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Sawtooth interface constraint damping track bed applied to vibration and noise reduction of subway

A technology of vibration reduction, noise reduction, and restraint damping, which is applied to roads, tracks, ballast layers, etc., can solve problems such as insignificant vibration reduction effects, slippage of ballast bed structures, and decline in vibration reduction effects, and achieve good train impact resistance and Anti-fatigue performance, prevention of relative slip and wavy wear, effects of increasing impact resistance and fatigue resistance

Active Publication Date: 2017-06-09
QINGDAO TECHNOLOGICAL UNIVERSITY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, these technologies have the following disadvantages: (1) the loss factor is only about 0.05 to 0.2, and the vibration reduction effect is not obvious; (2) the service life is short; because these devices use materials such as springs and rubber, the volume is relatively small compared to spray-type damping materials. If it is relatively large, after several years of use, the vibration damping effect will be significantly reduced due to the continuous impact of the train and the aging of materials; (3) and the most important point: these technologies will cause slippage and wavy structure of the ballast bed structure. Abrasion, this phenomenon will in turn increase the vibration of the structure, which will have a greater impact on passengers and residents of surrounding buildings, which will cause the subway department to receive complaints from the masses; The track bed caused immeasurable losses to the project
However, there is a huge potential safety hazard in this method, that is, as time goes by, the long-term impact of the train will cause relative slippage of the ballast bed
[0005] At present, epoxy resin is mainly used in the fields of coating protection, adhesives, electronic and electrical materials, engineering plastics, composite materials, civil engineering materials, etc. It has not been applied to the multi-layer constrained damping ballast bed structure for vibration and noise reduction.

Method used

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  • Sawtooth interface constraint damping track bed applied to vibration and noise reduction of subway
  • Sawtooth interface constraint damping track bed applied to vibration and noise reduction of subway
  • Sawtooth interface constraint damping track bed applied to vibration and noise reduction of subway

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] The serrated interface constrained damping ballast bed for subway vibration and noise reduction includes a concrete base, a constrained layer and an intermediate layer between them. The length of the ballast bed is 12-15m, and the width is 3-5m. The concrete base layer, constraining layer and middle layer are all zigzag, and the sawtooth of adjacent two layers matches each other; The middle layer is a multi-layer constrained damping layer, and the middle layer is composed of damping material layers I, Composition of hard interlayer and damping material layer II. The damping material layer I is located on the side close to the concrete base, and the damping material layer II is located on the side close to the constraint layer. The damping material layer is polyurethane-urea damping material. The hard interlayer is an epoxy resin layer with a Shore D hardness of 65.

[0031] Wherein, the sawtooth interface is composed of a plurality of sawtooth units arranged in paral...

Embodiment 2

[0040] The difference from Example 1 is that the sawtooth interface constrains the damping ballast bed for vibration and noise reduction of the subway, and the hard interlayer is an epoxy resin layer with a Shore D hardness of 64. The protrusion height of the sawtooth is 90 mm, the top angle of the vertical section of the sawtooth unit is 80°, and the bottom angle of the vertical section is 5°. Wherein, the thicknesses of the damping material layer I, the hard interlayer and the damping material layer II are all 1.6mm; the thicknesses of the concrete base layer and the constrained layer are all 0.25m. Between the hard interlayer and the damping material layer I and between the hard interlayer and the damping material layer II, there is a corundum layer inlaid on the surfaces of the two, and the quantity of the corundum is 4.0kg / m 2 , the particle diameter of the corundum is 1.6mm.

[0041] Different from Example 1, the preparation method of the sawtooth interface constrained ...

Embodiment 3

[0050] The difference from Example 1 is that the sawtooth interface constrains the damping ballast bed for vibration and noise reduction of the subway, and the hard interlayer is an epoxy resin layer with a Shore D hardness of 66. The protrusion height of the sawtooth is 110mm, the top angle of the vertical section of the sawtooth unit is 70°, and the bottom angle of the vertical section is 10°. Wherein, the thicknesses of the damping material layer I, the hard interlayer and the damping material layer II are all 2.5mm; the thicknesses of the concrete base layer and the constrained layer are all 0.22m. Between the hard interlayer and the damping material layer I and between the hard interlayer and the damping material layer II, there is a corundum layer inlaid on the surfaces of the two, and the quantity of the corundum is 3.5kg / m 2 , the particle diameter of the corundum is 1.8mm.

[0051] Different from Example 1, the preparation method of the sawtooth interface constrained...

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Abstract

A sawtooth interface constraint damping track bed applied to vibration and noise reduction of a subway comprises a concrete base layer, a constraint layer and a middle layer located between the layers, wherein the concrete base layer, the constraint layer and the middle layer are shaped like sawteeth, and sawteeth of the two adjacent layers are matched; the middle layer is a multi-layer constraint damping layer, and the middle layer is composed of a damping material layer I, a hard interlayer and a damping material layer II which are successively arranged; the damping material layer I is located on the side close to the concrete base layer, and the damping material layer II is located on the side close to the constraint layer; and the damping material layer is made of a polyurethane-urea damping material. According to the invention, a track bed constraint interface is designed into a sawtooth shape. Hence, on one side, hidden dangers in relative slippage of the track bed are avoided; and on the other side, the specific area of the structure is increased, namely the shear area is increased, so that non-linear characteristics of the damping material could be manifested better. Shear energy consumption of the damping material is applied, and the loss factor increases by 0.3-0.5, so that vibration reduction effects are also improved obviously.

Description

technical field [0001] The invention belongs to the field of construction, and relates to a ballast bed vibration and noise reduction structure and a preparation method thereof, in particular to a sawtooth interface combination structure which is beneficial to vibration and noise reduction. Background technique [0002] In today's society, all kinds of vibrations and noises emerge in endlessly and cannot be avoided. However, the long-term effect of this environment not only affects people's physical and mental health, but also leads to fatigue damage of structural equipment due to long-term vibration, and a decrease in the sensitivity of precision instruments. Therefore, controlling vibration and reducing noise has become an urgent problem to be solved. As an important part of urban rail transit, subway has played an increasingly important role in people's work and life. In order to improve ride comfort and improve the service life of rails and vehicles, more and more new ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B1/00E01B19/00
CPCE01B1/00E01B19/003
Inventor 黄微波李栋丁国雷冯超梁龙强李华阳许圣鸣刘天铖
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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