高速铁路桥梁不同轨枕型式动力特性比较研究

T. Xin, Liang Gao, Hong Xiao, Cun Qu
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引用次数: 0

摘要

在对国内外不同轨枕类型进行调查分析的基础上,根据中国高速铁路桥梁道砟轨道的结构特点,确定了高速铁路桥梁轨枕类型的主要方案。主要方案中提出的轨枕类型包括Ⅲ型轨枕、宽轨枕、阶梯轨枕和框架轨枕。在此基础上,建立了车-轨-桥耦合系统动力分析模型,对比分析了主要轨枕类型的动力性能,选择了适合桥梁的轨枕类型。对轨枕类型进行了优化选择,国内高速铁路推荐采用宽轨枕。在综合考虑轨道养护的基础上,提出了Ⅲ型轨枕方案。动力分析结果表明,加宽轨枕采用2~4 cm型Ⅲ轨枕可以很好地减小压舱应力,且易于维护。研究结果对桥梁新型轨枕结构的设计具有一定的指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative study on dynamic characteristics of different sleeper types on bridge in high speed railway
Based on the investigation and analysis of different sleeper types at home and abroad,primary schemes of sleeper type on bridge in high speed railway were determined according to the structure characteristics of ballast track on bridge in high speed railway of China.The sleeper types proposed in the primary schemes including type Ⅲ sleeper,wide sleeper,ladder sleeper and frame sleeper.Then a vehicle-track-bridge coupling system dynamic analysis model was established,with which the dynamic performances of the primary selected sleeper types were compared and analyzed to select the suitable sleeper type for bridge.The selected sleeper type was optimized,and the wide sleeper is recommended for high speed railway in China.Based on a comprehensive consideration of the track maintenance,type Ⅲ sleeper was proposed for sleeper scheme.The dynamic analysis results show that the widening sleeper with 2~4 cm type Ⅲ sleeper can well reduce ballast stress and be easy to maintain.Study results are helpful for the design of new sleeper structures on bridge.
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