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Horizontal connecting structure and connecting method of laminated slab type edge component and solid shear wall

An edge component, horizontal connection technology, applied in building structure, construction, etc., can solve the problems of different economic and social benefits, difficult to guarantee the quality of grouting connection, and imperfect assembly technology, so as to shorten the time of key lines, reduce The effect of woodworking workload and labor cost saving

Pending Publication Date: 2019-12-27
HUBEI YUHUI NEW BUILDING MATERIAL
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Prefabricated buildings have obvious technical advantages over traditional cast-in-place structures, saving labor, saving formwork, saving machinery, improving the quality of life, reducing emissions, reducing pollution, saving construction time, and saving costs. However, for different prefabricated building construction methods, The resulting economic and social benefits are different
At present, the edge components of the reinforced concrete shear wall structure are in the form of cast-in-place, the prefabricated technology is not perfect, and the amount of cast-in-place is large. It is relatively high and the quality of the grouting connection is difficult to guarantee, which poses a safety hazard to the quality of the project

Method used

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  • Horizontal connecting structure and connecting method of laminated slab type edge component and solid shear wall
  • Horizontal connecting structure and connecting method of laminated slab type edge component and solid shear wall
  • Horizontal connecting structure and connecting method of laminated slab type edge component and solid shear wall

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0060] A horizontal connection structure between a laminated slab edge member and a solid shear wall, which comprises: a prefabricated laminated slab edge member 1 and a solid shear wall 2, and the prefabricated laminated slab edge member is an inline edge member or T-shaped or L-shaped or Z-shaped or U-shaped composed of in-line edge components, the in-line edge components are composed of two layers of prefabricated concrete slabs 3, and there is a cavity between the two layers of precast concrete slabs, The longitudinal steel bars 4 and stirrups 5 of the edge members are pre-embedded in the two-layer prefabricated concrete slab, and the stirrups are in a closed ring shape, and the ends of the prefabricated laminated plate edge members are the same as the solid shear wall Connection, the horizontal steel bar 6 of the solid shear wall is ring-shaped or straight strip or L-shaped, and the straight strip or L-shaped steel bar extends into the edge member of the laminated plate I...

Embodiment 2

[0062] According to the horizontal connection structure between the laminated slab edge member and the solid shear wall described in Embodiment 1, the horizontal annular steel bar protruding from the solid shear wall extends into the cavity of the laminated slab edge member and connects with the prefabricated laminated slab edge The closed annular stirrups of the components are handed over to form a handover gap, and the pinned longitudinal rib 7 is inserted into the said handover gap to form a pinned structure.

Embodiment 3

[0064] According to the horizontal connection structure between the laminated slab edge member and the solid shear wall described in embodiment 1 or 2, the horizontal annular reinforcement of the solid shear wall is connected to the prefabricated laminated slab edge member annular stirrup through the additional reinforcement ring 8 Connection, the additional reinforcing bar ring is handed over to the horizontal annular steel bar of the solid shear wall and the annular stirrup of the laminated plate edge member respectively to form a handover gap, and the pinned longitudinal reinforcement is respectively inserted in the two gaps to form a pinned structure.

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Abstract

The invention provides a horizontal connecting structure and connecting method of a laminated slab type edge component and a solid shear wall. At present, for different assembled building constructionmodes, generated economical benefits and social benefits are different. An edge component of a reinforced concrete shear wall structure at a current stage uses a cast-in-place form, and the filed cast-in-place amount is great. The horizontal connecting structure of the laminated slab type edge component and the solid shear wall comprises the prefabricated laminated slab type edge component (1) and the solid shear wall (2), wherein the prefabricated laminated slab type edge component is a 1-shaped edge component or a T-shaped or L-shaped or Z-shaped or U-shaped component formed by the 1-shapededge components; the 1-shaped edge component consists of two layers of prefabricated concrete thin slabs (3); a cavity is formed between the two layers of prefabricated concrete thin slabs; edge component longitudinal steel bars (4) and hoop bars (5) are embedded in the two layers of prefabricated concrete thin slabs; the hoop bars are in a sealed annular shape; and the end parts of the prefabricated laminated slab type edge component are connected with the solid shear wall. The horizontal connecting structure and connecting method are used in the field of building construction.

Description

Technical field: [0001] The invention relates to a horizontal connection structure of a laminated plate edge member and a solid shear wall. Background technique: [0002] Prefabricated buildings have obvious technical advantages over traditional cast-in-place structures, saving labor, saving formwork, saving machinery, improving the quality of life, reducing emissions, reducing pollution, saving construction time, and saving costs. However, for different prefabricated building construction methods, The resulting economic and social benefits are different. At present, the edge components of the reinforced concrete shear wall structure adopt the form of cast-in-place, the prefabricated technology is not perfect, and the amount of cast-in-place is large. It is relatively high and the quality of grouting connection is difficult to guarantee, which poses a safety hazard to the quality of the project. Invention content: [0003] The purpose of the present invention is to provi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/38E04B1/61
CPCE04B1/38E04B1/61
Inventor 刘文清马川峰祝玉君闫红缨
Owner HUBEI YUHUI NEW BUILDING MATERIAL
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