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buckling-free energy-dissipating brace

An energy-consuming support and no buckling technology, applied in the field of building science, can solve problems such as processing, transportation and installation difficulties, unsatisfactory use effects, large deformation, etc. Effect

Inactive Publication Date: 2017-10-17
GUIZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When the external force to be borne is large, a large amount of deformation is required, and usually the size is required to be very large, so that processing, transportation and installation are very difficult, and the effect of use is not ideal.

Method used

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  • buckling-free energy-dissipating brace

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0015] Embodiment 1 of the present invention: non-buckling energy-dissipating support, including an outer casing steel pipe 1, which is a cylindrical structure with both ends open, and two supporting cores distributed symmetrically along the axial direction are arranged in the same outer casing steel pipe 1 Component 4; four energy-dissipating steel plates 2 symmetrically distributed along the axis are arranged between each supporting core member 4 and the inner wall of the jacket steel pipe 1, and the four energy-dissipating steel plates 2 are in the shape of a "ten" in cross section. On the energy-dissipating steel plate 2, there are evenly distributed energy-dissipating seams 3; one side of the energy-dissipating steel plate 2 is connected to the inner wall of the jacket steel pipe 1, and the other side of the energy-dissipating steel plate 2 is connected to the supporting core member 4; An elongation gap 5 is provided between each supporting core member 4 and its correspond...

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PUM

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Abstract

The invention discloses a novel buckling-free energy dissipation support. In the present invention, two supporting core members with a certain gap are arranged in the jacket steel pipe, and the jacket steel pipe and the supporting core member are connected through several slitted energy-dissipating steel plates. When a horizontal earthquake occurs, due to the relative Displacement, the relative displacement of the supporting core components at both ends will drive the relative displacement of the energy-dissipating steel plate connected to it and the outer steel pipe. When the degree is low, the steel bar will yield and fail, so that under repeated loads, the steel bar can achieve the purpose of consuming seismic energy through repeated deformation; the damper can change the thickness, length and number of slits of the steel sheet (by Calculation and determination) to adjust the damping stiffness and energy dissipation capacity, so that the structural vibration can be effectively reduced. Compared with the viscoelastic damper, the damper is less affected by excitation frequency and temperature.

Description

technical field [0001] The invention relates to the field of building science, in particular to a buckling-free energy dissipation support. Background technique [0002] At present, the development trend of buildings is taller. The frame structure composed of steel components, composite components or reinforced concrete components is a structural form that is often used in buildings. It is often necessary to set energy-dissipating components in the frame structure. Common energy dissipation components include viscous dampers, magnetorheological dampers and metal dampers. Among them, metal dampers are widely used in engineering because of their better durability and economy. However, the metal dampers currently used will deform to varying degrees according to the external forces they need to withstand. When the external force to be borne is large, a large amount of deformation is required, and usually the size is required to be very large, so that processing, transportation...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98
Inventor 袁波刘远征宋志丹
Owner GUIZHOU UNIV
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