市域快线新型预制钢弹簧浮置板轨道振动特性研究
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1.广州地铁设计研究院股份有限公司;2.隔而固(青岛)振动控制有限公司

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广州市越秀区科技计划项目(2017-GX-024)


Analysis on Vibration Performance of A Novel Prefabricated Steel-spring Floating-slab track for Urban Express Rail Transit
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Affiliation:

1.Guangzhou Metro Design &2.amp;3.Research Institute Co.;4.Guangzhou Metro Design & Research Institute Co., Ltd.;5.Research Institute Co., Ltd.;6.Gerb (Qingdao) Vibration Control Co., Ltd

Fund Project:

Guangzhou Yuexiu District Science and Technology Plan Project (2017-GX-024)

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    摘要:

    为探究钢弹簧浮置板轨道在市域快线中的适用性,有效模拟市域列车与浮置板轨道之间的动态相互作用,进行浮置板轨道结构的参数优化分析。基于车辆-轨道耦合动力学理论,建立CRH6动车-预制钢弹簧浮置板轨道耦合动力学模型,该模型将车辆视为由车身、车架和轮组组成的多刚体系统,考虑了各部分的横向、纵向、侧滚、摇头和点头运动。将钢轨视为弹性点支承的伯努利-欧拉梁,根据实际扣件节点间距布置钢轨支撑点,考虑左右钢轨的垂向、侧向和转动自由度。将浮置板的垂直方向视为弹性地基上的双向弯曲弹性板,水平方向视为刚体,考虑其平移和转动自由。考虑混凝土基础为弹性基础上的双向弯曲弹性板。轮轨之间的法向力由赫兹非线性弹性接触理论确定,切向力由非线性蠕变理论确定。研究表明,传统上用于低速线路的预制钢弹簧浮置板式轨道实际上可以用于市域快线乃至市域快线领域,新型预制式钢弹簧浮置板轨道可以在满足列车运营安全的前提下达到显著的减振效果。侧置式隔振器的发明是提高浮置板轨道稳定性的新探索,相比传统单纯增加浮置板轨道厚度,进而提高轨道质量并提升其稳定性的做法,采用浮置板侧置隔振器无疑是经济而有效的。因此,该新型预制式钢弹簧浮置板轨道能够满足市域快线高速行车的要求,同时研究成果可为时速160km预制钢弹簧浮置板道床的动力学设计提供支撑。

    Abstract:

    In order to explore the applicability of the steel spring floating slab track in urban express rail transit, the dynamic interaction between the CRH6 train and the floating slab track was effectively simulated, and the parameter optimization analysis of the floating slab track structure was performed. Based on the vehicle-track coupled dynamics theory, a CRH6 train-precast steel spring floating slab track coupled dynamic model was established. In the model, the vehicle is regarded as a multi-rigid body system consisting of a car body, a frame and a wheel set, and the lateral, vertical, side-rolling, head-shaking, and nodding movements of each part are considered. Regarding the rail as a Bernoulli-Euler beam on the basis of elastic point support, the rail support points are arranged according to the actual fastener node spacing, and the vertical, lateral and rotational degrees of freedom of the left and right strand rails are considered. The vertical direction of the floating slab is regarded as a two-way bending elastic sheet on an elastic foundation, and the horizontal direction of the floating slab is regarded as a rigid body, considering its translational and rotational freedom; the concrete foundation is also regarded as a two-way bending elastic sheet on the elastic foundation. The normal force between the wheel and rail is determined by the Hertz nonlinear elastic contact theory, and the tangential force is determined by the nonlinear creep theory. Research shows that the traditional prefabricated steel spring floating slab track used for low-speed lines can actually be used in the urban express rail transit and high-speed railways. The new prefabricated steel spring floating slab track for this project can meet the premise of train operation safety. Significantly reduce vibration and noise. The invention of the side-mounted vibration isolator is a new exploration to improve the stability of the floating slab track. Compared with the traditional method of simply increasing the thickness of the floating slab track, thereby improving the quality of the track and improving its stability, the floating slab side-mounted vibrator is undoubtedly economical and effective. Therefore, the novel prefabricated steel spring floating slab track can meet the requirements of the urban express rail transit and even high-speed railways. At the same time, the research results can provide support for the dynamic design of prefabricated steel spring floating slab beds at speeds of 160km / h.

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  • 收稿日期:2020-02-05
  • 最后修改日期:2020-09-02
  • 录用日期:2020-10-25
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