Tensile prestress rubber earthquake isolation support

A rubber shock-isolation bearing and prestressing technology, which is applied in the direction of shock-proof, bridge parts, bridges, etc., can solve the problems of poor tensile capacity and tensile damage, and achieve the effect of simple structure and clear shock-isolation mechanism

Inactive Publication Date: 2010-08-18
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to solve the poor tensile capacity of the existing lead rubber bearings, and under the joint action of horizontal earthquakes and vertical earthquakes, lead rubber bearings are prone to appear in high-rise buildings, tower

Method used

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  • Tensile prestress rubber earthquake isolation support
  • Tensile prestress rubber earthquake isolation support
  • Tensile prestress rubber earthquake isolation support

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Experimental program
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Effect test

Embodiment 1

[0022] The present invention will be further explained in conjunction with the tensile prestressed rubber shock-isolation bearing in the bearing body.

[0023] figure 1 It is a schematic diagram of the structure of the tensile prestressed rubber shock-isolation bearing in the bearing body, figure 2 It is a cross-sectional view of the tensile prestressed rubber shock-isolation bearing in the bearing body. The support is composed of upper and lower connecting steel plates 3 and 9, an inner rubber layer 7, an inner thin steel plate 8, a high-purity lead core 4, a prestressed steel strand 2 and an anchor 5, the inner rubber layer 7 and the inner thin steel plate 8 Alternately laminated to form a laminated layer, the upper and lower surfaces of the laminated layer are respectively provided with upper and lower connecting steel plates 3 and 9, the outer periphery of the laminated layer is wrapped with an external rubber protective layer 6, and the center of the laminated layer is ...

Embodiment 2

[0025] The present invention will be further described in conjunction with the outer type tensile prestressed rubber shock-isolation bearing of the bearing body.

[0026] image 3 It is a schematic diagram of the structure of the external tensile prestressed rubber isolation bearing, Figure 4 It is a cross-sectional view of the external tensile prestressed rubber shock-isolation bearing of the bearing. The support is composed of upper and lower connecting steel plates 3 and 9, an inner rubber layer 7, an inner thin steel plate 8, a high-purity lead core 4, a prestressed steel strand 2 and an anchor 5, the inner rubber layer 7 and the inner thin steel plate 8 Alternately laminated to form a laminated layer, the upper and lower surfaces of the laminated layer are respectively provided with upper and lower connecting steel plates 3 and 9, the outer periphery of the laminated layer is wrapped with an external rubber protective layer 6, and the center of the laminated layer is pr...

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Abstract

The invention relates to a prestress rubber earthquake isolation support and belongs to the field of structural earthquake isolation control. The tensile prestress rubber earthquake isolation support consists of upper and lower connecting steel plates, an internal thin steel plate, an internal rubber layer, a prestress steel strand and an anchorage device. The internal thin steel plate and the internal rubber layer are alternately overlapped; and the internal thin steel plate, the internal rubber layer and an external rubber protective layer are connected with the upper and lower connecting steel plates by high-temperature and high-pressure vulcanization, and the internal prestress steel stand is connected with the upper and lower connecting plates by the anchorage device. In the prestress rubber support, the insufficient tensile strength is compensated by the large tensile pressure bearing capacity of the rubber support; and before the support bears a service load, a pressure stress is applied in advanced, so that the support, in high-level earthquake, maintains a pressed or low-tensile stress state for ensuring the safety of a earthquake isolation structure system. The support has a simple structure, applies a clear earthquake isolation mechanism and is suitable for earthquake isolation control of large structures with high earthquake-resistance requirements, such as high-rise buildings, tower structures and large-span bridges.

Description

technical field [0001] The invention relates to a shock-isolation support device for structures such as buildings and bridges, in particular to a tensile prestressed rubber shock-isolation support applied to large structures such as high-rise buildings, tower structures, and long-span bridges. Background technique [0002] In order to ensure that buildings, bridges and other structures play their due functions in earthquakes and reduce earthquake disasters, seismic isolation technology, as an effective structural shock-absorbing control technology, has received extensive attention from engineering and academic circles, and is widely used in construction at home and abroad. It is widely used in earthquake resistance of engineering structures such as bridges and bridges. The performance of the isolation bearing determines the isolation effect and anti-seismic performance of the isolation structure system, so the development of a high-performance isolation bearing has become a ...

Claims

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Application Information

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IPC IPC(8): E04B1/36E01D19/04E04B1/98
Inventor 韩强杜修力刘文光
Owner BEIJING UNIV OF TECH
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