Novel assembled integral-type hollow shear wall structure

A shear wall, integral technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of self-heavy components, unsuitable quality assurance, and no material saving, so as to improve the building assembly rate and facilitate large-scale promotion. , The effect of reducing the amount of on-site work

Inactive Publication Date: 2015-07-08
倪文蛟
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The fully cast-in-place shear wall structure is currently the most widely used shear wall structure system in the market, but it is a waste of resources, energy, water, long construction period, unsuitable quality assurance, and faces the test of labor shortage, so it needs to be eliminated urgently;
[0004] The fully prefabricated shear wall structure is a kind of shear wall structure currently being tested in the market. The components are heavy, the factory production efficiency is low, and the on-site installation requires large-scale lifting equipment. It does not save materials, the cost is high, and it is not easy to promote;
[0005] The cast-in-place shear wall structure of the prefabricated exterior wall and the interior wall is between the cast-in-place structure and the fully prefabricated structure, but the assembly rate is low, and it is a kind of transitional shear wall structure form;

Method used

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  • Novel assembled integral-type hollow shear wall structure
  • Novel assembled integral-type hollow shear wall structure
  • Novel assembled integral-type hollow shear wall structure

Examples

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Embodiment Construction

[0038] exist figure 1 Among them, the side walls (1) on both sides and 6 longitudinal ribs (2) form 5 cavities (3). ; The thickness of the side wall (1) is 40 mm, the thickness of the longitudinal rib (2) is 50 mm, and the distance between the ribs is 250 mm; the transverse distribution rib (5) is double-layered, located in the center of the side wall (1), extending out from the side of the prefabricated wall panel to form a " U” shaped anchor bar.

[0039] exist figure 2 Among them, the horizontal "U"-shaped anchor bars on both sides of the wall panels are dislocated and extended to avoid the anchor bars of adjacent wall panels fighting during the installation process; the vertical steel bars (4) are double-layered, corresponding to the longitudinal ribs (2) On the inner side of the transverse steel bar, the top protrudes from the prefabricated wallboard to form a connecting steel bar, and the bottom is connected with the connecting sleeve (7) by wire; the upper part of th...

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PUM

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Abstract

The invention relates to a novel assembled integral-type reinforced concrete shear wall structure. The assembled integral-type reinforced concrete shear wall structure is characterized in that prefabricated square-hole hollow reinforced concrete shear wall slabs, cast-in-place edge components, cast-in-place walls and floor ring beams are configured into an organic combination body through special connection, thereby forming the equivalent cast-in-place assembled integral shear wall structure; the assembled integral-type reinforced concrete shear wall structure is suitable for multiple-layer, small high-rise and high-rise buildings. The assembled integral-type reinforced concrete shear wall structure has the beneficial effects that the anti-seismic property of the structure can reach and even exceed the cast-in-place shear wall structure; concrete materials are saved beyond 40% and the structure can be produced in an industrialization flow line; the assembling rate of the building is greatly improved, and thus the production amount on the site is reduced, the resources are saved extremely, the efficiency is increased, the cost is reduced and the environment is protected; the dead weight of the prefabricated wallboard is less than 1.5 tons, and hoisting demands can be met by the routine hoisting equipment; thus the novel assembled integral-type reinforced concrete shear wall structure is suitable to be popularized widely.

Description

Technical field [0001] The invention relates to an assembled integral reinforced concrete hollow shear wall structure system, which is characterized in that it uses prefabricated square hole hollow reinforced concrete shear wall panels and cast-in-place edge components, cast-in-place wall belts and interlayer cast-in-place ring beams through unique The connecting structure is organically combined into a whole to achieve the same effect as the cast-in-situ shear wall structure; the assembled integral hollow shear wall structure system is suitable for multi-storey, small high-rise and high-rise buildings. Background technique [0002] At present, the known shear wall structure systems include all cast-in-place shear wall structures, fully prefabricated shear wall structures, and prefabricated exterior wall interior wall cast-in-place shear wall structures; [0003] The fully cast-in-place shear wall structure is currently the most widely used shear wall structure system in the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/68
Inventor 倪文蛟
Owner 倪文蛟
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