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Screw spike failures in short railway turnouts

机译:短铁路道岔中的螺丝钉故障

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摘要

Screw spikes with a special forged head are track fasteners used in railway turnouts. The premature damage of these screws has proven a reoccurring problem in short turnouts at Tampere railway yard. The purpose of the screw spikes, together with other fastening components, is to prevent lateral displacement of the rail and to maintain the track gauge. The breaking of several adjacent screw spikes weakens the rail fastening system's ability to resist lateral movement of the rail. This may result in critical lateral movement in the rail and eventually lead to train derailment. As well as posing a threat to railway safety, screw spike damage also causes additional maintenance cost and possible delays in railway traffic.The aim of this study was to investigate why the screws spikes suffer premature damage in short turnouts at Tampere railway yard and whether the damage is connected to a loading caused by particular type of rolling stock. The extent of the screw spike damages were investigated at the rail yard. The fracture surfaces of broken screw spikes were examined with a macroscopic camera and the photos revealed clear surface features of fatigue fractures. Tensile tests conducted to screw spikes manufactured in different years, revealed that the investigated broken screw spikes were most likely made of 4.6 strength grade steel, although the minimum requirement for screw spike strength grade is currently 5.6.The load environment of the screw spikes was measured with strain gauges instrumented in the screw spikes as a part of experimental field study. The lateral displacement of the turnout rail was also measured with displacement sensors. The strain measuring results showed that the load caused by commuter trains is not evenly distributed among the four screw spikes in the rail fastening. The strain in one of screw spikes in the middle of the diverging check rail was five times greater than the strain obtained from the comparative measuring point.The results gave no evidence to suspect that the failure of the screw spikes is connected to a specific type of rolling stock. Instead, the results gave evidence that the trains traversing the turnout in trailing direction caused a more wearing variable-amplitude loading to the screw spikes than the trains traversing in facing direction.
机译:具有特殊锻造头的螺丝钉是铁路道岔中使用的轨道紧固件。这些螺钉的过早损坏已证明在坦佩雷铁路货场的短道岔中经常发生。螺钉钉的目的是与其他紧固组件一起使用,以防止导轨发生侧向移动并保持轨距。多个相邻螺钉钉的断裂会削弱导轨固定系统抵抗导轨横向移动的能力。这可能会导致轨道发生严重的横向运动,并最终导致火车脱轨。螺丝钉损坏不仅对铁路安全构成威胁,还导致额外的维护成本和可能的铁路运输延误。本研究的目的是调查为何在坦佩雷铁路货场中,短道岔上的螺丝钉会过早损坏。损坏与特定类型的机车车辆所造成的负载有关。在铁路货场对螺丝钉的损坏程度进行了调查。用宏观相机检查了断裂的螺丝钉的断裂表面,并且照片显示出疲劳断裂的清晰表面特征。对不同年份生产的钉鞋进行的拉伸试验表明,尽管目前对钉钉强度等级的最低要求是5.6,但研究的折断钉鞋很可能是由4.6强度等级的钢制成的。实验现场研究的一部分,将应变仪安装在螺钉钉中。道岔轨道的横向位移也用位移传感器测量。应变测量结果表明,通勤列车所产生的载荷在导轨紧固装置的四个螺钉钉之间分布不均匀。发散的止回轨中间的一个钉钉中的应变是从比较测量点获得的应变的五倍,结果没有证据表明钉钉的故障与特定类型的机车车辆。取而代之的是,结果提供了证据表明,与在面对方向上运行的火车相比,在后退方向上运行的火车对螺钉钉产生的磨损幅度更大。

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    Salminen Eleonoora;

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  • 年度 2013
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