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An energy-dissipating joint-limb anti-seismic wall of a composite connecting beam with reinforced grouting-hole blocks and its manufacturing method

A technology for anti-seismic walls and blocks, which is applied in the direction of walls, anti-seismic, building components, etc., can solve the problems of poor anti-seismic ability and poor integrity, and achieve the effect of improving anti-seismic performance, improving integrity, and simple structure

Inactive Publication Date: 2017-09-15
ANHUI XINHUA UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a kind of anti-seismic wall with reinforced grouting hole block compound coupling beam energy dissipation type combined limbs which can be used in village multi-storey buildings with the advantages of simple structure, convenient construction and good seismic performance, effectively solving the problem of multi-storey buildings in villages and towns. Poor building integrity, poor earthquake resistance, sudden and thorough earthquake damage, etc.

Method used

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  • An energy-dissipating joint-limb anti-seismic wall of a composite connecting beam with reinforced grouting-hole blocks and its manufacturing method
  • An energy-dissipating joint-limb anti-seismic wall of a composite connecting beam with reinforced grouting-hole blocks and its manufacturing method
  • An energy-dissipating joint-limb anti-seismic wall of a composite connecting beam with reinforced grouting-hole blocks and its manufacturing method

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Embodiment Construction

[0035] Principle of the present invention, benefit and specific implementation will be further described below in conjunction with accompanying drawing:

[0036] Such as Figure 1-4 Shown: a compound coupling beam energy-dissipating anti-seismic wall with reinforced and perforated blocks, including block walls 2, coupling beams 3, mild steel dampers 4, single-reinforced core columns 5, structural core columns 6, Horizontal tie bar 7;

[0037] The single-reinforced core column 5 is distributed in the constrained masonry wall beam 12 and the constrained masonry wall pier 13; the horizontal tie bars 7 are distributed in the constrained masonry wall beam 12 and the constrained masonry wall pier 13; The block wall 2 is made of lightweight blocks 8;

[0038] The constrained masonry wall limbs 13 are located at both ends of the joint seismic wall, and are composed of block walls 2, single-reinforced core columns 5, structural core columns 6, and horizontal tie bars 7; the constrain...

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Abstract

The invention belongs to the field of anti-seismic technology of building structures, and particularly relates to a load-bearing wall of multi-storey buildings in villages and towns that adopts a composite coupling beam energy-dissipating type anti-seismic wall with reinforced grouting blocks and a manufacturing method; including block walls, coupling beams, Mild steel damper, single tendon core column, structural core column, horizontal tie bars. The present invention forms an effective constraint on the block wall through the joint action of the core column and the horizontal tie bar, which improves the integrity and seismic performance of the wall body; Composite connecting beams, and mild steel dampers are installed at the connecting parts of the connecting beams and the wall, forming multiple lines of defense for energy dissipation and anti-seismic of the combined limb seismic wall, which enhances the ductility and energy dissipation capacity of the wall.

Description

technical field [0001] The invention belongs to the field of anti-seismic technology of building structures, in particular to a load-bearing wall of multi-storey buildings in villages and towns, which adopts a composite joint beam energy dissipation type anti-seismic wall with reinforced grouting blocks and a manufacturing method thereof. Background technique [0002] In recent years, most of the major earthquakes occurred in rural areas, such as the Wenchuan Earthquake in 2008, the Yushu Earthquake in 2010, the Lushan Earthquake in 2013, the Zhangxian Earthquake in Min County in 2013, and the Ludian Earthquake in 2014, which caused serious casualties and Economic losses. What deserves special attention is that most of my country's seismic belts are currently in an active period, and destructive earthquakes are gradually showing a trend of high frequency and frequent occurrence. According to the survey, masonry structures account for more than 60% of the structural forms of...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/02E04B1/98E04G21/00E04B2/00
Inventor 吴韬王浩何小雨刘洋黄奶清李海霞蒋庆蒋敏蒋亚琼王艳华王娅蓉房宇晴方本强曹路
Owner ANHUI XINHUA UNIV
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