铁路轨距变窄原因分析

P. Bocz, Nándor Liegner, Ákos Vinkó, S. Fischer
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摘要

代表MÁV匈牙利国家铁路有限公司,作者代表布达佩斯科技与经济大学公路与铁路工程系开展了一项研究与开发(R&D)项目,主题是“在运行和实验室条件下,通过有限元模型研究和调查轨道和道岔的窄轨原因”。研究的主要目的是在机械和人工轨道测量、实验室测量和理论考虑的基础上,探讨铁路轨道轨距狭窄局部缺陷的原因。作为确定原因的结果而提出的措施可以大大有助于减少将来局部缺陷的数量和范围。此外,该研究旨在在科学不太成熟的领域发展新的理论,并提供专业工程师和从业者可以轻松应用的程序和说明。研究的主要领域(并非详尽无遗)如下:(i)对轨道几何测量和记录车提供的测量结果进行评价;(ii)在铁路轨道进行实地勘测,以测量轨距和轨道轮廓;并且,基于这些,(iii)混凝土枕木的选择,从轨道上移除,并在实验室进行更详细的几何调查,以及轨道加固的组件;(四)轨道与车辆的连接,在轨道约束下的直线段和弯曲段紧密运行;(v)钢轨扣件失去部分支承功能时钢轨的稳定性和挠度的建模;(六)混凝土枕木在混凝土缓慢变形、温度变化效应、压载物侧向支撑等工况下的有限元建模。在已经变窄的轨道段内,车辆行驶的紧致不是导致轨距变窄的原因,而是结果,故本文不作研究。
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Investigation of the Causes of Railway Track Gauge Narrowing
On behalf of MÁV Hungarian State Railways Ltd., the authors carried out a research and development (R&D) project on behalf of the Budapest University of Technology and Economics, Department of Highway and Railway Engineering, on the subject of “Research and investigation of the causes of gauge narrowing by finite-element modeling in running track and turnout, and under operational and laboratory conditions”. The main objective of the research was to investigate the causes of localized defects of gauge narrowing in railway tracks based on machine and manual track measurements, laboratory measurements, and theoretical considerations. The measures proposed as a consequence of identifying the causes could significantly contribute to reducing the number and extent of local defects in the future. Furthermore, the research aims to develop new theories in less scientifically mature areas and provide procedures and instructions that professional engineers and practitioners can easily apply. The main areas of research, which are not exhaustive, are as follows: (i) the evaluation of the measurement results provided by track geometry measuring and recording cars; (ii) on-site investigations in the railway track in terms of gauge and rail profile measurements; and, based on these, (iii) the selection of concrete sleepers, which were removed from the track and subjected to more detailed geometrical investigations in the laboratory, together with the components of the rail reinforcement; (iv) the track–vehicle connection, tight running in straight and curved track sections under track confinement; (v) modeling of the stability and deflection of the rail when the rail fastenings lose part of their supporting function; and (vi) finite element modeling of the concrete sleepers under operating conditions such as slow deformation of the concrete, temperature variation effects, and lateral support on the ballast. In the already-narrowed track section, the tight vehicle running is not the cause of the track gauge narrowing but a consequence, so it is not investigated in this paper.
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