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Factory-prefabricated steel concrete superposed shear wall field installation vertical connecting device

A technology of superimposed shear walls and on-site installation, applied to walls, building components, building insulation materials, etc., can solve problems such as fire prevention, poor anti-corrosion performance, poor anti-deformation performance of shear walls, and cumbersome construction process, etc., to achieve The effect of high connection strength, improved anti-deformation performance, and simple construction process

Inactive Publication Date: 2018-09-07
HENAN LYUJIAN BUILDING TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The existing prefabricated buildings have the following technical problems during on-site installation: 1. Poor fire protection and anti-corrosion performance, and poor deformation resistance of the assembled shear wall; The construction process of the force wall is cumbersome when it is docked, and the connected components are exposed outside, which is not only unsightly, but also has low structural strength

Method used

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  • Factory-prefabricated steel concrete superposed shear wall field installation vertical connecting device
  • Factory-prefabricated steel concrete superposed shear wall field installation vertical connecting device
  • Factory-prefabricated steel concrete superposed shear wall field installation vertical connecting device

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Experimental program
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Effect test

Embodiment 1

[0023] Embodiment one: if Figure 1-Figure 3 As shown, the factory prefabricated steel-concrete laminated shear wall of the present invention is equipped with a vertical connection device on site, including a first connecting plate 8, a second connecting plate 9 and a telescopic adjustable diagonal brace 10;

[0024] The steel-concrete laminated shear wall is a ─-type, ├-type, ┘-type, ┼-type or □-type shear wall formed by connecting steel-concrete composite pipes 11 with a rectangular cross-section; the steel-concrete composite pipe 11 includes folding A rectangular cylindrical structural steel plate 1 is bent, and the two long sides of the steel-concrete composite pipe 11 in a rectangular structure are the inner and outer sides of the rectangular cylindrical structural steel plate 1 respectively, and the steel-concrete composite pipe 11 in a rectangular structure The two short sides are respectively the left side and the right side of the rectangular tubular structural steel ...

Embodiment 2

[0035] Embodiment two: if Figure 4 As shown, the difference between this embodiment and Embodiment 1 is that the rectangular cylindrical structural steel plate 1 is formed by bending and welding a profiled steel plate, and the cross-section of the profiled steel plate is triangular, trapezoidal, arc-shaped, wavy or folded. Linear.

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Abstract

The invention discloses a factory-prefabricated steel concrete superposed shear wall field installation vertical connecting device which comprises a first connecting plate, a second connecting plate and a telescopic adjustable inclined supporting rod. Steel concrete superposed shear walls are connected by steel concrete superposed pipes with cross sections being of a rectangular structure and thenform shearing-proof wall bodies in a linear shape, a half-H shape, a reversed-L shape, a cross shape or a square shape. When two vertically adjacent steel concrete superposed shear walls are connected, the upper layer steel concrete superposed pipes are correspondingly arranged on the lower layer steel concrete superposed pipes. The telescopic adjustable inclined supporting rod is obliquely arranged, and the upper end and the lower end of the telescopic adjustable inclined supporting rod are correspondingly hinged to the outer sides of the upper layer steel concrete superposed pipes and ground of each floor. The plasticity and tenacity of the structure of an integral steel concrete superposed shear wall are greatly improved, anti-deformation capacity compression strength of the shear walls are greatly improved, components for vertical connecting are wrapped in the concrete, so that the connecting device is attractive, has high connection strength, and high stability, and is not liableto be misplaced.

Description

technical field [0001] The invention belongs to the technical field of structural engineering, and in particular relates to a vertical connection device for on-site installation of a factory prefabricated steel-concrete laminated shear wall. Background technique [0002] The components of the prefabricated building can be industrialized in the factory. The components are equivalent to standard products, and they can be installed directly on site. field, especially the incomparable superiority; the components are standardized in the factory, the quality is more guaranteed than the on-site production, and can be effectively controlled. The high-standard mechanization of the components reduces the number of on-site personnel. Both cost and safe production are helpful. [0003] The existing prefabricated buildings have the following technical problems during on-site installation: 1. Poor fire protection and anti-corrosion performance, and poor deformation resistance of the asse...

Claims

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Application Information

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IPC IPC(8): E04G21/16E04B1/94E04B1/64E04B2/56
CPCE04G21/16E04B1/642E04B1/94E04B2/56
Inventor 何启贤何博奥侯来金杨梦遥师国良
Owner HENAN LYUJIAN BUILDING TECH CO LTD
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