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Shape memory alloy energy dissipation shock absorber

A memory alloy and shock absorber technology, which is applied in the field of shape memory alloy energy dissipation shock absorbers, can solve problems such as inability to fully exert hysteretic performance, insufficient hysteretic energy dissipation capacity of nodes, and small initial stiffness of nodes, etc., to improve the structure Energy dissipation capacity, unique and reasonable device structure, and the effect of improving the stiffness of nodes

Active Publication Date: 2022-04-22
CHINA THREE GORGES UNIV
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Problems solved by technology

However, due to the small elastic modulus of shape memory alloy martensite and austenite, although it can effectively reduce the residual deformation when used as a self-resetting element, the initial stiffness of the node directly connected by it is small. At the same time, the shape memory alloy The direct connection with the structure cannot give full play to its hysteretic performance, resulting in insufficient hysteretic energy consumption capacity of such nodes

Method used

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  • Shape memory alloy energy dissipation shock absorber
  • Shape memory alloy energy dissipation shock absorber
  • Shape memory alloy energy dissipation shock absorber

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Embodiment 1

[0028] like Figure 1-8 Among them, the shape memory alloy energy-dissipating shock absorber includes symmetrically arranged mounting plates 1, and multiple sets of first mounting holes 2 are arranged on the described mounting plates 1, and symmetrically arranged first mounting holes 2 are arranged between the symmetrically arranged mounting plates 1. A connecting plate 3, a connecting structure 4 and a symmetrically arranged damping structure 5, the connecting structure 4 is located between the symmetrically arranged first connecting plates 3;

[0029] The damping structure 5 includes a second connecting plate 10 connected to the first connecting plate 3, and the second connecting plate 10 is provided with a mounting hole 11. There is a first matching plate 12 and a second matching plate 12' between them, the first matching plate 12 and the second matching plate 12' are connected by a plurality of connecting rods 13, and the first matching plate 12 is provided with a pluralit...

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Abstract

The shape-memory alloy energy-dissipating shock absorber includes symmetrically arranged mounting plates, said mounting plates are provided with multiple sets of first mounting holes, and symmetrically arranged first connecting plates and connecting structures are arranged between the symmetrically arranged mounting plates. With the symmetrically arranged damping structure, the connection structure is located between the symmetrically arranged first connecting plates. Using the above structure, the shock absorber made of shape memory alloy as the main structure, through the special phase transformation process of martensitic phase transformation and austenite phase transformation, when the structure vibrates, the vibration of the structure is adjusted through the phase transformation The generated energy is used for hysteretic energy consumption; the application of pre-strain can not only improve the stiffness of nodes, but also keep the shape alloy rods in a state of tension, effectively suppress the vibration response of the structure, and improve the energy dissipation capacity of the structure; The structure of the device is unique and reasonable, and it is designed for the cutting-edge material of shape memory alloy, making full use of its characteristics to reduce vibration and consume energy.

Description

technical field [0001] The invention relates to the technical field of structural energy dissipation and vibration reduction, in particular to a shape memory alloy energy dissipation shock absorber. Background technique [0002] In the current society, earthquakes are still one of the most important natural disasters that threaten the survival and development of our human society. Before the 1990s, steel frame rigid joints, that is, bolted and welded joints, were widely used in various steel structure fields because of their good plastic deformation capabilities. However, further investigations after the earthquake showed that such joints Even if it is not damaged in the earthquake, a large amount of participating deformation will occur. After research by many scholars, it has been found that in the original steel frame structure, adding energy-dissipating elements can effectively improve the energy-dissipating performance, stiffness, and ductility of the structure. , Signi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/24E04B1/58E04B1/98E04H9/02
CPCE04B1/24E04B1/98E04H9/021E04B1/2403E04B2001/2406E04B2001/2418E04B2001/2433E04B2001/2457E04B2001/2415
Inventor 彭刚张昱赵家成王乾峰沈德铭赵茗任书晗严斌黄文谢玉龙
Owner CHINA THREE GORGES UNIV
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