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Installation and construction method for energy-dissipating type buckling-restrained brace

A technology of buckling constraints and construction methods, applied in the direction of building types, building components, earthquake resistance, etc., can solve the problems that the support does not achieve the ideal anti-seismic effect, the wall is prone to cracks, and the precision requirements are high, so as to achieve strong promotion and application value and easy installation Quick and wide application range effect

Inactive Publication Date: 2016-09-21
CHENGDU NO 1 CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] There are many types of buckling-restrained braces, including bearing-type buckling-restrained braces, energy-dissipating buckling-restrained braces, and buckling-restrained brace dampers. Among them, energy-dissipating buckling-restrained braces have the most obvious anti-seismic effect and are the most widely used, but their installation is relatively difficult. The precision requirements are high, many supports do not achieve the ideal anti-seismic effect, and some walls with supports are prone to cracks or wall peeling.

Method used

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  • Installation and construction method for energy-dissipating type buckling-restrained brace
  • Installation and construction method for energy-dissipating type buckling-restrained brace
  • Installation and construction method for energy-dissipating type buckling-restrained brace

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Embodiment

[0036] A project project with a total construction area of ​​206089m 2, the structure types are frame-shear wall structure, frame-core tube and frame structure, which are composed of A, B towers and podium buildings. Tower A has 23 floors above ground, 99.8m high, Tower B has 21 floors above ground, 88.5m high, the podium has 7 floors above ground, 36.8m high, and 4 floors in the basement. A total of 56 BRB energy-dissipating buckling restraints are used, of which the maximum weight of a single component is about 4.5t, the maximum yield bearing capacity is 3500Kn, and the length is 7743mm. parts.

[0037] The specification requirements of embedded parts during support installation are as follows:

[0038] Table 1 Specifications of embedded parts

[0039]

[0040] The installation accuracy requirements of the gusset plate are shown in the following table:

[0041] Table 2 Allowable range of gusset plate offset

[0042] Node plate thickness t(mm)

Deviation o...

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Abstract

The invention discloses an installation and construction method for an energy-dissipating type buckling-restrained brace. The method comprises following steps: installing embedded parts, installing gusset plates, connecting supports and filling a wall body and the like. The embedded parts are made in the manner that webs are utilized for opening H-type steel plates. The gusset plates and the supports are installed in a high-precision welding mode. After a wall body is filled, a galvanized steel wire net is arranged in order to prevent cracks of the wall surface. The installation and construction method for the energy-dissipating type buckling-restrained brace has following beneficial effects: by adoption of a construction method, installation of the energy-dissipating type buckling-restrained brace is convenient and rapid so that anti-seismic performance of the supports can be given into full play and operation and construction can be conveniently carried out; an application scope of the energy-dissipating type buckling-restrained brace in the building construction is broadened so that anti-seismic performance of the structure is ensured, engineering quality is ensured and the anti-seismic performance of the overall construction is enhanced; when a slight earthquake occurs, the wall surface is not easily cracked so that aesthetic property of a building is ensured; meanwhile, little material is consumed so that the installation and construction method is of great popularization and application value.

Description

technical field [0001] The invention relates to the field of construction engineering, in particular to an installation and construction method of an energy-consuming buckling restraint support. Background technique [0002] Our country has a vast territory and is also a country where various natural disasters occur frequently, and earthquake disasters are one of them. With the continuous progress of society and the development of national economy, people have higher and higher requirements for improving the ability of public buildings to resist earthquake disasters and reducing casualties and property losses in earthquakes. In the method of improving the seismic capacity of structures, buckling-restrained braces are efficient, economical, and high-tech new structural members that can combine load-bearing members and energy-dissipating shock-absorbing members. By taking restraint measures on ordinary steel supports, it can Compressive buckling is completely avoided, and the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021
Inventor 李阳彭勇张翼胡申林王兰敏
Owner CHENGDU NO 1 CONSTR
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