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Prefabricated reinforced concrete component connecting method

A technology of reinforced concrete and connection method, which is applied in the direction of building structure and construction, and can solve problems such as difficult construction quality assurance, grouting quality assurance, and complicated construction process, so as to improve connection integrity, increase shear performance and resistance The effect of pulling performance and convenient construction

Inactive Publication Date: 2016-12-14
初明进
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Problems solved by technology

The connection nodes between components in the existing prefabricated concrete structure are generally the weak link of the structure, which affects the mechanical performance; at present, the reinforcement connection between the upper and lower prefabricated components of the prefabricated structure adopts the reinforcement sleeve grouting connection, the grout anchor connection, etc., the construction process Complex, construction quality is not easy to guarantee
[0003] The connection between existing prefabricated components is generally to reserve steel bars in the lower components and insert them into the upper components. For example, steel sleeve grouting connection, grout anchor connection and other technologies anchor the lower wall reinforcement in the upper wall. Grouting requires pressure. The quality of grouting is not easy to guarantee, and the construction is more complicated

Method used

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  • Prefabricated reinforced concrete component connecting method
  • Prefabricated reinforced concrete component connecting method
  • Prefabricated reinforced concrete component connecting method

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Embodiment Construction

[0038] The method for connecting prefabricated reinforced concrete members of the present invention will be described in detail below with reference to the accompanying drawings and embodiments.

[0039] An embodiment of the method for connecting prefabricated reinforced concrete members proposed by the present invention, such as figure 1 , there is at least one hole 3 on the first prefabricated reinforced concrete member 1, and a steel bar 4 is arranged in the hole 3, and the steel bar 4 is anchored in the sidewall concrete of the hole 3; the hole 3 is filled with retarding mortar 5; the second prefabricated reinforced concrete member 2 Concrete protrusions 6 are arranged on the top; the first prefabricated reinforced concrete member 1 and the second prefabricated reinforced concrete member 2 are installed, and the upper protrusions 6 of the second prefabricated reinforced concrete member 2 extend into the hole 3; after the retarding mortar 5 hardens, the first The prefabrica...

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Abstract

The invention relates to a prefabricated reinforced concrete component connecting method, and belongs to the technical field of prefabricated concrete structures. The method includes the step of integrating a first prefabricated reinforced concrete component and a second prefabricated reinforced concrete component, and is characterized in that at least one hole is formed in the first prefabricated reinforced concrete component, filled with retarded adhesive mortar and internally provided with reinforcing steel bars, the reinforcing steel bars are anchored in concrete of the side walls of the holes, concrete protrusions are arranged on the second prefabricated reinforced concrete component, the first prefabricated reinforced concrete component and the second prefabricated reinforced concrete component are installed, the protrusions of the second prefabricated reinforced concrete component completely or partly extend into the holes, and the first prefabricated reinforced concrete component and the second prefabricated reinforced concrete component are integrated after retarded adhesive mortar is cured.

Description

technical field [0001] The invention belongs to the technical field of prefabricated reinforced concrete structures and is suitable for assembling integral concrete structure systems. Background technique [0002] Prefabricated concrete structure is a structural form suitable for industrialization. The connection structure between prefabricated components in the assembled monolithic precast concrete structure determines the overall performance of the structure. The connection nodes between components in the existing prefabricated concrete structure are generally the weak link of the structure, which affects the mechanical performance; at present, the reinforcement connection between the upper and lower prefabricated components of the prefabricated structure adopts the reinforcement sleeve grouting connection, the grout anchor connection, etc., the construction process Complex, construction quality is not easy to guarantee. [0003] The connection between existing prefabric...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/41
CPCE04B1/41
Inventor 初明进
Owner 初明进
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