|
|
Research on the Influence of Longitudinal Resistance of Fasteners on Mechanical Characteristics of Metro Turnouts |
ZENG Zhiping1, TANG Qihui1, HUANG Xiangdong1, TIAN Chunyu2, HU Ji1 |
1. Central South University, Changsha, Hunan 410075, China; 2. China Railway Engineering Design and Consulting Group Co. Ltd, Beijing 100055, China |
|
|
Abstract Research purposes: The fasteners are key component for transferring force in metro turnout, and its longitudinal resistance has an important impact on the force and displacement of each rail of the turnout. In order to clarify the longitudinal mechanical characteristics of metro turnout under different fastener rail pads and different longitudinal resistances, experimental tests and numerical simulation analysis were conducted on the fasteners. Research conclusions: (1)Compared with rubber pads, using polyester pads can reduce the longitudinal displacement of the basic rail of the turnout by more than 13%, reduce the longitudinal displacement of the guide rail by about 2%,and the longitudinal force on each rail of the turnout changes little.(2)As the longitudinal stiffness of the fastenerincreases, the longitudinal displacement of the turnout structure and the longitudinal force on the basic rail gradually decrease, although the temperature force of the guide rail increases slightly, but the increase is very small and will notaffect the structural safety.(3)Using polyester pads in metro turnout and appropriately increasing the longitudinal stiffness of fasteners is a reasonable direction for optimization.(4)The research results can be applied to the selection of fastener rail pads for metro turnout fasteners and optimization design of resistance.
|
Received: 01 February 2023
|
|
|
|
|
[1] |
Zhang Y, Xu T, Chen C, etc. A Hierarchical Method Based on Improved Deep Forest and Case-Based Reasoning for Railway Turnout Fault Diagnosis[J]. Engineering Failure Analysis, 2021, 127: 105446.
|
[2] |
王平, 刘学毅. 无缝道岔受力与变形的影响因素分析[J]. 中国铁道科学, 2003(2): 58-66.Wang Ping, Liu Xueyi. Analysis of the Influences of Some Parameters on the Longitudinal Force and Rail Displacement of CWR Turnout[J]. China Railway Science, 2003(2):58-66.
|
[3] |
杨亮. 地铁60 kg/m钢轨9号单开道岔优化设计[J]. 铁道建筑, 2021(7): 149-154.Yang Liang. Optimization Design of Metro No.9 Single Turnout Using 60 kg/m Rail[J]. Railway Engineering, 2021(7): 149-154.
|
[4] |
蔡小培, 张乾, 万洪波, 等. 高速铁路64 m主跨桥上无缝道岔检算与结构优化[J]. 铁道工程学报, 2020(9): 12-17.Cai Xiaopei, Zhang Qian, Wan Hongbo, etc. Checking and Structure Optimization of Welded Turnout on 64 m-span Bridge in High Speed Railway[J]. Journal of Railway Engineering Society, 2020(9): 12-17.
|
[5] |
任娟娟, 王平, 刘学毅, 等. 制动力作用下桥上道岔区纵连无砟轨道受力与位移[J]. 西南交通大学学报, 2011(1): 49-55.Ren Juanjuan, Wang Ping, Liu Xueyi, etc. Braking Forces and Displacements of Longitudinally Counpled Ballastless Welded Turnout on Bridges[J]. Journal of Southwest Jiaotong University, 2011(1): 49-55.
|
[6] |
杨飞, 王璞, 孙加林, 等. 高速道岔尖轨磨耗规律及对动力学性能的影响[J]. 铁道工程学报, 2020(3): 13-20.Yang Fei, Wang Pu, Sun Jialin, etc. The Law of Switch Rail Wear in High-speed Turnout and Its Effect on Dynamic Performance[J]. Journal of Railway Engineering Society, 2020(3): 13-20.
|
[7] |
TB/T 3396.1—2015,高速铁路扣件系统试验方法 第1部分:钢轨纵向阻力的测定[S].TB/T 3396.1—2015,Test Methods for Fastening Systems of High-speed Railway-Part 1: Determination of Longitudinal Rail Restraint[S].
|
[8] |
Zeng Z, Hu J, Tian C, etc. Research on the Longi-tudinal Mechanical Behaviours of Subway Turnouts of Large Slope under Train Braking Force[J]. Science Progress, 2021(2): 39829685.
|
|
|
|