レール開口部の繰り返し車両通過時における軌道部材の強度評価及び走行安全性の基礎的検討

Katsutoshi SHIOTA, Yuki NISHINOMIYA, Shintaro YASUDA
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Abstract

In a section which a wireless train control system is installed and the track circuit is removed, it is difficult to detect rail broken. Under such circumstances, the vehicle is assumed to run repeatedly on rail gaps until rail broken is found by rail inspection or other means. Therefore, this study investigated the strength of the track components under condition of repeated passage at a rail broken section. Specifically, we fabricated a new falling weight test equipment which can apply the impact load of a vehicle passing through a rail broken section and then, the strength of track components was experimentally investigated by conducting repeated falling weight test. This test evaluates the plastic deformation of the rails and functional deterioration of the rail fastenings system in response to impact loads. In addition, in order to evaluate running safety considering repeated passage at a rail broken section, we created a vehicle running simulation model that takes into account damage condition of track components after a falling weight test. The results of the running simulation confirmed that the plastic deformation of the rails and damage to the rail fastening systems considered in this study do not have a significant impact on running safety.
轨道开口的重复车辆通过时轨道部件的强度评价及行驶安全性的基础研究
在安装了无线列车控制系统且拆除了轨道电路的路段,断轨检测难度较大。在这种情况下,假定车辆在钢轨间隙上反复运行,直到通过钢轨检查或其他手段发现钢轨断裂。因此,本研究对轨道断裂段重复通行条件下轨道构件的强度进行了研究。具体而言,我们制作了一种新的落重试验装置,该装置可以承受车辆通过轨道断裂段的冲击载荷,并通过重复落重试验对轨道构件的强度进行了实验研究。该试验评估了钢轨在冲击载荷作用下的塑性变形和钢轨系扣系统的功能退化。此外,为了评估考虑断轨段重复通行的车辆运行安全性,我们建立了考虑落重试验后轨道部件损坏情况的车辆运行仿真模型。运行仿真结果证实,本研究考虑的钢轨塑性变形和钢轨紧固系统损坏对运行安全没有显著影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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