A Self-Centering Buckling Restrained Brace End Connector

A technology of buckling restraint and supporting ends, applied in building types, buildings, building components, etc., can solve problems such as large initial stiffness and pretension rod fracture, and achieve the effect of reducing initial stiffness, construction cost, and maximum floor acceleration

Active Publication Date: 2018-12-28
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Technical problem: The present invention aims at the defect that the existing self-centering buckling restraint support has a large initial rigidity, is significantly affected by the length processing error of the casing, and is prone to breakage of the pre-tie rod when large deformation occurs, and provides a self-centering The initial stiffness of the central buckling restrained support reduces the influence of casing length processing errors, and can effectively avoid the self-centering buckling restrained support end connection device from breaking the pre-tie rod

Method used

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  • A Self-Centering Buckling Restrained Brace End Connector
  • A Self-Centering Buckling Restrained Brace End Connector
  • A Self-Centering Buckling Restrained Brace End Connector

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Embodiment Construction

[0032] The technical solution of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0033] Such as Figure 1~Figure 5 and Figure 10~Figure 14 As shown, the self-centering buckling restraint support end connecting device of the present invention includes a sandwich rubber end plate 1, an I-shaped connecting plate 2 passing through the interlayer rubber end plate 1, and is arranged on the unconstrained end web of the I-shaped connecting plate 2 Friction plates on both sides 3. The interlayer rubber end plate 1 includes a rubber pad 12, an end plate 11 arranged on one side of the rubber pad 12 facing the friction plate 3, an outer backing plate 14 arranged on the other side of the rubber pad 12, and two inner backing plates 13, the outer backing plate 14 is located on the outside of the two inner backing plates 13, and there is a gap between the outer backing plate 14 and the inner backing plate 13, the end plate 11, the ru...

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PUM

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Abstract

The invention discloses a self-centering buckling restrained brace end connecting device which comprises an interlayer rubber end plate, an I-shaped connecting plate and friction plates, wherein the I-shaped connecting plate penetrates through the interlayer rubber end plate, and the friction plates are connected to the two sides of a web of the unrestrained end of the I-shaped connecting plate. The interlayer rubber end plate comprises a rubber pad, an end plate, an outer cushion plate and two inner cushion plates, wherein the end plate is arranged on the side, facing the friction plate, of the rubber pad, and the outer cushion plate and the two inner cushion plates are arranged on the other side of the rubber pad. Slots are formed in the web of the unrestrained end of the I-shaped connecting plate in the longitudinal direction, and the I-shaped connecting plate and the friction plate can slide relatively along the slots. According to the connection mode of the self-centering buckling restrained brace end connecting device and a self-centering buckling restrained brace, the restrained end of the I-shaped connecting plate is welded to one end of a core plate and an outer sleeve, the outer cushion plates are in contact with the outer sleeve, the inner cushion plate is in contact with an inner sleeve, and a pre-tensioning rod arranged in the inner sleeve is anchored on the end plate after prestress is applied.

Description

technical field [0001] The invention belongs to the field of civil engineering, and relates to a self-centering buckling restraint support end connection device for reducing earthquake disasters of engineering structures. Background technique [0002] Earthquakes bring extremely serious disasters to human beings. The traditional seismic design adopts the ductility design method, that is, under the action of an earthquake, through the early yield and failure of some structural components (such as energy-dissipating supports), but the overall function will not be lost, relying on the plastic deformation of components to dissipate most Earthquake energy, so as to achieve the purpose of ensuring the safety of the main structure. Among them, buckling-restrained braces have been widely used in recent years because of their advantages such as strong energy dissipation capacity, good shock absorption effect and easy replacement after earthquakes. [0003] Buckling-restrained braci...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/021
Inventor 谢钦周臻孟少平孔祥羽
Owner SOUTHEAST UNIV
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