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Earthquake-resistance shock-absorption damping device for building

A shock-absorbing and damping technology for construction, which is applied to measuring devices, building components, and earthquake-proofing. It can solve problems such as increasing construction difficulty and cost, affecting building functions, and increasing the quality of the main structure. It is easy to install and maintain. Conducive to the popularization of use, the effect of high deformation strength

Inactive Publication Date: 2016-03-02
ANHUI UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] With the rapid development of social economy, modern buildings tend to be taller and taller, which makes people put forward higher requirements for the seismic performance of building structures, which promotes the continuous deepening of research on domestic engineering structure seismic technology. The traditional seismic method is to set up a large number of The shear wall enhances the rigidity and strength of the structure to improve the seismic capacity of the structure. This traditional method not only affects the building's use function but also increases the difficulty and cost of construction. It may also cause greater earthquake action due to the increase in the mass of the main structure. In addition Existing damping devices generally adopt X-shaped, U-shaped, triangular and other shapes. There are certain defects in the force bearing mode of this shape damping device, which is easy to cause stress concentration and lead to local failure and poor deformation capacity.

Method used

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  • Earthquake-resistance shock-absorption damping device for building
  • Earthquake-resistance shock-absorption damping device for building
  • Earthquake-resistance shock-absorption damping device for building

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0058] The friction damper 2 is a Pall friction damper, the friction damper 2 is bolted to the anti-buckling support member 3 , and the anti-buckling support member 3 is welded to the frame 1 . The Pall friction damper includes a cross core plate 4, a horizontal connecting plate 5, a vertical connecting plate 6, a friction plate 7, a sliding bolt 8, and a square bolt 9; the opposite sides of the cross core plate 4 are provided with arc-shaped slots 10, and the other two The side is fixed on the vertical connecting plate 6 through the square bolt 9; the horizontal connecting plate 5 and the vertical connecting plate 6 are connected through the square bolt 9, and the connection between the horizontal connecting plate 5 and the cross core plate 4 is separated by the friction plate 7; the sliding bolt 8 is fixed on The horizontal connecting plate 5 passes through the arc-shaped slot 10 , and the width of the arc-shaped slot 10 is larger than the diameter of the sliding bolt 8 ; the...

Embodiment 2

[0060] The friction damper 2 adopts a T-shaped core plate friction damper, and the friction damper 2 is bolted to the anti-buckling support member 3 . The anti-buckling support member 3 is bolted to the frame 1 . The T-shaped core plate friction damper includes a T-shaped core plate 11, a horizontal connecting plate 5, a vertical connecting plate 6, a friction plate 7, a sliding bolt 8, and a square bolt 9; the vertical end of the T-shaped core plate is provided with an arc-shaped slot 10, The transverse end is fixed on the vertical connecting plate 6 by square bolts 8, and the T-shaped core plate 11 is made of shape memory alloy; the horizontal connecting plate 5 and the vertical connecting plate 6 are connected by square bolts 9, and the horizontal connecting plate 5 and the T-shaped core plate 11 The joints of the vertical ends are separated by friction plates 7; the sliding bolts 8 are fixed on the horizontal connecting plate 5 and pass through the arc-shaped slot 10, and ...

Embodiment 3

[0062] Basically the same as the embodiment 2, the friction damper 2 is a variable friction damper, and the friction damper 2 is bolted to the anti-buckling support member 3 . The anti-buckling support member 3 is riveted with the frame 1 . The variable friction damper includes a T-shaped core plate 11, a horizontal connecting plate 5, a vertical connecting plate 6, a friction plate 7, a sliding bolt 8, and a square bolt 9; the vertical end of the T-shaped core plate is provided with an arc-shaped slot 10, and the horizontal end It is fixed on the vertical connecting plate 6 by square bolts 9; the horizontal connecting plate 5 and the vertical connecting plate 6 are connected by square bolts 9; It is fixed on the horizontal connecting plate 5 and runs through the arc-shaped slot 10 , the width of the arc-shaped slot 10 is larger than the diameter of the sliding bolt 8 ; the T-shaped core plate 11 is made of shape memory alloy. The end 12 of the vertical end of the T-shaped co...

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Abstract

The invention discloses an earthquake-resistance shock-absorption damping device for a building. The earthquake-resistance shock-absorption damping device is characterized by comprising an upper connecting part, a buffer part and a lower connecting part, wherein the upper connecting part comprises a plurality of layers of steel plates, channel steel, an earthquake monitoring alarm device and expansion bolts; the plurality of layers of steel plates are connected with the channel steel by welding; the earthquake monitoring alarm device is mounted on the channel steel; the upper connecting part is fixed with the building by connecting through the expansion bolts; the buffer part is mounted between the upper connecting part and the lower connecting part by welding; the lower connecting part is fixed with the building by connecting through the expansion bolts; the earthquake monitoring alarm device can be used for timely finding occurrence of an earthquake and earthquake intensity; and the buffer part is great in deformation strength and is clear in stress. The earthquake-resistance shock-absorption damping device is creative design scheme, and is beneficial to popularization and application.

Description

technical field [0001] The invention belongs to the technical field of shock absorption of construction engineering structures, and in particular relates to an anti-seismic shock absorption damping device for buildings. Background technique [0002] With the rapid development of social economy, modern buildings tend to be taller and taller, which makes people put forward higher requirements for the seismic performance of building structures, which promotes the continuous deepening of research on domestic engineering structure seismic technology. The traditional seismic method is to set up a large number of The shear wall enhances the rigidity and strength of the structure to improve the seismic capacity of the structure. This traditional method not only affects the building's use function but also increases the difficulty and cost of construction. It may also cause greater earthquake action due to the increase in the mass of the main structure. In addition Existing damping d...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98G01S19/14
CPCE04B1/98G01S19/14
Inventor 王超朱金波李建军赵二宁王敏徐刚
Owner ANHUI UNIV OF SCI & TECH
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