XU Ping;ZHANG Yunpeng;WANG Weidong;YANG Yanfeng;LIU Xiangming;School of Water Conservancy and Transportation, Zhengzhou University;China Academy of Railway Sciences Group Co.,Ltd.;China Academy of Railway Sciences (Shenzhen) Research and Design Institute Co., Ltd.;With the rapid development of urban rail transit, the negative impact of vibration and noise on the environment was increasingly significant, and the research on steel spring floating plate track vibration reduction technology was of great significance. The differences of structural parameters of steel rails, fasteners, floating slabs, steel spring isolators, concrete bases, and foundation were fully considered, the steel spring floating slab track system was simplified as a three-layer Euler Bernoulli beam, the dynamic equations with moving loads were constructed, and the analytical solution of the three-layer composite beam model was obtained with double Fourier transform. The maximum force transmitted to the base was adopted to characterize the vibration reduction performance of the track system; the vertical displacement of the steel rail was adopted to characterize the safety and comfort performance of train operation; and the influence of various factors on the vibration reduction performance of the track system was analyzed. The reduce of the support stiffness of the steel spring could improve the vibration reduction performance of the track system, but it would increase the peak vertical displacement of the steel rail and reduce the speed at which the displacement peak occurs. The increase of the support damping of steel springs within certain range could improve the vibration reduction performance of track systems. The increase of the mass of floating slabs could improve the overall strength of the track system, but it would have certain adverse effects on the vibration reduction performance of the track system. When factors such as vibration reduction performance, comfort performance, structural safety and durability of the track system were taken into account, recommendations for parameter values of steel spring stiffness, damping, and floating plate mass were provided. They were(4~8)×10~6 N/m,(6~9)×10~4 N·s/m, and(1 600~2 500) kg/m respoctively.
2026 02 v.58 [Abstract][OnlineView][Download 1689K]