Prefabricated steel plate composite shear wall with plate buckles

A combination of shear wall and shear wall technology, applied in the direction of walls, building components, buildings, etc., can solve the problems that the assembly quality of vertical components is not easy to guarantee, restricts the promotion of steel structure houses, and is prone to problems in transportation and installation, and achieves The effect of simple construction, fast construction and superior mechanical performance

Pending Publication Date: 2018-07-24
GUANGDONG PROVINCIAL ACAD OF BUILDING RES GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Prefabricated buildings are mainly divided into prefabricated concrete structures and prefabricated steel structures. Prefabricated concrete structure shear wall buildings have flexible layout and can provide better indoor space. However, because the assembly quality of vertical components is not easy to guarantee, the integrity is relatively Poor pouring structure, transportation and installation are prone to problems and other current constraints, and the promotion and application are limited to a certain extent
The prefabricated steel structure has a high assembly rate, energy saving and environmental protection, but in view of the impact of cost and cost, most high-rise residential buildings in my country currently use reinforced concrete shear wall structures, and corrosion and fire prevention also restrict the promotion of steel structure residential buildings

Method used

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  • Prefabricated steel plate composite shear wall with plate buckles
  • Prefabricated steel plate composite shear wall with plate buckles
  • Prefabricated steel plate composite shear wall with plate buckles

Examples

Experimental program
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Effect test

Embodiment 1

[0041] The embodiment of the prefabricated steel plate combined shear wall of band buckle of the present invention is as follows Figure 1 to Figure 5 As shown, the shear wall includes a steel plate skeleton, and the steel plate skeleton includes a plurality of internode units arranged continuously, and each internode unit includes a pair of outer steel plates 1 arranged in parallel, and each outer steel plate 1 is arranged longitudinally along the steel plate. Plate buckle, the plate buckle is perpendicular to the outer steel plate 1, the buckle structure of the two outer steel plates 1 is the same and fastened to each other, the outer steel plate 1 forms a stable steel bone nodule through the fastening of the plate buckle, and the adjacent internode units pass through their respective The outer steel plates 1 are welded together, and the exposed parts of the welded multiple internode units are also welded with sealing plates 3, so that the steel plate skeleton becomes a close...

Embodiment 2

[0048] The second embodiment of the prefabricated steel plate combined shear wall with plate buckle of the present invention is as Figure 6 As shown, the difference from Embodiment 1 is that the shear wall is an L-shaped wall, the sealing plate 3 is located at the end of the wall and at the corner of the wall, and the sealing plate 3 and the outer steel plate 1 are connected by equal-strength groove welding.

Embodiment 3

[0050] The third example of the embodiment of the prefabricated steel plate combined shear wall with plate buckle of the present invention Figure 7 As shown, the difference from the first embodiment is that the shear wall is a T-shaped wall, the sealing plate 3 is located at the wall end and the corner of the wall, and the sealing plate 3 and the outer steel plate 1 are connected by equal-strength groove welding.

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Abstract

The invention discloses a prefabricated steel plate composite shear wall with plate buckles. The prefabricated steel plate composite shear wall comprises a steel plate framework, wherein the steel plate framework comprises multiple continuous internode units; each internode unit comprises a pair of outer side steel plates in parallel; each outer side steel plate is provided with a plate buckle along the longitudinal direction of the steel plate; the buckle plate is vertical to the outer side steel plate; the plate buckles of the two outer side steel plates have the same structure and are fastened with each other; the outer side steel plates form a stable steel rib node through the fastening of the plate buckles; adjacent internode units are welded through respective outer side steel plates; sealing plates are also welded at the exposed parts of the welded internode units, so that the steel plate framework becomes a closed structure with an inner cavity; concrete is poured in the innercavity; the concrete can flow in the areas of the internode units when being poured; the poured concrete forms the whole composite shear wall. The shear wall has the advantages of economical steel consumption, easiness in production and quickness in construction, and can give full play to the advantages of concrete and steel structure.

Description

technical field [0001] The invention belongs to a prefabricated combined structure system in civil engineering, specifically a prefabricated steel plate combined shear wall with buckles, the combined form can be used in common high-rise buildings, especially suitable for prefabricated houses and apartments . Background technique [0002] Traditional housing construction technology has low production efficiency, slow construction speed, long construction period, high material consumption and high labor intensity. These series of conditions can no longer meet the rigid demand for housing in modern society. The prefabricated building has the following characteristics: ①The design is diversified and can be designed according to the housing requirements; ②The function is modernized, and a variety of new materials such as energy saving and environmental protection can be used; ③Manufacturing is factory-based, which can make the building components and accessories uniform and facto...

Claims

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Application Information

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IPC IPC(8): E04B2/86
CPCE04B2/8629
Inventor 曹大燕杨仕超徐其功陈林李俞谕苍久山刘翔何文辉刘春艳李昂朱梓健徐翩翩
Owner GUANGDONG PROVINCIAL ACAD OF BUILDING RES GRP CO LTD
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