铁路地下直径线橡胶浮置板道床钢轨变形限值研究
Research on Rail Deformation Limit of Rubber Floating Slab Track Bed on Railway Underground Transit Line
铁路地下直径线穿越人口密集区,采用浮置板道床可以有效减小铁路振动的影响。为了确保行车的安全性和舒适性,有必要对铁路运营条件下浮置板道床钢轨的合理变形限值进行研究。基于有限元法,建立了车辆-橡胶浮置板道床耦合动力学模型,对SS9列车100km/h速度条件下车辆、钢轨、浮置板等部件的动力学特性进行了研究,并从行车安全性和平稳性方面提出了浮置板道床钢轨的变形限值建议值。研究表明:橡胶垫面刚度小于0.02N/mm3时,轨道结构将产生较大垂向位移;100km/h速度条件下,铁路橡胶浮置板道床钢轨垂向变形限值取4mm时,满足行车安全性和平稳性要求。
Floating slab track can effectively reduce the impact of rail vibration. It can be applied to underground transit line which builds in the densely populated areas. For driving safety and comfort, it is necessary to investigate the rail deformation limit of floating slab track on railway operating conditions. Based on FEM, a vehicle- rubber floating slab track coupled dynamic model is established. The dynamic characteristics of vehicle, rail, floating slab track under the condition of SS9 train with 100 km/h speed are researched in details, and put forward the rail deformation limit suggested value of floating slab track bed through driving safety and stability. The result shows that: Track dynamic vertical displacement will be great if the stiffness of rubber pad is below 0.02N/mm3.When rail vertical deformation limit is 4mm, train operation safety and stability meet the specification requirement under the 100 km/h speed.
钟阳龙、赵立宁、蔡小培、高亮
铁路运输工程
铁路变形限值有限元耦合动力学浮置板道床
railwaydeformation limitFEMcoupled dynamicsfloating slab track
钟阳龙,赵立宁,蔡小培,高亮.铁路地下直径线橡胶浮置板道床钢轨变形限值研究[EB/OL].(2014-04-25)[2025-08-10].http://www.paper.edu.cn/releasepaper/content/201404-368.点此复制
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