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Combination constraint anti-buckling energy dissipation support

An anti-buckling energy consumption and anti-buckling technology, which is applied in the direction of earthquake resistance and building components, can solve problems such as loss of restraint and anti-buckling effects, and reduced energy consumption capacity, and achieve strong energy consumption capacity, improved energy consumption capacity, and good earthquake resistance performance effect

Inactive Publication Date: 2013-02-06
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, some restrained concrete with anti-buckling energy-dissipating braces is easily crushed and loses its restraint and anti-buckling effects, resulting in a significant reduction in its energy dissipation capacity.

Method used

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  • Combination constraint anti-buckling energy dissipation support
  • Combination constraint anti-buckling energy dissipation support
  • Combination constraint anti-buckling energy dissipation support

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0018] Embodiment 1: as Figure 1-3 As shown, the combined constrained buckling-resistant energy-dissipating support of the present invention includes an outer constrained steel pipe 1, an energy-dissipating I-beam 2, a reinforced steel plate 3, a buckling-resistant thin-walled isolation channel steel 5, a buckling-resistant thin-walled isolated and restrained square steel pipe 6, Constraining concrete 7 and end plate 8, the outer constrained steel pipe 1 is a square pipe with a square cross section, and two anti-buckling thin-walled isolation channel steels 5 are placed in the buckling-resistant thin-walled isolated and constrained square steel pipe In 6, an I-shaped area and two square areas are formed; the energy-dissipating I-shaped steel 2 is set in the I-shaped area, and the restrained concrete 7 is set in the other two square areas; the outer restrained steel pipe 1 is isolated from the buckling-resistant thin-walled and restrained square steel pipe 6 Confinement concre...

Embodiment 2

[0020] Such as figure 1 , Figure 4 , Figure 5 As shown, the outer constrained steel pipe 1 is a circular pipe with a circular cross section, and the rest are the same as in Embodiment 1.

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PUM

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Abstract

The invention relates to a combination constraint anti-buckling energy dissipation support. The combination constraint anti-buckling energy dissipation support comprises an outer constraint steel tube, energy dissipation I-shaped steel, a reinforcing steel plate, anti-buckling thin-walled isolation channel steel, an anti-buckling thin-walled isolation and constraint square steel tube, constraint concrete and end plates, wherein two blocks of the anti-buckling thin-walled isolation channel steel are arranged in the anti-buckling thin-walled isolation and constraint square steel tube for forming an I-shaped area and two square areas; the energy dissipation I-shaped steel is arranged in the I-shaped area, and the constraint concrete is arranged in the other two square areas; and the constraint concrete is arranged between the outer constraint steel tube and the anti-buckling thin-walled isolation and constraint square steel tube. The combination constraint anti-buckling energy dissipation support disclosed by the invention has the effects and the advantages that an effective isolation way is adopted, the constraint concrete can be prevented from being damaged, and the energy dissipation capability can be significantly upgraded. The combination constraint anti-buckling energy dissipation support has the advantages of strong energy dissipation capability, simplicity in processing, convenience in mounting and the like, and can enable the structure to have good anti-seismic performance, ductility and hysteresis energy dissipation capability.

Description

technical field [0001] The invention relates to an energy-dissipating support of a building structure, in particular to a combined constraint anti-buckling energy-dissipating support for building structure vibration control. Background technique [0002] Earthquake disasters are sudden and devastating, which seriously threaten the safety of human life and property. Nearly a thousand destructive earthquakes occur every year in the world, and a major earthquake can cause hundreds of billions of dollars in economic losses, resulting in hundreds of thousands of deaths or serious injuries. my country is located in the two most active seismic belts in the world, and is one of the countries that suffered the most serious earthquake disasters. The casualties caused by the earthquake rank first in the world, and the economic loss is also very huge. The massive destruction and collapse of buildings in earthquakes is the direct cause of earthquake disasters. When an earthquake occurs...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98
Inventor 张延年
Owner SHENYANG JIANZHU UNIVERSITY