Assembled self-resetting X-type metal damper

A metal damper, self-resetting technology, applied in building types, protected buildings/shelters, buildings, etc., can solve the problem of small self-resetting ability, lack of self-resetting ability, energy-consuming components, building structure stress and use function Difficult to repair and other problems, to achieve the effect of uniform force, convenient and efficient installation and disassembly, and superior fatigue resistance

Inactive Publication Date: 2019-09-06
HAINAN UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, there are still many defects in the design and performance of the X-type metal damper used for energy dissipation and shock absorption. Among them, one of the more common defects is: the damper produces yield deformation during the energy dissipation process, and after the energy dissipation ends , due to the lack of self-resetting ability or too small self-resetting ability, the energy-dissipating element still has a large yield deformation. At this time, the residual deformation of the energy-dissipating element will bring a negative effect that is difficult to repair on the stress and use function of the building structure

Method used

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  • Assembled self-resetting X-type metal damper
  • Assembled self-resetting X-type metal damper

Examples

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Embodiment 1

[0073] See attached figure 1 And attached figure 2 , the embodiment of the present invention discloses an assembled self-resetting X-shaped metal damper, including: a steel plate composite member 1, a piston member 2, a box member 3, a bottom plate 4, a fastener 5, an elastic member 6 and an energy dissipation member 7;

[0074] The steel plate composite member 1 includes a flange plate 11 and a web 12; two flange plates 11 are arranged in parallel up and down; a plurality of web plates 12 are fixed between the two flange plates 11;

[0075] The piston member 2 is fixedly connected to the center of the bottom surface of the lower flange plate 11;

[0076] The box-shaped member 3 is a box-shaped structure with both ends open or closed, and a plurality of box-shaped members 3 are arranged around the piston member 2;

[0077] The bottom plate 4 is rigidly connected with the plurality of box-shaped components 3 as a common bottom plate to form a whole;

[0078] The fastener 5...

Embodiment 2

[0094] The difference between this embodiment and Embodiment 1 is that the piston member 2 is a triangular box-shaped structure composed of three steel plates, the number of box-shaped members 3 and energy-dissipating members 7 are three, and the box-shaped members 3 are respectively located in three On the outer side of each steel plate, energy dissipation components 7 are respectively located between each steel plate and the box-shaped component 3 .

[0095] Other structures and working principles of this embodiment are the same as those of Embodiment 1, and will not be repeated here.

Embodiment 3

[0097] The difference between this embodiment and Embodiment 1 is that the piston member 2 is a rectangular box-shaped structure composed of four steel plates, the number of box-shaped members 3 and energy-dissipating members 7 are four, and the box-shaped members 3 are respectively located in four On the outer side of each steel plate, energy dissipation components 7 are respectively located between each steel plate and the box-shaped component 3 .

[0098] Other structures and working principles of this embodiment are the same as those of Embodiment 1, and will not be repeated here.

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Abstract

The invention discloses an assembled self-resetting X-type metal damper, which comprises a steel plate composite component, a piston component, a box type component, a bottom plate, a fastener, an elastic component, and energy consuming components. The steel plate composite component comprises a flange plate and a web; the plurality of energy consuming components comprise connecting plates and energy consuming plates; panels of the connecting plates are arranged in parallel with a side plate of the piston component and tightly connected with the side plates of the piston component and the boxtype respectively through a plurality of connecting members; a plurality of energy consuming plates are fixed in parallel between the two connecting plates, and the energy consuming plates are X-shaped plates with broader width at both ends and narrow width in the middle, the yielding areas of the X-shaped plates are large, plasticity distribution is uniform, and during energy consumption, each point of the energy consumption plates simultaneously enters plastic deformation. According to the assembled self-resetting X-type metal damper, deformation energy consumption performance of the energyconsuming plates can be adjusted according to different working conditions by means of disassembly and replacement; and at the same time, the damper component can be disassembled and replaced in timeafter fatigue damage of the component, the energy consumption effect is good, and self-resetting capability is high.

Description

technical field [0001] The invention relates to the technical field of energy dissipation and shock absorption, and more specifically relates to an assembled self-resetting X-shaped metal damper. Background technique [0002] In recent years, many relatively large earthquakes have occurred at home and abroad, causing great casualties and property losses. Earthquake disasters have become one of the most serious natural disasters faced by human beings. The traditional anti-seismic method mainly relies on the deformation and energy consumption of the building itself to resist the earthquake force. This anti-seismic method will cause irreparable damage to the building. For decades, after continuous research by domestic and foreign scholars, it is proposed to add a damper to the building, and use the energy-dissipating element of the damper to absorb the energy input into the structure by the earthquake, thereby protecting the main load-bearing components of the building, that is...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/021E04H9/0235
Inventor 陈云卫翰林
Owner HAINAN UNIVERSITY
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