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Masonry structure-based isolated structure

A masonry and seismic isolation technology, applied in the direction of earthquake resistance, building components, etc., can solve the problems of high technical requirements, high cost, complex structure, etc., and achieve the effect of low cost, reasonable structure and reduced deformation.

Inactive Publication Date: 2012-05-30
HUNAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although our country already has many seismic isolation measures, these measures are either too expensive, or have complex structures and high technical requirements.

Method used

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  • Masonry structure-based isolated structure
  • Masonry structure-based isolated structure
  • Masonry structure-based isolated structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] See attached figure 1 , 3 , a seismic isolation structure based on a masonry building in the present invention is composed of block layers 3 and seismic isolation layers 4 arranged alternately in the vertical direction, and the block layer 3 includes an upper reinforcement mortar layer 1, blocks 5 and lower The reinforced mortar layer 2 is provided with a seismic isolation layer 4 between two adjacent block layers 3; the upper reinforced mortar layer 1 and the lower reinforced mortar layer 2 are equipped with longitudinal steel bars 7 and transverse steel bars 8 The horizontal reinforcement mesh sheet formed by binding; the upper and lower surfaces of the shock-isolation layer 4 are provided with textures bonded to the upper reinforcement mortar layer 1 and the lower reinforcement mortar layer 2; the mortar used in the block layer 3 has Composite mortar with higher strength and bonding performance; the shock-absorbing layer 4 is made of rubber.

[0026] In this embod...

Embodiment 2

[0028] See attached figure 1 , 4 Another embodiment of the seismic isolation structure based on masonry building in the present invention is that the seismic isolation structure based on masonry building is installed on the cap beam 11 of the pile foundation 12 .

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Abstract

The invention provides a masonry structure-based isolated structure, which comprises a building blocks layer and an isolated layer in vertical alternating arrangement, wherein the building block layer comprises an upper reinforcement mortar layer, building blocks, and a lower reinforcement mortar layer; and the isolated layer is located between the adjacent two building block layers. The whole isolated structure is arranged between a foundation top surface and the superstructure, thus, the structure can bear most of deformation of the whole building under the action of earthquake so as to ensure safety and reliability of the superstructure. The building block layer only generates horizontal rigid motion at the time of suffering the earthquake; and the isolated layer arranged between a foundation top surface and the superstructure generates horizontal shearing deformation, which restrains the horizontal motion of the building block layer, thereby having isolating function and limit effect. The invention has the advantages of reasonable structure, simple construction and lower cost of construction, can effectively improve shock absorption and disaster prevention capacity of brickworking houses, obviously improves the isolated capacity of the brickworking houses based on the non-change traditional construction method and particularly is applied by being matched with brickworking buildings.

Description

technical field [0001] The invention discloses a shock-isolation structure, in particular to a shock-isolation structure based on a masonry building; it belongs to the technical field of building structures. Background technique [0002] In recent years, several major earthquakes in my country have occurred in rural areas or towns. Most of the houses in these areas are masonry buildings, which suffered a lot of damage in the earthquake. The lateral stiffness of masonry buildings is usually relatively large, and its basic period T is generally smaller than the characteristic period Tg of the site. Therefore, the earthquake loads that this kind of houses bear in earthquakes are often very large, such as figure 2 shown. Since the strength of masonry structures is generally low, structural damage is inevitable if necessary construction measures are not added. If these measures are increased, the cost of housing will inevitably be increased. Although our country already has m...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98
Inventor 杜运兴
Owner HUNAN UNIV
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