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Floating slab ballast bed with quasi-zero stiffness vibration isolator and its design method

A technology of quasi-zero stiffness and vibration isolator, which is applied in the field of rail vibration and noise reduction, can solve the problems of no specific application examples, etc., and achieve the effect of good low-frequency vibration isolation, small deformation capacity, and large vibration isolation frequency range

Active Publication Date: 2019-09-17
ZHUZHOU TIMES NEW MATERIALS TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] In summary, in the prior art, quasi-zero stiffness vibration isolators have been used in some fields of vibration reduction, but there are no specific application examples in floating slab tracks. Requirements and structural characteristics, use the vibration reduction principle of the quasi-zero stiffness vibration isolator to realize the low-frequency vibration isolation of the floating slab track, and realize the suppression of low-frequency vibration components during the running of the train is the research direction of the present invention

Method used

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  • Floating slab ballast bed with quasi-zero stiffness vibration isolator and its design method
  • Floating slab ballast bed with quasi-zero stiffness vibration isolator and its design method
  • Floating slab ballast bed with quasi-zero stiffness vibration isolator and its design method

Examples

Experimental program
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Effect test

Embodiment 1

[0037] The quasi-zero stiffness vibration isolator floating slab track bed is characterized in that it includes a floating slab 1 and a vibration isolation assembly arranged in the floating slab 1, and the vibration isolation assemblies are distributed along the length direction of the floating slab 1 at intervals, and is characterized in that the The vibration isolation assembly includes the outer sleeve 2 poured in the floating plate 1 and the quasi-zero stiffness vibration isolator 3 installed in the outer sleeve 2, and the quasi-zero stiffness vibration isolator 3 and the outer sleeve 2 are cushioned There are height-adjusting spacers 4 for adjusting the height of the floating plate 1, and the top of the outer sleeve 2 is covered with an insulating cover plate 5.

[0038] The quasi-zero-stiffness vibration isolator 3 includes a linear positive-stiffness elastic element and a negative-stiffness elastic element connected in parallel with the linear positive-stiffness elastic ...

Embodiment 2

[0045] The difference from Embodiment 1 lies in the installation position of the Belleville spring. In this embodiment, the Belleville spring is installed in the installation cavity A, such as Figure 4 As shown, the outer wall of the steel spring vibration isolator 31 is welded with an annular disc spring support seat 35, and the disc spring support seat 35 is arranged in the axial direction, passes through the support baffle plate 21, and penetrates into the installation chamber In A, the disc spring 32 is installed in the installation chamber A, and is arranged to flare downwards. The top of the disc spring 32 abuts against the insulating cover plate 5 , and the bottom of the disc spring 32 abuts against the disc spring support seat 35 .

[0046] The bottom surface of the insulating cover plate 5 is fixed with a T-shaped mounting seat 36 that matches the top of the butterfly spring 32. The T-shaped mounting seat 36 is located in the installation chamber A, and the top of the...

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Abstract

The invention discloses a quasi-zero stiffness vibration isolator floating slab track bed. The quasi-zero stiffness vibration isolator floating slab track bed is characterized by comprising floating slabs and vibration isolating assemblies disposed in the floating slabs. The vibration isolating assemblies are arranged in the length direction of the floating slabs at intervals. The vibration isolating assemblies comprise outer sleeves cast in the floating slabs and quasi-zero stiffness vibration isolators installed in the outer sleeves. Heightening gaskets for adjusting the height of the floating slabs are arranged between the quasi-zero stiffness vibration isolators and the outer sleeves in a padded mode, the top portions of the outer sleeves are covered with insulating cover plates. According to the quasi-zero stiffness vibration isolator floating slab track bed, the quasi-zero stiffness vibration isolators are arranged in the floating slab track bed, the bearing capacity and stability of a floating slab track are not affected, and the floating slab track bed has the advantages of high bearing capacity, small deformation capability, good low-frequency vibration isolation effect and large vibration isolation frequency range. The low-frequency vibration component of the floating slab track bed is effectively suppressed, and the low-frequency vibration isolation of the floating slab track is realized. The invention further provides a design method of the quasi-zero stiffness vibration isolator floating slab track bed.

Description

technical field [0001] The invention relates to a floating slab track bed of a quasi-zero stiffness vibration isolator and a design method thereof, which realizes low-frequency vibration isolation of a floating slab track, and belongs to the field of track vibration reduction and noise reduction. Background technique [0002] In recent years, the vibration and noise problems caused by the development of urban rail transit have attracted more and more people's attention. The vibration caused by the wheel-rail interaction is transmitted to the surrounding infrastructure such as tunnels or bridges through the track structure, and then transmitted to the surrounding buildings through the ground, which will have adverse effects on residents, schools, hospitals, office buildings, etc. along the line. At present, among many rail vibration reduction measures, the floating slab rail structure is considered to be the best rail vibration reduction form. However, studies have shown tha...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01B1/00E01B19/00
Inventor 刘韦卜继玲齐西雷刘振光李金卫白建军姜其斌张亚新罗竹辉
Owner ZHUZHOU TIMES NEW MATERIALS TECH
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