Clamping groove type shear wall horizontally-connecting structure and manufacture method and construction method thereof

A horizontal connection and slot-type technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of cumbersome construction process and difficult to guarantee construction quality, meet the requirements of personnel and environment, and facilitate mass production and transportation. Easy to store and operate

Pending Publication Date: 2018-07-20
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The horizontal connection of the existing shear walls is mainly connected by cast-in-place reinforced c

Method used

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Example Embodiment

[0054] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of the present invention.

[0055] It should be noted that all the directional indications (such as up, down, left, right, front, back...) in the embodiments of the present invention are only used to explain the difference between components in a specific posture (as shown in the accompanying drawings). If the relative positional relationship, movement situation, etc. change, the directional indication will change accordingly.

[0056] according to Figure 1 ~ Figure 2

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Abstract

The invention discloses a clamping groove type shear wall horizontally-connecting structure and a manufacture method and a construction method thereof. The horizontally-connecting structure comprisesprefabricated shear walls arranged vertically, and clamping groove type connecting pieces are arranged on the two end faces in the horizontal direction of the prefabricated shear walls. The clamping groove type connecting pieces comprise strip-shaped steel plates, a plurality of connecting box iron are fixedly arranged on the end faces, facing the externals of the prefabricated shear walls, of thestrip-shaped steel plates, clamping grooves are formed in the connecting box iron, the prefabricated shear walls are of a concrete structure, and the interior of the concrete structure is of a reinforcement skeleton structure. All components are regular is shape, and mass production and transportation and storage are convenient; when static load and small earthquakes occur, the horizontal deformation of the prefabricated shear walls is small, the shearing force between the two prefabricated shear walls are borne by grouting materials, the connecting box iron and clamping groove connecting piece units, and a seismic fortification goal of ''not being damaged in small earthquakes'' is better realized; and when major earthquakes occur, the horizontal deformation of the prefabricated shear walls is large, the shearing force between the two prefabricated shear walls is transmitted by the connecting box iron and the clamping groove connecting piece units, and the a seismic fortification goalof ''not falling in major earthquakes'' is better realized.

Description

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Claims

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Application Information

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Owner SHENYANG JIANZHU UNIVERSITY
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