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An internal and external double-bending soft steel transverse wave vertical bending buckle damper

A damper, mild steel technology, applied in building types, buildings, building components, etc., can solve the problems of large aftershocks, long duration, affecting the safety performance of the structure's seismic performance, and achieve recovery of energy consumption and shock absorption, replacement. The effect of low cost and simple operation

Active Publication Date: 2019-07-30
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, shortly after the main shock, it is often accompanied by large aftershocks and lasts for a long time. The traditional damper cannot achieve the expected energy consumption and shock absorption effect. Seriously, it is likely to affect the seismic performance of the structure and the overall safety performance of the structure. Therefore, the research and development New staged energy-dissipating dampers are a priority

Method used

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  • An internal and external double-bending soft steel transverse wave vertical bending buckle damper
  • An internal and external double-bending soft steel transverse wave vertical bending buckle damper
  • An internal and external double-bending soft steel transverse wave vertical bending buckle damper

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Embodiment Construction

[0030] The present invention is described in further detail below in conjunction with accompanying drawing:

[0031] refer to Figure 1 to Figure 5 , the internal and external double flex mild steel transverse wave vertical bending buckle damper of the present invention includes an upper base 1, a first connecting plate 2, a first spring 7, a second connecting plate 3, a corrugated mild steel cylinder 9, a second Three connecting plates 4, the second spring 8, the fourth connecting plate 5, the lower base 6 and several corrugated steel plates 10; the upper base 1, the first connecting plate 2, the first spring 7, the second connecting plate 3, and the corrugated mild steel circle The barrel 9, the third connecting plate 4, the second spring 8, the fourth connecting plate 5 and the lower base 6 are distributed sequentially from top to bottom, and the first connecting plate 2 is fixed on the bottom of the upper base 1, and one end of the first spring 7 It is connected with the ...

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Abstract

The invention discloses an internally and externally double-bent soft steel shear wave vertically bending buckle damper, comprising an upper base, a first connecting plate, a first spring, a second connecting plate, a corrugated mild steel cylinder, a third connecting plate, a The second spring, the fourth connecting plate and the lower base are distributed sequentially from top to bottom, and the first connecting plate is fixed on the bottom of the upper base, one end of the first spring is connected with the bottom of the first connecting plate, the other end of the first spring Connected with the upper part of the second connecting plate, the upper end of the corrugated mild steel cylinder is sleeved on the second connecting plate, the lower end of the corrugated mild steel cylinder is sleeved on the third connecting plate, and the upper end of the second spring is connected to the third connecting plate. The bottoms of the connecting plates are connected, the lower end of the second spring is fixed on the fourth connecting plate, and the fourth connecting plate is fixed on the lower base. The corrugated steel plates are distributed on the outer periphery of the corrugated mild steel cylinder along the circumferential direction. The damper can Energy consumption shock absorption is carried out in stages.

Description

technical field [0001] The invention belongs to the field of anti-seismic and shock-absorbing civil engineering, and relates to a buckle damper with internal and external double-bending mild steel transverse waves and vertical bending buckles. Background technique [0002] Metal energy dissipation damper is an energy dissipation device that can resist horizontal or vertical action in buildings. Metal energy dissipation damper can use different forms of plastic hysteretic deformation of metal to dissipate energy. Because it absorbs a large amount of energy during elastic-plastic hysteretic deformation, it is used to manufacture energy-dissipating shock absorbers of various types and configurations. From the force form, it can be divided into shear yield type, axial yield type, bending yield type and torsional yield type damper. Compared with other types of dampers such as hysteresis liquid type and friction type, metal dampers have the advantages of convenient processing, st...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021
Inventor 王威赵春雷徐金兰任坦
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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