Design method of fixed-frequency nonlinear rubber vibration isolator for floating slab track
A technology of rubber vibration isolator and design method, applied in the directions of tracks, roads, ballast layers, etc., can solve the problem that the vibration isolation performance of the floating plate cannot be further improved, the vertical displacement of the track in the heavy vehicle state is large, and the vibration isolation performance cannot be provided. and other problems, to achieve the effects of easy maintenance, stable vibration isolation performance, and vertical displacement suppression
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[0060] According to the vibration isolation requirements, the natural frequency ω of the floating slab track system is determined to be 9Hz. According to the structural design requirements, the weight of the track slab per linear meter is 3000kg, and the static vertical reference displacement of the floating slab is x 0 is 0.3mm. The spacing d of the vibration isolators is 1.8m.
[0061] First, the reference stiffness k of the floating slab track isolator is determined according to formula (2) 0 :
[0062] k 0 =4π 2 ω 2 m=4π 2 ×8 2 ×3000=7.57×10 6 N / m
[0063]
[0064] Then, use the reference stiffness k of the vibration isolator obtained in step A 0 and the static vertical reference displacement of the floating plate x 0 , according to the following formula to determine the adjustment value α of the isolator stiffness curve,
[0065]
[0066] The stiffness curve of the vibration isolator can be obtained by substituting the above values into the following fo...
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