Steel damping limiting unidirectional moving pot type rubber support seat

A rubber bearing and steel damping technology, which is applied to bridge parts, bridges, buildings, etc., can solve the problems of not being able to fully exert the seismic capacity of bridge piers, low horizontal seismic force, and large internal seismic force, so as to improve the seismic capacity and improve efficiency , the effect of easy repair

Inactive Publication Date: 2015-08-19
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] Under the action of earthquake load, the existing one-way movable basin bearing can only transmit a small horizontal seismic force (3%-6%) through the friction between the PTFE plate and the stainless steel plate, see the traffic industry standard of the People's Republic of China, " Basin Rubber Bearings for Highway Bridges" (JT/T391-2009)), there is no special device to restrict the displacement in the active direction, and it is prone to unrecoverable excessive displacement during earthquakes, and there is no seismic energy dissipation

Method used

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  • Steel damping limiting unidirectional moving pot type rubber support seat
  • Steel damping limiting unidirectional moving pot type rubber support seat
  • Steel damping limiting unidirectional moving pot type rubber support seat

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Embodiment

[0029] figure 1 , figure 2 and 3 As shown, a specific embodiment of the present invention is: a steel damping limit one-way movable pot rubber bearing, including a one-way movable pot rubber bearing 1, characterized in that: the one-way movable pot rubber The two inactive sides of the top plate 1.1 of the support 1 are fixedly connected to the top plate extension plate 2, and the bottom surface of the top plate extension plate 2 hangs an X-shaped steel plate damper 4; the two inactive sides of the bottom basin 1.2 of the one-way movable basin rubber support 1 The bottom basin extension plate 3 is fixedly connected, and the upper surface of the bottom basin extension plate 3 is welded with two stoppers 5; the X-shaped steel plate damper 4 is located between the two stoppers 5, and between the stopper 5 and the X-shaped steel plate damper 4 The interval between them is 50-300mm (the allowable displacement of the corresponding specification bearing stipulated in the traffic in...

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Abstract

The invention discloses a steel damping limiting unidirectional moving pot type rubber support seat. The steel damping limiting unidirectional moving pot type rubber support seat comprises an unidirectional moving pot type rubber support seat, and is structurally characterized in that a top plate extension plate is fixedly connected with two inactive sides of a top plate of the unidirectional moving pot type rubber support seat, an X-shaped steel plate damper is hung on the bottom face of the top plate extension plate, a bottom pot extension plate is fixedly connected with two inactive sides of a bottom pot of the unidirectional moving pot type rubber support seat, two check blocks are welded on the upper surface of the bottom pot extension plate, the X-shaped steel plate damper is located between the two check blocks, and the distance between each check block and the X-shaped steel plate damper is 50-30mm. The steel damping limiting unidirectional moving pot type rubber support seat can achieve the purpose of enabling all piers of a bridge to bear stress together under seismic action, fully develops earthquake resistance of all the piers, dissipates seismic energy, can continue to use production and installation technology of an existing unidirectional moving pot type rubber support seat, and is convenient to use in engineering, and convenient to repair after an earthquake.

Description

technical field [0001] The invention relates to a one-way movable basin-type rubber bearing for a bridge, which belongs to the field of civil construction. Background technique [0002] Bearings are functional components that connect bridge girders and piers. The main girder of the bridge will stretch and rotate during work due to temperature and other reasons. The bridge support can eliminate the restrictions on the above deformation of the main girder by the bridge piers through proper structure, so that the main girder can expand and rotate freely. [0003] Bridge supports can be divided into three categories according to their motion characteristics. One is fixed supports, which can only meet the needs of the main girder rotation of the bridge, and cannot slide in the length and width directions of the main girder; the other is one-way movable supports. In addition to the rotation function, this type of support can also limit the displacement of the main beam of the bri...

Claims

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Application Information

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IPC IPC(8): E01D19/04
CPCE01D19/041E01D19/047
Inventor 赵灿晖庄卫林蒋劲松刘振宇
Owner SOUTHWEST JIAOTONG UNIV
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