Fully prefabricated concrete plate cap component and construction method thereof

A technology of prefabricated concrete slabs and construction methods, which is applied in the direction of building components, floor slabs, structural elements, etc., can solve the problems of limited application of prefabricated beam components, single type of prefabricated components, and inability to prefabricate beams and slabs and construct them at the same time, so as to save The effect of disassembly and assembly time, improvement of production efficiency, and reduction of construction cost

Inactive Publication Date: 2021-06-25
QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The invention provides a fully prefabricated concrete slab cap member and its construction method. As a new type of member, it is a member that can form a surrounding integral folded plate, thereby canceling the construction of conventional beams, and adopting a similar beam that is prefabricated integrally with the prefabricated floor slab The folded plate replaces the beam component, which can fully solve the problem that the type of prefabricated component in the prefabricated technology of the prior art is relatively single, the application of prefabricated beam components in prefabricated buildings is very limited, usually only the form of cast-in-place can be used, and the The overall prefabrication and simultaneous construction of beams and slabs, etc.

Method used

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  • Fully prefabricated concrete plate cap component and construction method thereof
  • Fully prefabricated concrete plate cap component and construction method thereof
  • Fully prefabricated concrete plate cap component and construction method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0033] Such as figure 1 , figure 2 with Figure 5 , a fully prefabricated concrete slab cap member, including a prefabricated slab 1, the four sides of the prefabricated slab 1 are bent downwards to form a folded plate 2, and the four folded plates 2 surround to form a rectangular ring structure, with the rectangular ring shape The prefabricated slab 1 of the structure constitutes a beam structure, and the four corners of the prefabricated slab 1 are respectively provided with chamfered corner structures 3, and the folded slab 2 is provided with steel bars 4, and the two steel bars 4 in the folded slab 2 Both ends protrude outside the beam structure.

[0034] The construction method of the full prefabricated concrete slab cap member may include the following steps:

[0035] Before the prefabrication of the floor slab, the four sides of the prefabricated slab 1 are bent downward to form a folded plate 2, and the four folded plates 2 are surrounded to form a rectangular ring...

Embodiment 2

[0040] Such as image 3 As shown, a fully prefabricated concrete slab cap member is similar to Embodiment 1, the difference is that the steel bars 4 in the folded plate 2 include bottom stress bars 5 and top negative moment bars 6 .

[0041] Such as Figure 4 As shown, it is also possible to further configure stirrups 7 inside the folded plate 2 .

[0042] The construction method of the above-mentioned fully prefabricated concrete slab cap member can be more specifically, the steel bars 4 in the folded plate 2 include the bottom stress bars 5 and the top negative moment bars 6, and the stirrups 7 are arranged in the folded plate 2.

[0043] Such as Figure 4 As shown, it can be further provided that supports 8 are provided at the four corners of the full prefabricated concrete slab cap member.

[0044] Such as Image 6 As shown, it is also possible to further set a corbel piece 9 at the top position of the side of the support 8 .

[0045] The construction method of the ab...

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PUM

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Abstract

The invention discloses a fully prefabricated concrete plate cap component and a construction method thereof. The fully prefabricated concrete plate cap component comprises a prefabricated plate, wherein four side edges of the prefabricated plate are downwards bent into folding plates; the four folding plates are surrounded to form a rectangular annular structure; the prefabricated plate with the rectangular annular structure forms a beam structure; chamfered unfilled corner structures are respectively arranged in four corner positions of the bending part of the prefabricated plate; steel bars are respectively arranged in the folding plates; and the two ends of the steel bars in the folding plates respectively extend out of the beam structure. The unified prefabrication of beams and plates in the real sense can be realized; the production efficiency is improved; the dismounting and mounting time of the component is saved; the building cost is greatly reduced; a beam-like folding plate structure form is used for replacing a conventional beam component; the prefabrication of the beams is realized; the prefabrication rate of building monomers is improved; and the positive promotion effect is achieved on the realization of the fully prefabrication of a fabricated building.

Description

technical field [0001] The invention belongs to the technical field of prefabricated concrete building structures, and in particular relates to a fully prefabricated concrete slab cap component and a construction method thereof. Background technique [0002] Prefabricated buildings have developed rapidly in recent years, and construction industries everywhere are undergoing transformation and upgrading, and prefabricated buildings are the main development direction. At present, the most commonly used type of prefabricated components in prefabricated concrete buildings is the laminated slab. The laminated slab is divided into two floors, and the bottom layer is a prefabricated slab. After the factory is prefabricated, it is transported to the site for installation. Bind the cast-in-place steel bars, and finally pour concrete to form a laminated floor slab. Due to the existence of cast-in-place concrete, the floor slab has not realized a real fully-fabricated building. For th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B5/02E04B5/04E04C5/06
CPCE04B5/02E04B5/04E04B5/023E04C5/0636
Inventor 王磊颜磊李兴奇姜竹青赵润华孙暖
Owner QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD
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