Multi-cavity steel plate-concrete composite shear wall and assembling method thereof

A technology combining shear walls and assembly methods, which is applied in the direction of walls, building components, buildings, etc., can solve the problems that the panels on both sides of the wall cannot form enough operating space, the thickness of the wall is limited, and the process is complicated, etc., and the construction method is simple Effective, high-quality production, and broad application prospects

Inactive Publication Date: 2020-12-18
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Due to the limited thickness of the wall, there is not enough operating space between the panels on both sides of the wall, and workers cannot enter between the panels on both sid

Method used

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  • Multi-cavity steel plate-concrete composite shear wall and assembling method thereof
  • Multi-cavity steel plate-concrete composite shear wall and assembling method thereof
  • Multi-cavity steel plate-concrete composite shear wall and assembling method thereof

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specific Embodiment approach 1

[0037] Specific implementation mode one: combine figure 1 Describe this embodiment, a kind of multi-cavity steel plate-concrete composite shear wall described in this embodiment, it comprises two panels 1, two panels 1 are arranged relatively parallel, described multi-cavity steel plate-concrete composite shear wall also It includes a plurality of rib plate assemblies, the inner surfaces of the two panels 1 are connected by a plurality of said rib plate assemblies, and the multiple rib plate assemblies are arranged at equal intervals along the length direction of the panel 1 .

specific Embodiment approach 2

[0038] Specific implementation mode two: combination Figure 4 To illustrate this embodiment, each rib assembly described in this embodiment includes four double-angle steels 2, two rib flanges 3 and rib webs 4, and every two double-angle steels 2 are arranged oppositely, and are respectively installed on two The inner side wall of a panel 1, a notch is formed between two double angle steels 2, and the rib flange 3 is inserted into a corresponding notch, and the rib web 4 is located between the two rib flanges 3 and is connected with the rib flange 3. The rib flange 3 is welded.

[0039] Other components and connections are the same as those in the first embodiment.

specific Embodiment approach 3

[0040] Specific implementation mode three: combination figure 2 This embodiment will be described. The double-angle steel 2 in this embodiment is an "L"-shaped steel plate.

[0041] Other components are the same as those in the second embodiment in terms of connections.

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Abstract

The invention discloses a multi-cavity steel plate-concrete composite shear wall and an assembling method thereof, and relates to a multi-cavity steel plate. In order to overcome the defects in the prior art, the invention provides the multi-cavity steel plate-concrete composite shear wall which is simple in structure and convenient to construct and the assembling method thereof. The multi-cavitysteel plate-concrete composite shear wall comprises two panels, wherein the two panels are arranged in parallel. The multi-cavity steel plate-concrete composite shear wall further comprises a plurality of rib plate assemblies, wherein the inner side surfaces of the two panels are connected through the plurality of rib plate assemblies; and the plurality of rib plate assemblies are arranged at equal intervals in the length direction of the panels. The structure and the construction method thereof are simple and effective, can be used in the multi-cavity steel plate-concrete composite shear wall, and have relatively wide application prospects. The invention belongs to the technical field of structural engineering.

Description

technical field [0001] The invention relates to a multi-cavity steel plate, in particular to a multi-cavity steel plate-concrete composite shear wall and an assembly method thereof. The invention belongs to the technical field of structural engineering. Background technique [0002] With the rapid development of my country's economy, the height of building floors is getting higher and higher, especially the rapid development of super high-rise buildings. As the height of the building increases, the horizontal and vertical loads on the bottom wall of the structure increase. The multi-cavity steel plate-concrete composite shear wall is widely used in the bottom of super high-rise buildings due to its high bearing capacity and good ductility. in the shear wall. [0003] The composite shear wall with a large width-to-thickness ratio is prone to local buckling of the steel plate when it is stressed, which is not conducive to fully exerting the bearing capacity of the wall, and i...

Claims

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Application Information

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IPC IPC(8): E04B2/58E04B2/60E04B2/56
CPCE04B2/562E04B2/58E04B2/60
Inventor 张文元王柯丁玉坤陈勇
Owner HARBIN INST OF TECH
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