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Fabricated core-grouting wall body, construction method of fabricated core-grouting wall body and frame for preparing wall body

A construction method and prefabricated technology, applied to walls, building materials, building components, etc., can solve problems such as difficult quality control, easy mold expansion of double-sided laminated walls, and difficult construction

Pending Publication Date: 2019-08-30
EAST CHINA ARCHITECTURAL DESIGN & RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The object of the present invention is to provide a prefabricated grouting wall and its construction method and a frame for preparing the wall, which are used to solve the problem of the difficulty in construction and quality control of the sleeve grouting connection in the prior art, and double-sided lamination. Problems such as easy expansion of the wall

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  • Fabricated core-grouting wall body, construction method of fabricated core-grouting wall body and frame for preparing wall body
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  • Fabricated core-grouting wall body, construction method of fabricated core-grouting wall body and frame for preparing wall body

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Embodiment Construction

[0048] The specific implementation manner of the present invention will be described in more detail below with reference to schematic diagrams. Advantages and features of the present invention will be apparent from the following description and claims. It should be noted that all the drawings are in a very simplified form and use imprecise scales, and are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present invention.

[0049] In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right" etc. is based on the orientation or positional relationship shown in the drawings , is only for the convenience of describing the present invention and simplifying the description, but does not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific ori...

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Abstract

The invention discloses a fabricated core-grouting wall body, a construction method of the fabricated core-grouting wall body and a frame for preparing the wall body. A longitudinal first cavity is formed in a prefabricated wallboard for grouting concrete at a construction site, and the problem that the construction difficulty of grouting to horizontal seams in the prior art is high is effectivelysolved; the tension intensity between inner and outer leaf wallboards is further effectively enhanced, risks of die expansion of the existing double-side composite wall and die shell shear wall are overcome, so the inner and outer leaf wallboards can be made thinner. A die shell is bounded and fixed in a steel cage in advance, the die shell is not disassembled after completing concrete sproutingbut left in a prefabricated part to form the first cavity, and the problems that the die shell cannot be stressed in the process of using during later periods in the prior art, and due to the fact that a building transforms in the process of using, and hidden cracks are produced between the die shell and internal post-grouting concrete shear wall can be effectively solved; and the die shell is bounded and fixed in the steel cage, the die shell can be stressed in the process of using during the later periods, and the intensity of the prefabricated wallboard is further improved.

Description

technical field [0001] The invention belongs to the field of construction, and in particular relates to an assembled core-filling wall, a construction method thereof and a frame for preparing the wall. Background technique [0002] At present, prefabricated buildings have been widely used. However, the existing concrete prefabricated components have problems such as large volume and heavy weight. For example, the vertical reinforcement of prefabricated shear walls is connected by sleeve grouting, which is too expensive, difficult to construct, and difficult to inspect quality. Although the existing formwork shear walls are integrated with formwork and formed steel bars in the factory, the formwork is not stressed in the later use and is only used as a formwork during the construction process without exerting its maximum effect. Deformation during the process, the formwork and the internal post-cast concrete shear wall are prone to invisible cracks. The double-sided laminat...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/68E04C2/30E04C2/06E04C5/06
CPCE04B2/68E04C2/30E04C2/06E04C5/06
Inventor 卢旦仝平社朱翔宇
Owner EAST CHINA ARCHITECTURAL DESIGN & RES INST
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