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A swing self-resetting damper

A damper and self-reset technology, applied in building types, buildings, building components, etc., can solve the problems of insufficient self-reset ability, poor rotation ability and pull-out ability, and difficulty in multi-dimensional isolation after earthquakes, so as to achieve rapid consumption of earthquakes. Effects of energy, stable hysteretic properties, good low cycle fatigue properties

Active Publication Date: 2021-03-12
HAINAN UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Although my country has made great progress in the field of seismic isolation and vibration control of building structures, there are many kinds of seismic isolation products, and the laminated rubber seismic isolation bearings are the majority, but due to the physical defects of the laminated rubber itself, it is only suitable for Horizontal earthquake action has good seismic isolation and shock absorption effect, but it is very difficult to achieve multi-dimensional seismic isolation, and its rotation capacity and pull-out resistance are poor, the self-resetting ability after the earthquake is insufficient, and the rubber aging problem is obvious

Method used

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  • A swing self-resetting damper
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  • A swing self-resetting damper

Examples

Experimental program
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Embodiment 1

[0042] See attached figure 1 The embodiment of the present invention discloses 1. A swing self-resetting damper, which is characterized in that it includes: a vertical cylinder 4, a steel plate 5, a disc spring 8, a spring protection cylinder 9, a support assembly, a horizontal partition 12, C Type damper 13, horizontal beam 15, high-strength tie rod 16, fastener 17;

[0043] The inside of the vertical cylinder 4 is provided with a horizontal partition 12, and the upper part is provided with a cover plate 19;

[0044] The steel plate 5 is arranged on the outside of the vertical cylinder 4;

[0045] The horizontal beam 15 is placed at the bottom of the vertical cylinder 4, and the two sides of the horizontal beam 15 are connected to the support assembly;

[0046] One end of the C-shaped damper 13 is connected to the side wall of the steel plate 5, and the other end is connected to the first end plate 153 on the top of the horizontal beam 15;

[0047] The spring protection tu...

Embodiment 2

[0070] The difference between this embodiment and Embodiment 1 is that: the top of the vertical cylinder 4 is provided with a second end plate 18, and the top of the second end plate 18 is fixedly connected with the beam 1; One end of 10 is connected with the bottom of horizontal beam 15, and the other end is fixed on the beam-column node. The second end plate 18 replaces the horizontal link 3, so that the beam 1 without embedded parts 2 can be installed with a swing self-resetting damper; the second end plate 18 is directly fastened to the beam 1, and the lower part of the second end plate 18 is directly welded vertically. To the cylinder 4, the vertical cylinder 4 is directly driven by the beam 1 to swing, and the lower part is supported by the rigid member 10, without the support of the flexible cable 7.

[0071] Other structures and working principles of this embodiment are the same as those of Embodiment 1, and will not be repeated here.

Embodiment 3

[0073] The difference between this embodiment and Embodiment 2 is that: the top of the vertical cylinder 4 is provided with a second end plate 18, and the top of the second end plate 18 is fixedly connected with the beam 1; The through hole 151, the supporting component is a flexible cable 7, one end of the flexible cable 7 is connected to the through hole 151, and the other end is fixed on the beam-column node. The lower part is supported by flexible cables 7, providing options for construction environments that are inconvenient to support by rigid parts 10.

[0074] 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 a swinging self-resetting damper and a combined supporting type mounting method thereof. The swinging self-resetting damper comprises a vertical cylinder, a steel plate, a butterfly spring, a spring protection cylinder, a horizontal partition plate, a C-shaped damper, a horizontal cross beam, a high-strength pull rod and a fastener. The horizontal partition plate is arranged in the vertical cylinder, and a cover plate is arranged at the upper part of the vertical cylinder; the steel plate is arranged outside the vertical cylinder; one end of the C-shaped damper is connected with the side wall of the steel plate, and the other end of the C-shaped damper is connected with an end plate at the upper portion of the horizontal cross beam; the spring protection cylinder isfixed at the bottom of an end plate at the lower portion of the horizontal cross beam; one end of the high-strength pull rod penetrates through the horizontal partition plate and is fixedly clamped to the top of the horizontal partition plate; the other end of the high-strength pull rod penetrates through the horizontal cross beam and is arranged in the spring protection cylinder; the butterfly spring is arranged at the end, in the spring protection cylinder, of the high-strength pull rod in a sleeving mode and fixed through the fastener; and the vertical cylinder is installed at the bottom of the cross beam. The damper can achieve the energy consumption function through self-swinging, and has the self-resetting capability.

Description

technical field [0001] The invention relates to the technical field of energy dissipation and shock absorption, and more specifically relates to a swing self-resetting damper. Background technique [0002] Driven by the current economic development, my country's urbanization process is accelerating, and the expansion of urban scale and the increase of urban population make the contradiction between man and land in cities increasingly prominent. In this context, medium and high-rise buildings have developed rapidly, and quickly become the mainstream direction of urban architectural development. However, the higher the building height, the greater its own weight, and the poorer its resistance to vibration. If the design of high-rise buildings is still in accordance with the method of ordinary building design, once an earthquake occurs, it will inevitably lead to damage or collapse of the building. cause serious consequences. [0003] For decades, after continuous research by...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04B1/98E04H9/021
Inventor 陈云魏盛飞
Owner HAINAN UNIVERSITY
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