Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Mesh interface constrained damping ballast bed for vibration and noise reduction of subway and its preparation method

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: 2018-04-10
QINGDAO TECHNOLOGICAL UNIVERSITY +1
View PDF1 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, these technologies have the following defects: (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

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Mesh interface constrained damping ballast bed for vibration and noise reduction of subway and its preparation method
  • Mesh interface constrained damping ballast bed for vibration and noise reduction of subway and its preparation method
  • Mesh interface constrained damping ballast bed for vibration and noise reduction of subway and its preparation method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] The mesh 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 intermediate layer are all grid-shaped, and the grids of two adjacent layers match each other; the grid-shaped interface is composed of a plurality of raised grid units arranged in an orderly manner, and The grid units of two adjacent layers match each other; the middle layer is a multi-layer constrained damping layer, and the middle layer is composed of a damping material layer I, a hard interlayer and a damping material layer II arranged in sequence. 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. T...

Embodiment 2

[0040] The difference from Example 1 is that the grid 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 shape of the grid unit is a regular triangle, and the side length of the regular triangle is 350 mm; the height of the protrusion of the grid unit is 110 mm, and the distance between the grid units is 300 mm. 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. The hard interlayer and the damping material layer I and the hard interlayer and the damping material layer II are provided with a corundum layer inlaid on the surfaces of the two, and the quantity of the corundum is 4kg / m 2 , the particle size of the corundum is 1.6mm.

[0041] Different from Example 1, the preparation method of the gri...

Embodiment 3

[0050] The difference from Example 1 is that the grid 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 shape of the grid unit is a square, and the side length of the square is 400mm; the protrusion height of the grid unit is 90mm, and the distance between the grid units is 350mm. 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 grid interface const...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention discloses a grid interface constraint damping ballast bed for reducing vibration and noise for subways. The grid interface constraint damping ballast bed comprises a concrete base layer, a constraint layer and an intermediate layer. The intermediate layer is positioned between the concrete base layer and the constraint layer. The concrete base layer, the constraint layer and the intermediate layer are grid-shaped interfaces, the grid-shaped interfaces comprise a plurality of protruded grid units which are orderly arranged, and the grid units of every two adjacent layers are matched with one another; the intermediate layer is a multilayer constraint damping layer and comprises a damping material layer I, a hard sandwich layer and a damping material layer II which are sequentially arranged. The damping material layer I is positioned close to a side of the concrete base layer, and the damping material layer II is positioned close to a side of the constraint layer. The grid interface constraint damping ballast bed has the advantages that the grid-shaped constraint interfaces of the grid interface constraint damping ballast bed are designed, the problem of relative slipping hazards of ballast beds can be solved, the shear areas can be enlarged, accordingly, nonlinear characteristics of damping materials can be sufficiently played, loss factors can be increased by 0.3-0.5 by the aid of shear energy consumption of the damping materials, and vibration reduction effects can be obviously improved.

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 grid 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 tech...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Patents(China)
IPC IPC(8): E01B1/00E01B19/00
CPCE01B1/002E01B19/003E01B2204/01E01B2204/09
Inventor 黄微波李栋常瑞景冯超梁龙强李华阳丁国雷张志超
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products