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Self-recovery concrete shear wall with high-strength reinforcing bar

A concrete shear wall, high-strength technology, applied in the direction of walls, building components, building types, etc., to achieve the effect of delaying deterioration, reducing residual deformation, and improving lateral stiffness

Inactive Publication Date: 2009-11-11
TSINGHUA UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in the research of the existing seismic design methods based on the performance framework, more attention is paid to the maximum deformation of the structure and the control of the residual deformation of the structure after the earthquake is neglected.

Method used

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  • Self-recovery concrete shear wall with high-strength reinforcing bar
  • Self-recovery concrete shear wall with high-strength reinforcing bar
  • Self-recovery concrete shear wall with high-strength reinforcing bar

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Embodiment Construction

[0015] The concrete shear wall proposed by the present invention is to replace part of the longitudinal bars of the end edge members with high-strength bars on the basis of ordinary reinforced concrete shear walls; or to replace some of the longitudinal bars of the end edge members and the middle part of the wall The vertical distribution bars are replaced with high-strength bars.

[0016] The high-strength bars of the present invention include steel bars, steel wires, high-strength steel strands and fiber reinforced composite (FRP) bars with a yield strength above 500 MPa.

[0017] The high-strength rib of the present invention and the concrete may be bonded together or not.

[0018] The high-strength bars and vertical bars of the present invention can be scattered around the edge member, or can be centrally arranged on the edge member.

[0019] In the construction process, the construction process of the concrete shear wall with high-strength reinforcement is basically the ...

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Abstract

A self-recovery concrete shear wall with high-strength reinforcing bar belongs to the technical field of reinforced concrete shear wall and is characterized in that the shear wall comprises a longitudinal bar at the end edge component, a longitudinal bar distributed in the middle part of the wall vertically, a horizontally distributed bar and a concrete, wherein part of the reinforcing bar in the longitudinal bar of the wall edge component is replaced by a high-strength reinforcing bar; alternatively, part of the reinforcing bar in the longitudinal bar of the end edge component and part of the reinforcing bar distributed in the middle part of the wall vertically are replaced by the high-strength reinforcing bar simultaneously. The high-strength reinforcing bar comprises the longitudinal bar with the yield strength more than 500MPa such as rebar, steel wire, high-strength steel strand and fiber-reinforced composite (FRP); the high-strength reinforcing bar can be dispersed at the circumference of the edge component or arranged in the edge component in a concentration way. The self-recovery concrete shear wall can improve the antiroll stiffness of the shear wall, postpone the degradation of the antiroll stiffness, lead the structure to have the self-recovery capability and reduce the structural residual deformation after earthquake.

Description

Field of Invention [0001] A self-resettable concrete shear wall equipped with high-strength bars belongs to the technical field of reinforced concrete shear walls. Background technique [0002] At present, the seismic design methods of structures in various countries mostly adopt the fortification criteria of "no damage in small earthquakes, repairable in moderate earthquakes, and no collapse in large earthquakes", allowing inelastic deformation of structures under moderate and large earthquakes. Buildings designed and constructed accordingly ensure the safety of people's lives. With the development of social economy, life safety is the goal of seismic fortification, which can no longer meet the needs of today's seismic fortification and social life. [0003] In the early 1990s, American scholars took the lead in proposing displacement-based seismic design theory, the core idea of ​​which is to control the structural displacement and the level of interstory displacement as a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/84E04H9/02
Inventor 冯鹏叶列平初明进
Owner TSINGHUA UNIV
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