The buckle pressure attenuation law and monitoring of the spring clip

Jul 25, 2025 Leave a message

The buckle pressure attenuation law and monitoring of the spring clip

 

  • What is the initial standard value of elastic clip clamping force?

The initial clamping force of Type Ⅰ elastic clips is 8-10kN, suitable for 50kg/m rails; Type Ⅱ is 10-12kN, adapted to 60kg/m rails; Type Ⅲ (for high-speed railways) is 12-15kN, providing stronger constraints. The initial clamping force deviation must be ≤1kN. A clamping force tester is used to inspect each clip during installation to ensure compliance with design requirements. Excessive clamping force will cause plastic deformation of the rail, while insufficient force cannot effectively fix the rail.

 

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  • What are the main reasons for clamping force attenuation?

Creep of the elastic clip material is the main reason. After long-term stress, elastic deformation gradually stabilizes, and clamping force slowly decreases over time. Vibration wear causes plastic deformation at the contact part between the elastic clip and rail, reducing clamping force transmission efficiency. Environmental factors such as high temperature soften the clip material, and low temperature increases brittleness, accelerating clamping force attenuation. Uneven preload during installation also accelerates local attenuation.

 

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  • What is the general annual attenuation rate of clamping force?

The annual attenuation rate of Type Ⅰ elastic clips on ordinary railways is 3%-5%, attenuating to 80%-85% of the initial value after 5 years; Type Ⅲ elastic clips for high-speed railways, due to material optimization, have an annual attenuation rate ≤2%, still maintaining over 90% of the initial value after 5 years. Elastic clips in curve sections, affected by lateral forces, have an attenuation rate 20%-30% higher than that in straight sections, with more obvious attenuation in turnout areas.

 

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  • How to monitor the attenuation of elastic clip clamping force?

A portable clamping force tester is used to sample 10% of elastic clips in straight sections and 20% in curve sections every six months. Clamping force is indirectly calculated by measuring the deformation of the elastic clip. When the deformation exceeds 15% of the initial value, re-adjustment or replacement is needed. High-speed railway lines are equipped with online monitoring systems to transmit clamping force data in real time, with automatic alarms when deviations exceed 10%.

 

  • At what point does clamping force attenuation require elastic clip replacement?

Type Ⅰ elastic clips must be replaced when clamping force is below 6kN, Type Ⅱ below 8kN, and Type Ⅲ below 10kN. Before replacement, check if the rail contact part is worn. If there are depressions (depth ≥0.5mm), polish them first. Re-test the clamping force after installing new elastic clips to ensure it reaches over 90% of the initial standard value, restoring effective constraint on the rail.