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Analysis of Application Effect of Upper Locking Double Layer Nonlinear Fasteners in Nanjing Metro
Zhang Minglan1, Wang Zhiqiang1, Fan Yongxin1, and Meng Hongtao2
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DOI:10.17265/2328-2142/2026.01.002
1. Luoyang Ship Material Research Institute, Luoyang SunRui Rubber & Plastic Technology Co. Ltd. Luoyang 471000, China 2. Nanjing Metro Operation Co., Ltd, Nanjing 210012, China
In this paper, the vertical and transverse frequency response characteristics of steel rails under two track structure III fastener and upper locking double-layer nonlinear fasteners (GJ-32 fasteners) are compared by online detection and hamming method on the line of normal operation of subway tunnel from Shuanglong avenue to Nanjing South Station of Nanjing Metro Line 1. The results show that: (1) The GJ-32 fasteners has a better inhibitory effect on rail vibration between 200-400 Hz compared with the III fastener; (2) The GJ-32 fasteners has better damping performance and damping characteristics; (3) The development of corrugated rail of III fastener is serious, and the growth of corrugated rail is effectively inhibited by the upper locking double-layer nonlinear fasteners.
Upper locking double layer nonlinear fasteners, rail corrugation, roughness, III fastener, vibration reduction
Zhang Minglan, Wang Zhiqiang, Fan Yongxin, and Meng Hongtao. (2026). Analysis of Application Effect of Upper Locking Double Layer Nonlinear Fasteners in Nanjing Metro, February 2026, Vol. 14, No. 1, 8-14
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[3] Liu Weifeng, Liu Weining, Wu Zongzhen, and Zhang Hougui 2015. “Experimental Study on Rail Corrugation Treatment of Shear Type Shock Absorber Fastener in Beijing Metro.” Journal of Mechanical Engineering 51 (21): 73-78.
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[5] GB 10070-88. Standard of vibration in urban area environment.
[6] Wang Zhiqiang, Li Qiang, and Xiao Yuchen 2021. “Safety Performance Analysis of Upper Locking Double-Layer Nonlinear Turnout Fasteners.” Material Development and Application 2 (36): 67-71.




