Bidirectional shearing metal damper

A metal damper, two-way shearing technology, used in building components, building types, earthquake resistance, etc., can solve problems such as unable to provide stable and reliable bearing capacity, stiffness and energy dissipation capacity, and difficulty in adapting to two-way coupling deformation, and achieve service life. The effect of long, strong energy consumption, not easy to bend and damage

Pending Publication Date: 2021-09-17
KUNMING UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the actual earthquake action often does not occur along the main axis of the structure, and the structure will show two-way coupling deformation characteristics under the earthquake action; most of the existing metal shear dampers c

Method used

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  • Bidirectional shearing metal damper
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  • Bidirectional shearing metal damper

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0029] Embodiment 1, refer to Figure 1-2 , a two-way shearing metal damper, comprising two end plates 1 arranged up and down oppositely, and between the two end plates 1 are connected a transverse energy dissipation plate 2 and a longitudinal energy dissipation plate 3 that are perpendicular to each other, and a longitudinal energy dissipation plate 3 One side of the transverse energy dissipation plate 2 is provided on both sides, one side of the longitudinal energy dissipation plate 3 is in contact with the side wall of the transverse energy dissipation plate 2, and the upper and lower ends of the transverse energy dissipation plate 2 and the longitudinal energy dissipation plate 3 are in contact with each other. Corresponding to the rotational connection of the end plate 1 , the transverse energy dissipation plate 2 can rotate back and forth in the direction of the longitudinal energy dissipation plate 3 , and the longitudinal energy dissipation plate 3 can rotate back and f...

Example Embodiment

[0031] Embodiment 2, refer to image 3 , a bidirectional shearing metal damper, the same technical features of the second embodiment and the first embodiment will not be repeated, and the different technical features are: the inner side of each end plate 1 is not provided with a transverse rotation slot 41 and a longitudinal rotation slot 41 42. The inner side of each end plate 1 is provided with a transverse connecting ring 51 rotatably connected with the corresponding transverse connecting shaft 21 at both ends of the transverse energy dissipation plate 2 , and the inner side of each end plate 1 is located on the two sides of each longitudinal energy dissipation plate 3 . The end is provided with a longitudinal connecting ring 52 rotatably connected with the corresponding longitudinal connecting shaft 31 . When installing, the horizontal connecting ring 51 and the vertical connecting ring 52 at one end can be welded first, and after the horizontal energy dissipation plate 2...

Example Embodiment

[0032] Embodiment 3, refer to Figure 4 , a two-way shearing metal damper, the same technical features of the third embodiment and the first embodiment will not be repeated, and the different technical features are: the longitudinal energy dissipation plate 3 is provided with two lateral energy dissipation plates on both sides of the energy dissipation plate 2. piece.

[0033] Working principle: When the seismic action acts laterally along the damper, the transverse energy dissipation plate 2 is sheared and deformed laterally, consuming the energy generated by the earthquake. At this time, the longitudinal energy dissipation plates 3 on both sides of the transverse energy dissipation plate 2 rotate laterally without deformation can;

[0034]When the seismic action acts along the longitudinal direction of the damper, the longitudinal energy dissipation plates 3 on both sides of the transverse energy dissipation plate 2 are sheared and deformed longitudinally, consuming the ene...

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Abstract

The invention discloses a bidirectional shearing metal damper. The bidirectional shearing metal damper comprises two end plates which are oppositely arranged up and down, wherein a transverse energy consumption plate and a longitudinal energy consumption plate which are perpendicular to each other are connected between the two end plates, one side of the longitudinal energy consumption plate is in contact with the side wall of the transverse energy consumption plate, the upper ends and the lower ends of the transverse energy consumption plate and the longitudinal energy consumption plate are rotationally connected with the corresponding end plates, the transverse energy consumption plate can rotate back and forth in the direction of the longitudinal energy consumption plate, and the longitudinal energy consumption plate can rotate back and forth in the direction of the transverse energy consumption plate. According to the bidirectional shearing metal damper, bidirectional separate energy consumption can be realized, bidirectional coupling deformation can be effectively adapted, and stable and reliable bearing capacity, rigidity and energy consumption capacity can be provided under the bidirectional coupling deformation.

Description

technical field [0001] The invention relates to the technical field of earthquake resistance and disaster prevention of building structures, in particular to a bidirectional shear metal damper. Background technique [0002] Under the action of earthquakes, conventional building structures are inevitably damaged. The introduction of energy-dissipating components can effectively dissipate the seismic energy, so that the deformation of the structure is mainly concentrated in the energy-dissipating components, thereby reducing or even avoiding the damage caused by the earthquake to the building structure. destructive effect. Shear-type metal damper, as a passive control device in the field of structural energy dissipation, anti-seismic and disaster prevention and mitigation, has a simple structure and low cost, so it has been widely used in the field of anti-seismic. [0003] At present, the metal shear dampers in the prior art only consider their ability to provide bearing cap...

Claims

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Application Information

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IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/0237E04B1/98
Inventor 张庆姚激韩团齐朱文涛马晓菊
Owner KUNMING UNIV OF SCI & TECH
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