Multi-defensive line anti-seismic self-restoration assembly type frame-swinging wall energy consumption structure

A frame structure and rocking wall technology, applied in the direction of earthquake resistance, building components, building structures, etc., can solve problems such as large residual deformation, vibration deformation, and large peak value of horizontal displacement, so as to solve the problem of excessive peak value of horizontal displacement and improve overall consumption The effect of ability

Inactive Publication Date: 2017-06-30
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The main purpose of the present invention is to address the above problems and provide a multi-line anti-seismic self-resetting assembled frame-swing wall energy-dissipating structure to solve the problem of concentrated building damage and excessive peak value of the horizontal displacement of the frame-swing wall structure in the prior art , Excessive residual deformation, vibration deformation

Method used

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  • Multi-defensive line anti-seismic self-restoration assembly type frame-swinging wall energy consumption structure
  • Multi-defensive line anti-seismic self-restoration assembly type frame-swinging wall energy consumption structure
  • Multi-defensive line anti-seismic self-restoration assembly type frame-swinging wall energy consumption structure

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Effect test

Embodiment 1

[0029] The frame-swing wall energy dissipation structure of the present invention includes three anti-seismic defense lines, which will be further described below in conjunction with the accompanying drawings.

[0030] like figure 1 As shown, a multi-line anti-seismic self-resetting assembled frame-swing wall energy dissipation structure includes a frame structure 1 and a swing wall 2, the frame structure and the swing wall are hinged, and a corner displacement damper 5 is set at the hinge, and the swing wall The bottom of the wall is hinged to the foundation, prestressed tendons 4 are arranged on both sides of the swing wall, and several controllable plastic hinge nodes 3 are arranged on the frame structure;

[0031] A corner displacement damper is provided at the hinge of the swing wall and the frame structure. The swing wall and the corner displacement damper can provide lateral support for the frame structure to ensure the overall energy consumption of the frame structure....

Embodiment 2

[0041] In this embodiment, one end of the prestressed tendon is fixed to the foundation, and the other end is anchored to the middle of the swing wall, and the rest are the same as in Embodiment 1.

Embodiment 3

[0043] In this embodiment, one end of the prestressed tendon is fixed to the foundation, and the other end is anchored to the bottom layer of the swing wall, and the rest are the same as in Embodiment 1.

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Abstract

The invention relates to the field of building structures and discloses a multi-defensive line anti-seismic self-restoration assembly type frame-swinging wall energy consumption structure which comprises frame structure bodies and swinging wall structure bodies. The frame structure bodies are hinged to swinging wall bodies. The bottoms of the swinging wall bodies are hinged to a foundation. The frame structure bodies are provided with a plurality of controllable plastic hinge joints which comprise column end short beam sections connected with concrete columns in a pouring mode and main beam built-in fittings connected with a main beam in a pouring mode. The ends of the column end short beam sections are spherical grooves, ant the ends of the main beam built-in fittings are universal balls which are matched with the spherical grooves to enable the main beam built-in fittings and the column end short beam sections to be connected in a hinged mode. The two sides of the swinging wall bodies are provided with pre-stressed ribs. One ends of the pre-stressed ribs are fixedly connected to the foundation, and the other ends of the pre-stressed ribs are anchored to swinging walls. According to the multi-defensive line anti-seismic self-restoration assembly type frame-swinging wall energy consumption structure, the problems that existing buildings are centralized in damage, and frame-swinging wall structures are overlarge in horizontal displacement peak and residual deformation and deform due to vibration are effectively solved through three defensive lines.

Description

technical field [0001] The invention relates to the field of building construction, in particular to a multi-line anti-seismic self-resetting assembled frame-swing wall energy-dissipating structure. Background technique [0002] The frame-swing wall structure is a new kind of earthquake-proof and disaster-reducing structural system in China. Many scholars have shown that the deformation between the layers of the frame-swaying wall structure is basically the same, and the structural damage tends to be uniform, which significantly improves the damage caused by the excessive concentration of building damage. It is easier to achieve the design criteria of "strong column weak beam" and "strong shear weak bending", which improves the seismic performance of the structure. [0003] However, the frame-swing wall structure system relaxes the constraints between the wall and the foundation and the frame, making the overall horizontal deformation peak and residual deformation of the str...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/343E04B1/344E04B1/98E04H9/02
CPCE04B1/343E04B1/34326E04B1/3441E04H9/023E04H9/025
Inventor 张纪刚郑永征马哲昊梁海志张春巍付为颜磊
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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