首页|钢轨擦伤形成机理、检测与防治综述

钢轨擦伤形成机理、检测与防治综述

Review on formation mechanism,detection and prevention of rail squat

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针对铁路运营过程中存在的钢轨擦伤问题,从擦伤的深度、裂纹扩展角度、尺寸等方面总结了擦伤的具体形态特征,论述了钢轨擦伤的扩展过程;系统分析了钢轨擦伤的形成机理,从塑性变形和热致相变2个成因角度分析了轮轨接触压力、接触区应力应变、接触区温度变化在擦伤形成过程中的作用机制;从机车车辆性能、线路参数、轨道类型等方面明确了影响钢轨擦伤发展的主要因素;调研了基于轴箱加速度等不同方式的钢轨擦伤现场检测方法,对比分析了各种方法在擦伤检测方面的适用性;结合擦伤的形成机理与影响因素,从车辆牵引/制动控制、钢轨打磨等角度分析了擦伤防治的有效措施与策略.研究结果表明:目前对于钢轨擦伤形成机理及发展过程的研究主要采用现场调研、样本试验模拟和数值仿真等手段;由轮轨之间的大蠕滑、滑动状态所引起的钢轨母材极限变形、热致相变是钢轨擦伤形成的主要原因,列车运行状态、线路平纵断面参数和线下基础类型等因素会影响轮轨之间的接触状态,从而诱发擦伤的形成和发展;按照钢轨擦伤的检测方式划分,目前主要可采用轴箱加速度响应法、频响函数法与涡流探测法等,但各类检测方法的精度对于不同程度的擦伤有一定差别;针对钢轨擦伤的防治方面,在擦伤形成之前,控制列车牵引/制动过程中的轮轨黏着超限对于预防擦伤较为有效,在擦伤形成后,根据擦伤的不同程度可通过分级打磨或换轨等方式来降低安全隐患.
In view of the problem of rail squat in the operation of railways,the specific morphological characteristics of rail squat such as squat depth,crack propagation angle,and squat size were summarized.The propagation process of rail squat was discussed.The formation mechanism of rail squat was analyzed systematically.The action mechanisms of wheel-rail contact pressure,stress/strain in the contact zone,and temperature change in the contact zone during squat formation were analyzed from the perspectives of plastic deformation and thermal phase transformation.The main factors affecting the development of rail squat were defined from the aspects of locomotive and vehicle performances,line parameters,track types,and other factors.The different field detection methods of rail squat such as axle box acceleration were investigated,and the applicabilities of various methods in squat detection were compared and analyzed.According to the formation mechanism and influencing factors of the squat,the effective measures and strategies for preventing and controlling the squat were analyzed from the perspectives of vehicle traction/braking control and rail grinding.Test results show that at present,the research on the formation mechanism and development process of rail squat mainly adopts the means of field investigation,sample test simulation,and numerical simulation.The ultimate deformation and thermal phase transformation of rail base metal caused by the large creep and sliding state between wheel and rail are the main reasons for the formation of rail squat.The contact state between wheel and rail will be affected by the factors such as train operation state,horizontal and vertical section parameters of the line,and the type of foundation under the line,thus inducing the formation and development of rail squat.According to the detection modes of rail squat,at present,the axle box acceleration response method,frequency response function method,and eddy current detection method can be mainly used,but the detection accuracies of different methods are different for squat to varying degrees.As for the prevention and control of rail squat,it is more effective to control the wheel and rail adhesion overrun in the process of controlling train traction/braking before the formation of squat.The safety hazards can be reduced by grading grinding or changing rail according to the degree of formed squat.3 tabs,21 figs,105 refs.

railway engineeringrail squatformation mechanisminfluencing factorprevention measure

侯博文、乔林川、高亮、秦家栋、刘秀波、马超智

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北京交通大学土木建筑工程学院,北京 100044

北京交通大学 轨道工程北京市重点实验室,北京 100044

北京交通大学 轨道交通安全协同创新中心,北京 100044

中国铁道科学研究院集团有限公司基础设施检测研究所,北京 100081

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铁道工程 钢轨擦伤 形成机理 影响因素 防治措施

国家自然科学基金国家铁路局项目中国国家铁路集团有限公司科技研发计划

52378428KF2023-027N2023G078

2024

交通运输工程学报
长安大学

交通运输工程学报

CSTPCD北大核心
影响因子:1.306
ISSN:1671-1637
年,卷(期):2024.24(2)
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