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Horizontal splicing method of built-in steel rib type shear wall

A shear wall and horizontal technology, applied to walls, building components, buildings, etc., can solve the problems of difficult control of precision, low construction efficiency, poor quality assurance, etc., achieve convenient and simple structure processing, improve construction efficiency, and low cost Effect

Inactive Publication Date: 2018-05-08
ZHEJIANG GREEN BUILDING INTEGRATION TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The steel-reinforced composite shear wall is fundamentally different from the traditional reinforced concrete shear wall in the form of stress. Compared with the steel bar lap joint, the steel-reinforced composite has a complex process, poor quality assurance, difficult to control precision, low construction efficiency, and high cost.

Method used

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  • Horizontal splicing method of built-in steel rib type shear wall
  • Horizontal splicing method of built-in steel rib type shear wall
  • Horizontal splicing method of built-in steel rib type shear wall

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0028] In this embodiment, a horizontal splicing method for embedded steel frame shear walls combines figure 1 with Figure 4 , Figure 5 , the combined wall includes an upper wall 1, a lower wall 6 and a middle web, the upper wall 1 and the lower wall 6 are provided with middle plates and ribs, and the ribs are arranged in multiples and installed on the middle plate; the middle The web is connected between the upper wall 1 and the lower wall 6, and is connected with the end ribs of the upper wall 1 and the end ribs of the lower wall 6 with angle steel, that is, the connection between the upper wall 1 and the lower wall is realized. After the horizontal docking of the wall body 6, the flat steel 5 is welded on the ribs of the docking part, and the concrete is cast in place, that is, the horizontal splicing of the embedded steel frame shear wall is completed.

[0029] In order to achieve more effects, the above scheme can also be added in the following way:

[0030] combine ...

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Abstract

The invention relates to a horizontal splicing method of a built-in steel rib type shear wall and belongs to the technical field of special wall construction of common buildings. The combined wall comprises an upper wall body, a lower wall body and a middle web. Middle plates and a plurality of rib strips are arranged in the upper wall body and the lower wall body correspondingly, and the multiplerib strips are mounted on the middle plates. The middle web is connected to the position between the upper wall body and the lower wall body, and positioned on an end rib strip of the connection endof the upper wall body and an end rib strip of the connection end of the lower wall body through angle iron correspondingly, in this way, after horizontal butting joint of the upper wall body and thelower wall body is achieved, flat steel is welded to the rib at the butting joint position, concrete is cast in place, and accordingly horizontal splicing of the built-in steel rib type shear wall iscompleted. The horizontal splicing method is applied to splicing of the built-in steel rib type shear wall, and has the advantages that the on-site assembly accuracy is high, errors are small, the splicing structural strength is high, the anti-shearing, anti-torque and anti-bending properties are good, and meanwhile, the anti-seismic property is good.

Description

technical field [0001] The application relates to a horizontal splicing method for embedded steel frame shear walls, which belongs to the technical field of special wall structures of general buildings. Background technique [0002] With the rapid development of my country's economy, society and urbanization, the construction industry is transforming and upgrading from traditional construction mode to industrial construction mode. Building industrialization is a construction mode that adopts factory production and assembly construction, which overcomes the disadvantages of traditional construction modes, effectively improves construction production efficiency, improves structural safety performance, saves energy and reduces emissions, improves resource utilization, and reduces construction costs. [0003] At present, the structural forms of shear walls in my country's residential industrialization are roughly divided into two categories: one is reinforced concrete shear wall...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/56
CPCE04B2/56
Inventor 徐国军蒋路宋生志杨宇焜
Owner ZHEJIANG GREEN BUILDING INTEGRATION TECH CO LTD
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