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Function-restorable soft steel damper

A mild steel damper and functional technology, which is applied to building components, shockproof and other directions, can solve the problems of mild steel shear plate damper taking a long time, difficult to consume energy effect of back web, not in line with energy saving and environmental protection, etc. Achieve the effect of restoring seismic performance and use function, easy control of processing accuracy, and better energy consumption effect

Active Publication Date: 2014-10-15
ARCHITECTURAL DESIGN & RES INST OF SOUTHEAST UNIV CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] like figure 1 As shown, it is a schematic structural diagram of a traditional mild steel damper, which is composed of structural anchor plate 2, flange plate 3 and solid web, but there are certain problems in the mild steel shear plate damper: (1) shear The plate damper is connected with the structure and bears the shear force and part of the axial force and bending moment. During the earthquake, the web enters into plastic energy dissipation, and there is a certain residual deformation after the earthquake. Because of the axial force and bending moment, if the shear plate If the damper is replaced as a whole, the construction will be more complicated; (2) In the earthquake, the shear plate damper mainly dissipates energy through the shearing of the web, so the residual deformation of the web is generally large. For example, the structural anchor plate and the flange plate If they are replaced together, there will be a large waste, which does not meet the requirements of energy conservation and environmental protection; (3) further, if only the web is replaced, it is replaced by welding, considering the limitations of welding and on-site construction conditions, it is difficult to further ensure the replacement of the rear web The energy dissipation effect of the board
(4) At this stage, after a major earthquake, there will be a series of strong aftershocks. How to quickly restore the anti-seismic capacity and function of structures and components is also a problem that needs special attention in future design. The replacement of mild steel shear plate dampers will obviously cost longer time

Method used

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Examples

Experimental program
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Effect test

Embodiment 1

[0040] Such as Figure 2-8 As shown, a mild steel damper whose function is easy to recover includes a web 1, a structural anchor plate 2, a flange plate 3 and an energy dissipation component 4; the web 1 is formed by a conventional mild steel shear plate damper The energy dissipation component 4 can cover the corresponding vacant position, and both ends of the energy dissipation component 4 are affixed to the web 1 along the height direction of the mild steel damper (the direction perpendicular to the structural anchor plate). The web 1, the structural anchor plate 2 and the flange plate 3 can be made of high-yield steel, and the energy-dissipating plate 4-1 in the energy-dissipating component 4 can be made of low-yield steel; the energy-dissipating plate 4-1 and The connecting plate 4-3 is jointly welded on the stiffening plate 4-2 perpendicular to the energy dissipating plate 4-1 to form the energy dissipating component 4, and the two ends of the energy dissipating component...

Embodiment 2

[0042] Such as Figure 9 As shown: this embodiment is the same as the rest of embodiment 1, except that the energy dissipation plate 4-1 in the energy dissipation component 4 is directly connected to the connection plate 4-3.

Embodiment 3

[0044] Such as Figure 10 Shown: This embodiment is the same as the rest of Embodiment 1, except that the stiffening flange plate 4-5 and horizontal and vertical stiffening ribs 4-6 are welded around the energy dissipation plate 4-1 in the energy dissipation component 4.

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Abstract

The invention discloses a function-restorable soft steel damper. The function-restorable soft steel damper comprises a web, a structural anchor plate, flange plates and an energy dissipation component, wherein the end faces of both sides of the web are fixedly connected with the flange plates respectively; the upper and lower end faces of the web are fixedly connected with the structural anchor plate respectively; the web is a residual web formed by removing a portion from a complete web; the energy dissipation component is arranged at a vacated position on which the web is removed; the two ends of the energy dissipation component along the height direction of the soft steel damper are fixedly connected with the web respectively. An energy dissipation plate of the energy dissipation component enters plastic energy dissipation through reasonable design under the action of strong vibration, the web, the structural anchor plate and the flange plates always keep within an elastic range, and the energy dissipation component is fixedly connected with the web through a bolt, thereby realizing convenient and rapid replacement of the energy dissipation component after vibration, avoiding repairing other components of the soft steel damper, remarkably lowering the difficulty in replacing the entire soft steel damper after vibration, and realizing rapid recovery of the use functions of the current structure and member.

Description

technical field [0001] The invention belongs to the field of civil engineering and relates to a mild steel damper for reducing the seismic response of engineering structures. Background technique [0002] The energy of the earthquake input structure is dissipated through the plastic deformation of metal materials, thereby reducing the response of the structure in the earthquake. This design concept of energy dissipation and shock absorption has been widely recognized in structural design. Mild steel shear plate damper is a kind of metal damper, which is often used in structural vibration control as an energy dissipation device. Its basic working principle is: in the event of earthquake or wind vibration, the shear deformation of the web enters the plastic yield to form hysteresis, dissipates the energy input into the structure, thereby increasing the equivalent damping of the structure, and achieving the purpose of energy dissipation and shock absorption. After the Hanshin ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
Inventor 王春林孙逊
Owner ARCHITECTURAL DESIGN & RES INST OF SOUTHEAST UNIV CO LTD
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