-cle tested the characteristics of rail corrugation and fastener stiffness on a metro line.Based on the theory of friction self-excited vibration,the influence of fastener stiffness on rail corrugation was studied.Based on the measurement and simula-tion results,control measures for rail corrugation were proposed.The effectiveness of the treatment was evaluated through subsequent testing.The research results indicate that there is rail corrugation with a typical wavelength of 40 mm~60 mm on this line.The rail corrugation of inner rail is more serious.The unstable vibrations are more likely to occur between the inner wheelset and rail.The frequency is 445.38 Hz.By increasing the vertical lateral stiffness of the fasteners,the un-stable vibration is suppressed and the track dynamic response at frequencies of 400 Hz and 800 Hz is reduced.After one year of corrugation treatment,there is no significant increase in the amplitude of rail irregularity.The research results can provide a reference for the control of rail corrugation on existing lines and the prevention of rail corrugation on new lines.

metrorail corrugationfastener stiffnesson-site testingsimulation analysis

姚宇飞

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中铁第一勘察设计院集团有限公司,陕西 西安 710043

地铁 钢轨波磨 扣件刚度 现场测试 仿真分析

2025

山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
年,卷(期):2025.51(1)