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Floating vibration isolation structure of track system

A track and floating technology, applied in the direction of tracks, roads, buildings, etc., can solve the problems that cannot meet the requirements, and achieve the effect of meeting the vibration isolation requirements

Active Publication Date: 2014-02-26
BEIJING JIUZHOUYIGUI SHOCK & VIBRATION ISOLATION
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

So far, the effect of spring floating slab track bed is better, but it still cannot meet the requirements in special areas sensitive to vibration

Method used

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  • Floating vibration isolation structure of track system
  • Floating vibration isolation structure of track system
  • Floating vibration isolation structure of track system

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Embodiment Construction

[0017] exist figure 1 , 2 , In the embodiment shown in 3, a floating vibration isolation structure of a track system is composed of a bottom floating building vibration isolation system, an upper layer steel spring floating slab track bed vibration isolation system and a damping limiter (1). The underlying floating vibration isolation system consists of the foundation rigid mass (2) and the floating rubber vibration isolation pad (3). The floating rubber vibration isolation pad (3) is set on the inner wall of the tunnel shield segment (4) and the foundation rigid mass between blocks (2); the upper steel spring floating slab track bed vibration isolation system is composed of rigid slab track bed (5) and damping steel spring vibration isolator (6), the track (7) is installed on the rigid slab track bed (5), The rigid slab track bed (5) has a built-in damping steel spring vibration isolator (6), and the damping steel spring vibration isolator (6) is installed on the basic rigid...

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Abstract

A floating vibration isolation structure of a track system is formed by a floating vibration isolation system on the bottom layer, a steel spring floating slab track vibration isolation system on the upper layer and a damped limiter. The floating vibration isolation system on the bottom layer is formed by a foundation rigid mass block and a floating rubber vibration isolation gasket which is arranged between a tunnel shield duct piece inner wall and the foundation rigid mass block. The steel spring floating slab track vibration isolation system on the upper layer is formed by rigid slab tracks and damped steel spring vibration isolators, wherein the damped steel spring vibration isolators are arranged on the foundation rigid mass block, tracks are arranged on the rigid slab tracks, and the damped steel spring vibration isolators have functions of adjusting preload. By arranging the secondary floating vibration isolation structure of the track system, the vibration caused by metros is controlled while provisions on dynamic subsidence of metro lines when the metros are in full-load operation can be met, and vibration isolation requirements can be effectively met especially at special sections sensitive to vibration.

Description

technical field [0001] The invention relates to a vibration isolation device, in particular to a floating vibration isolation structure for a track system. Background technique [0002] Because urban rail transit has the advantages of high speed, large passenger capacity, high safety and reliability, and no smoke emission pollution, it has been adopted as the main traffic line by many large and medium-sized cities at home and abroad in recent years to alleviate the traffic pressure brought about by urbanization. However, with the increase of train speed in our country, the vibration and noise problems of railways have become more and more prominent. If no effective measures are taken, it will not only reduce the comfort of passengers, but also reduce the service life of various parts of the vehicle, and also affect the The quality of work and life of residents along the railway and the life span of various equipment and buildings. Therefore, the vibration and noise caused b...

Claims

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Application Information

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IPC IPC(8): E01B19/00
Inventor 林嘉祥
Owner BEIJING JIUZHOUYIGUI SHOCK & VIBRATION ISOLATION
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