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S-shaped soft steel energy dissipation shock absorber used for shape steel concrete composite shear wall

A combined shear wall and concrete technology, applied in building types, building components, earthquake resistance, etc., can solve the problems of difficult post-earthquake repair work, shedding of concrete at the foot of the wall, damage to the bottom area of ​​the shear wall, etc., to improve ductility and consumption. performance effect

Active Publication Date: 2017-02-01
西安建筑科大工程技术有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the shear wall structure in the actual project is under the action of the earthquake, and the bottom area of ​​the shear wall is seriously damaged. Although the shear wall structure will not collapse as a whole, it is difficult to carry out post-earthquake repair work, which affects people's normal production and life.
[0003] The failure mode of the shear wall under the combined action of earthquakes is mainly bending failure and shear failure. Ordinary reinforced concrete shear walls are prone to shear failure, the concrete at the foot of the wall falls off, and the horizontal shear cracks at the bottom of the wall may penetrate. It is irreparable and cannot be used continuously, and can only be discarded. At the same time, when the shear wall is bent and damaged, it is mainly concentrated on the sides and roots of the wall, that is, the damage to the wall toe is the most serious. Therefore, it is urgent to develop an effective protection against shear walls. Dampers damaged by earthquakes

Method used

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  • S-shaped soft steel energy dissipation shock absorber used for shape steel concrete composite shear wall
  • S-shaped soft steel energy dissipation shock absorber used for shape steel concrete composite shear wall
  • S-shaped soft steel energy dissipation shock absorber used for shape steel concrete composite shear wall

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Embodiment Construction

[0023] The present invention is described in further detail below in conjunction with accompanying drawing:

[0024] refer to figure 1 , the S-type mild steel energy dissipation damper for steel-concrete composite shear walls according to the present invention comprises the first I-beam 11, the first connecting plate 21, the mild steel rod 3, the first I-beam distributed sequentially from top to bottom Two connecting plates 22 and the second I-beam 12; the upper surface of the first connecting plate 21 is connected with the flange of the first I-beam 11 bottom, and the lower surface of the second connecting plate 22 is connected with the second I-beam 12 top The flanges of the steel bar 3 are connected to each other, the upper part of the mild steel rod 3 is engaged with the lower surface of the first connecting plate 21, and the lower part of the mild steel rod 3 is engaged with the upper surface of the second connecting plate 22.

[0025] The top of the mild steel rod 3 is ...

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Abstract

The invention discloses an S-shaped soft steel energy dissipation shock absorber used for a shape steel concrete composite shear wall. The S-shaped soft steel energy dissipation shock absorber comprises a first I-beam, a first connecting plate, soft steel rods, a second connecting plate and a second I-beam. The upper surface of the first connecting plate is connected with a flange at the lower portion of the first I-beam; the lower surface of the second connecting plate is connected with a flange of the upper portion of the second I-beam; the upper portions of the soft steel rods are connected with the lower surface of the first connecting plate in a clamped mode; and the lower portions of the soft steel rods are connected with the upper surface of the second connecting plate in a clamped mode. The shock absorber can effectively protect the shear wall against earthquake damage.

Description

technical field [0001] The invention belongs to the field of anti-seismic technology of steel and concrete combined structures, and relates to an S-shaped soft steel energy dissipation damper used for steel-concrete combined shear walls. Background technique [0002] At present, the shear wall structure in the actual project is under the action of the earthquake, and the bottom area of ​​the shear wall is seriously damaged. Although the shear wall structure will not collapse as a whole, it is difficult to carry out post-earthquake repair work, which affects people's normal production and life. . [0003] The failure mode of the shear wall under the combined action of earthquakes is mainly bending failure and shear failure. Ordinary reinforced concrete shear walls are prone to shear failure, the concrete at the foot of the wall falls off, and the horizontal shear cracks at the bottom of the wall may penetrate. It is irreparable and cannot be used continuously, and can only b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04B1/98E04H9/021
Inventor 王威李艳超高敬宇张龙旭李元刚
Owner 西安建筑科大工程技术有限公司
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