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Steel plate-concrete composite coupled shear wall structure

A steel plate concrete and shear wall technology, applied to walls, building components, building structures, etc., can solve problems such as poor bearing capacity, achieve the effects of overcoming poor bearing capacity and energy dissipation capacity, and enhancing seismic performance and constructability

Inactive Publication Date: 2018-11-27
XIAN UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a steel plate concrete composite combined shear wall structure, which solves the problem of poor bearing capacity of the traditional reinforced concrete combined shear wall structure

Method used

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  • Steel plate-concrete composite coupled shear wall structure
  • Steel plate-concrete composite coupled shear wall structure
  • Steel plate-concrete composite coupled shear wall structure

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Embodiment Construction

[0018] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0019] A steel plate concrete combined limb shear wall structure of the present invention, such as figure 1 , figure 2 As shown, it includes a strip-shaped first steel plate 4, a reinforcement skeleton arranged around the first steel plate 4, a pair of side surfaces of the first steel plate 4 are respectively connected with a steel skeleton in the composite wall, and the steel skeleton and the steel skeleton in the composite wall Concrete is also arranged on the outside of the skeleton; the reinforced skeleton includes waist bars 5 respectively arranged on the outer sides of the two surfaces of the first steel plate 4, longitudinal steel bars 1 respectively arranged on the outer sides of the two surfaces of the first steel plate 4, and the waist bars 5 on each side are located on two sides. In the middle of a longitudinal steel bar 1, and t...

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Abstract

The invention discloses a steel plate concrete composite joint-limb shear wall structure, comprising a long first steel plate, a reinforcing steel skeleton arranged around the first steel plate, a pair of sides of the first steel plate are respectively connected with the steel skeleton inside the composite wall, and concrete is arranged outside the reinforcing steel skeleton and the steel skeletoninside the composite wall; the steel skeleton is connected with the steel skeleton inside the composite wall. The invention discloses a steel plate concrete composite joint-limb shear wall structure,which comprises a shear wall and a connecting beam, wherein steel plates are arranged in the shear wall and the connecting beam; A concealed steel column is added in the wall limb, and the concealedbeam and the second steel plate in the shear wall are welded to form a skeleton; The first steel plate in the coupling beam is bolted to the concealed steel column in the wall limb, which overcomes the shortcomings of the traditional reinforced concrete coupled shear wall that the bearing capacity and energy dissipation capacity are poor, and enhances the seismic performance and constructability of the coupled shear wall.

Description

technical field [0001] The invention belongs to the technical field of building structures, and in particular relates to a steel plate concrete composite combined limb shear wall structure. Background technique [0002] As the height of the building structure increases, the problem of lateral force resistance becomes the key to the structural design. Due to the limited lateral stiffness of the frame structure, large lateral deformation, serious non-structural damage under the action of horizontal earthquake force, and complex secondary internal forces of the structure, it is generally not suitable for structures with large heights. The analysis of structural damage in earthquake disasters in the past 30 years shows that the shear wall system can resist earthquake action more effectively than the frame structure system. [0003] The bottom of shear walls in high-rise buildings in medium and high intensity areas in my country often needs to bear huge vertical loads, shear for...

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Application Information

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IPC IPC(8): E04B2/58E04B1/98E04H9/02
Inventor 田建勃王游春简政李慎郭宏超
Owner XIAN UNIV OF TECH