Nested U-shaped staged yield damper

A damper and staged technology, applied in protective buildings/shelters, building components, earthquake resistance, etc., can solve the problems of small earthquakes that cannot cause plastic energy consumption, cannot achieve staged yielding, and insufficient out-of-plane stability , to achieve good hysteretic energy dissipation capacity, stable energy dissipation performance, and good shear resistance

Pending Publication Date: 2020-11-17
BEIJING UNIV OF TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The present invention proposes a nested U-shaped yield damper in stages, aiming to solve the problem of concentrated yield points in the existing metal damper structure system, the inability to produce plastic energy consumption in small earthquakes, and the inability to achieve staged yield in the overall damage of large earthquakes , After the earthquake, it needs to be replaced as a whole, the energy consumption mechanism is single, and the out-of-plane stability is insufficient, etc.

Method used

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  • Nested U-shaped staged yield damper
  • Nested U-shaped staged yield damper
  • Nested U-shaped staged yield damper

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Embodiment Construction

[0025] Attached below Figure 1~6 , detailing the implementation of this patent.

[0026] Such as Figure 1~6 As shown, a nested U-shaped staged yield damper includes the following components:

[0027] 1——Outer U-shaped energy-consuming parts;

[0028] 2——Inner U-shaped energy-consuming parts

[0029] 3——straight section;

[0030] 4 - arc segment;

[0031] 5——Double-layer waveform energy-consuming parts;

[0032] 6——steel spacer;

[0033] 7 - high-strength bolts;

[0034] 8——brass backing plate;

[0035] 9——Self-tapping screw;

[0036] Such as Figure 1~6 As shown, a nested U-shaped step-by-step yield damper is characterized in that: the metal damper is composed of two U-shaped energy dissipation parts (1) (2) nested in the same direction along the horizontal direction, double-layer The wave-shaped energy dissipation part (5), the brass backing plate (8), the steel spacer block (6), several self-tapping screws (9) and several high-strength bolts (7); the U-shaped en...

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Abstract

The invention relates to a nested U-shaped staged yield damper, and belongs to the technical field of structural engineering energy dissipation and shock absorption. The metal damper is composed of two U-shaped energy dissipation parts which are nested in the same direction in the horizontal direction, a double-layer corrugated energy dissipation part, a brass base plate and a steel cushion block.According to the nested U-shaped staged yield damper, the design concepts that staged yield is adopted, energy dissipation parts can be replaced, the shear bearing capacity of the damper is improved,out-of-plane buckling is restrained, the structural rigidity is improved, and various energy dissipation mechanisms work together and the like are applied, and the limitation of a traditional metal damper is broken through. Staged yield is achieved through the nesting design of the U-shaped energy dissipation parts and the arrangement of the steel cushion block. Meanwhile, the reasonably designeddamper has good shear bearing capacity and energy dissipation performance, the normal use function can be recovered only by replacing the energy dissipation parts after an earthquake, and the economic benefit is obvious. The metal damper develops towards the assembling direction, replacement is convenient, arrangement modes are various, and the number of the metal dampers can be flexibly increased or decreased according to actual conditions.

Description

technical field [0001] The patent relates to a nested U-shaped yield damper in stages, which belongs to the technical field of energy dissipation and shock absorption in structural engineering. Background technique [0002] Earthquake is a natural disaster, which is sudden and destructive. The occurrence of strong earthquakes may cause huge economic losses and casualties. [0003] The traditional anti-seismic strategy is to achieve the function of resisting earthquakes by improving the strength, stiffness, ductility and other properties of the structure itself, while the metal energy dissipation damper uses different forms of plastic hysteretic deformation of metals to consume energy. After the state, it has good hysteresis performance and absorbs a lot of energy during the elastic-plastic hysteretic deformation process, so it is used to manufacture energy-dissipating shock absorbers of different types and structures. [0004] However, most of the existing metal dampers hav...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04B1/98E04H9/021
Inventor 姜子钦陈鑫李祥源崔虎陈美琳
Owner BEIJING UNIV OF TECH
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