Performance research and effect evaluation of a high-grade damping fastener in subway line

IF 4.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2024-11-23 DOI:10.1016/j.engfailanal.2024.109098
Xiaogang Gao , Haidong Yan , Qingsong Feng , Yufei Ma , Maojin Du
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Abstract

In recent years, some subway lines have been upgraded with vibration and noise reduction technology. As the only component connecting rail and sleeper, the fastener system has been the primary solution to vibration and noise reduction in subways. However, due to the mismatch between the structure design and material selection of the fastener system, the performance decay and aging failure of the fastener elastic pad occurred in less than one year of service in the line. In this paper, we choose a high-grade damping fastener with low vertical and high lateral stiffness as the research object, and explore the design method of fastener system to control the failure of stiffness aging and rail wear. Following that, theoretical analysis and experimental research are conducted on structural components of the higher damping fastener. The main conclusions are as follows: First, the stiffness of the damping fastener is adjustable in real time. By adjusting the nut installation height, optimizing the thickness of the elastic pad under the plate, and alerting the lateral block contact angle can change the vertical stiffness of fastener system by 19.4 %, 27.1 %, and 28.6 %, respectively. Second, before the line replacement, the rail roughness under the Egg type damper (Egg damper) is increasing exponentially. After replacing with the ZK type high-grade damping fastener (ZK fastener), the average roughness of high and low rails decreases at a rate of −0.3 dB/month. Third, hammering test results indicate that the vertical support stiffness of the ZK fastener is significantly lower than that of the Egg damper, while the lateral stiffness is 2.55 times greater than that of the Egg damper. Fourth, compared to the Egg damper before replacement, the maximum vertical vibration at the tunnel wall with the ZK fastener is reduced by 6.9 dB, and the dynamic twisting at the rail head is only half of the original. Application of the new damping fastener system in subway line replacement over the past two years not only reflects a clever stiffness design principle but also demonstrates good track stability, making it a preferred high-grade damping modification measure for controlling subway vibration and noise.
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地铁线高等级阻尼扣件的性能研究与效果评估
近年来,一些地铁线路采用了减振降噪技术进行升级改造。作为连接轨道和枕木的唯一部件,扣件系统一直是地铁减振降噪的主要解决方案。然而,由于扣件系统的结构设计和材料选择不匹配,扣件弹性垫在线路上使用不到一年就出现了性能衰减和老化失效。本文选择垂直刚度低、横向刚度高的高等级阻尼扣件作为研究对象,探索控制刚度老化和钢轨磨损失效的扣件系统设计方法。随后,对高等级阻尼扣件的结构部件进行了理论分析和实验研究。主要结论如下:首先,阻尼扣件的刚度可实时调节。通过调整螺母安装高度、优化板下弹性垫厚度、提醒侧向块接触角,可使紧固件系统的垂直刚度分别改变 19.4%、27.1% 和 28.6%。其次,线路更换前,蛋型阻尼器(Egg damper)下的钢轨粗糙度呈指数增长。更换为 ZK 型高级阻尼扣件(ZK 扣件)后,高低轨的平均粗糙度以-0.3 分贝/月的速度下降。第三,锤击试验结果表明,ZK 扣件的垂直支撑刚度明显低于 Egg 阻尼器,而横向刚度则是 Egg 阻尼器的 2.55 倍。第四,与更换前的 Egg 阻尼器相比,使用 ZK 扣件后隧道壁的最大垂直振动降低了 6.9 分贝,轨头的动态扭曲仅为原来的一半。近两年来,新型阻尼扣件系统在地铁线路更换中的应用,不仅体现了巧妙的刚度设计原理,而且表现出良好的轨道稳定性,是控制地铁振动和噪声的首选高级阻尼改造措施。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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