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Energy dissipating mechanism for wall

A wall-together technology, applied in the field of wall energy-dissipating mechanisms, can solve problems such as low energy consumption efficiency and unsatisfactory shock absorption effect

Pending Publication Date: 2019-01-04
GUANGZHOU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] At present, there are many energy-consuming shock-absorbing devices, but the energy consumption efficiency of the existing energy-consuming shock-absorbing devices is low, single-stage anti-seismic, and the shock-absorbing effect is not ideal

Method used

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Embodiment Construction

[0026] The present invention will be further described in detail in conjunction with the accompanying drawings and specific embodiments.

[0027] In order to facilitate a unified review of the various reference signs in the drawings of the specification, the unified description of the reference signs appearing in the drawings of the specification is as follows:

[0028] 1 is the upper beam, 2 is the lower beam, 3 is the left column, 4 is the right column, 5 is the bracket, 6 is the bearing block, 7 is the swing bar, 8 is the viscous damper, 9 is the first connecting shaft, 10 is the The second connecting shaft, 11 is the slider, 12 is the hinge support, 13 is the hinge block, 14 is the fixed seat, 5-1 is the first inclined plate, 5-2 is the horizontal plate, 5-3 is the second inclined plate , 5-4 is the bottom plate, 6-1 is the upper plate, 6-2 is the lower plate, 6-3 is the front vertical plate, 6-4 is the rear vertical plate, 6-5 is the gap, 6-6 is the lower plate 6-7 is th...

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Abstract

The invention relates to an energy dissipating mechanism for a wall, and belongs to the technical field of building shock resistance. The energy dissipating mechanism comprises a bearing block fixed to an upper beam, a bracket fixed to a lower beam, a swinging bar, a first connecting shaft, a second connecting shaft, a sliding block, and two viscous dampers distributed in an eight-shaped mode. Theupper ends of the two viscous dampers are all rotatably installed together with the swinging bar, the lower ends of the two viscous dampers are all rotatably installed together with the lower beam, and the two viscous dampers are arranged on the two sides of the swinging bar correspondingly. The swinging bar is rotatably installed on the bracket through the first connecting shaft, a sliding groove is formed in the swinging bar, the sliding block is slidably arranged in the sliding groove of the swing bar, the first connecting shaft vertically penetrates through the swinging bar, the second connecting shaft vertically penetrates through the sliding block, and the second connecting shaft is rotatably installed together with the bearing block. The energy dissipating mechanism has a good shock resistant effect.

Description

technical field [0001] The invention relates to the technical field of anti-seismic buildings, in particular to an energy dissipation mechanism for walls. Background technique [0002] In recent years, my country has done a lot of research work on the isolation, vibration reduction and vibration control of engineering structures, and achieved fruitful research results. Structural vibration control technology provides a reasonable and effective way for structures to resist earthquakes. Among them, energy dissipation and shock absorption is a passive control measure, which is to guide the seismic energy input into the structure to specially set mechanisms and components to absorb and dissipate energy, so as to protect the safety of the main structure. [0003] The prefabricated structure is widely used at home and abroad because of its advantages of high production efficiency, good component quality, less construction waste, resource and energy saving, and the realization of ...

Claims

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Application Information

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IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/021
Inventor 叶茂邓挺
Owner GUANGZHOU UNIVERSITY
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