Superimposed integral type prefabricated shear wall edge component and mounting method

An edge member, prefabricated shear force technology, applied to building components, walls, structural elements, etc., can solve the problem of inconvenient installation of prefabricated beams and stacked prefabricated wall components, high selection of on-site hoisting machinery, and high component sleeve prices. It can achieve the effect of safe and reliable connection method, convenient installation method, and reduce woodworking workload and operation difficulty.

Pending Publication Date: 2021-12-17
HUBEI YUHUI NEW BUILDING MATERIAL
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a superimposed integral prefabricated shear wall edge component and its construction method, which solves the problem that most of the existing prefabricated prefabricated wall components are solid and heavy, and the selection of hoisting machinery on site is high. Rising costs; installation of prefabricated beams and laminated prefabricated wall components is inconvenient; component sleeves are expensive and prone to quality problems and insufficient grouting during construction

Method used

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  • Superimposed integral type prefabricated shear wall edge component and mounting method
  • Superimposed integral type prefabricated shear wall edge component and mounting method
  • Superimposed integral type prefabricated shear wall edge component and mounting method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0048] A composite integral prefabricated shear wall edge member, the edge member is composed of a back concrete sheet 9 and at least one face concrete sheet 1, the back concrete sheet and the face concrete sheet are between and adjacent The two face concrete thin slabs are all connected by reinforcement skeleton or truss reinforcement;

[0049] There is a pouring cavity 2 between the back concrete sheet and the face concrete sheet and between two adjacent face concrete sheets.

Embodiment 2

[0051] According to the composite integral prefabricated shear wall edge member described in Embodiment 1, the steel skeleton is composed of stirrups 3 , tie bars 10 and longitudinal steel bars 6 .

[0052] The longitudinal reinforcement of the edge member is arranged in the concrete thin slab or the upper end of the longitudinal reinforcement protrudes from the top of the concrete thin slab.

Embodiment 3

[0054] According to the laminated integral prefabricated shear wall edge member described in embodiment 1 or 2, the truss reinforcement is composed of a plurality of truss reinforcement main reinforcement 7 and truss reinforcement web reinforcement 8 arranged in parallel.

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PUM

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Abstract

The invention discloses a superimposed integral type prefabricated shear wall edge component and a mounting method Most of existing assembled prefabricated wall components are manufactured in a solid mode with large weight, and field hoisting machinery type selection is high, so that the building cost is increased. Prefabricated wall component sleeves are high in price, and the quality of the prefabricated wall component sleeves goes wrong easily. The component is composed of a back concrete thin plate (9) and at least one face concrete thin plate (1). The back concrete thin plate and the face concrete thin plates are connected through steel bar frameworks or truss steel bars, and every two adjacent face concrete thin plates are connected through steel bar frameworks or truss steel bars. Pouring cavities (2) are formed between the back concrete thin plate and the face concrete thin plates and between every two adjacent face concrete thin plates. The method is used for the superimposed integral type prefabricated shear wall edge component and mounting thereof.

Description

technical field [0001] The invention relates to a superimposed integral prefabricated shear wall edge component and an installation method. Background technique [0002] Most of the existing prefabricated prefabricated wall components are solid and heavy, and the selection of on-site hoisting machinery is high, resulting in an increase in construction costs; the price of prefabricated wall component sleeves is relatively high, and the quality of the prefabricated wall components is prone to problems and poor grouting during construction. Problems such as fullness and other problems cause safety hazards; there are many vertical connection holes in the components, and the diameter of the steel bars is large. Due to the influence of construction disturbances, it is easy to deviate from the design position, and the sleeve connection method is difficult to install. , prone to water leakage and through the cold and other phenomena, affecting the function of the building. When the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/00E04B2/86E04C2/06E04C2/30E04C2/38E04C5/06
CPCE04B2/00E04B2/86E04B2/8605E04C2/06E04C2/30E04C2/38E04C5/0613E04B2002/867
Inventor 刘文清祝玉君田仁元
Owner HUBEI YUHUI NEW BUILDING MATERIAL
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