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Prefabricated reinforced concrete shear wall vertical splicing joint structure and construction method thereof

A reinforced concrete, prefabricated assembly technology, applied in the direction of structural elements, walls, building components, etc., can solve problems such as weak joint connections, and achieve the effect of solving weak connections, ensuring construction quality, and simple structure

Pending Publication Date: 2019-02-15
HUAQIAO UNIVERSITY
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  • Abstract
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AI Technical Summary

Problems solved by technology

The connection methods of traditional prefabricated concrete shear wall structures mainly include: grouting sleeve connection, reserved hole grout anchor lap joint and mechanical connection, etc., but these connection methods all show shortcomings such as weak node connection

Method used

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  • Prefabricated reinforced concrete shear wall vertical splicing joint structure and construction method thereof
  • Prefabricated reinforced concrete shear wall vertical splicing joint structure and construction method thereof
  • Prefabricated reinforced concrete shear wall vertical splicing joint structure and construction method thereof

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Embodiment Construction

[0031] The technical solutions of the present invention will be further illustrated and described below through specific embodiments.

[0032] Such as figure 1 As shown, a prefabricated assembled reinforced concrete shear wall vertical splicing joint structure, including an upper reinforced concrete shear wall 1 and a lower reinforced concrete shear wall 2 with square cross sections, and the upper reinforced concrete shear wall 1 The area between the lower end of the lower reinforced concrete shear wall 2 and the upper end of the lower reinforced concrete shear wall 2 is the connection area 3 .

[0033] The upper reinforced concrete shear wall 1 has two tenons 10 with a square cross-section protruding downward along its lower bottom surface along its length direction, and several longitudinal ribs 11 extending outward from the upper end are arranged at both ends of the lower bottom surface, and the middle part of the bottom surface There are several upper and middle outwardly...

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Abstract

The invention discloses a prefabricated reinforced concrete shear wall vertical splicing joint structure and a construction method thereof. The prefabricated reinforced concrete shear wall vertical splicing joint structure comprises an upper reinforced concrete shear wall and a lower reinforced concrete shear wall, and an area between the lower end of the upper reinforced concrete shear wall and the upper end of the lower reinforced concrete shear wall is a connecting area. Ultra-high performance concrete is poured in the connecting area to enable the upper reinforced concrete shear wall and the lower reinforced concrete shear wall to be connected as a whole. The prefabricated reinforced concrete shear wall vertical splicing joint structure applies the ultra-high performance concrete between the reinforced concrete shear walls, and fully utilizes the excellent compression resistance and tensile performance of the ultra-high performance concrete, thereby solving the problem of weak connection in joint regions.

Description

technical field [0001] The invention belongs to the technical field of building structures, and in particular relates to a prefabricated assembled reinforced concrete shear wall vertical splicing node structure and a construction method thereof. Background technique [0002] Prefabricated reinforced concrete structure is one of the important directions for the development of building structures in my country. It has the advantages of controllable product quality, green environmental protection and convenient construction. The vertical connection area between prefabricated concrete shear walls is a sensitive part of the prefabricated concrete shear wall structure, and it is also a weak link of the structure. Therefore, the connection method between prefabricated concrete shear walls affects the safety, durability and functionality of the structure. The connection methods of traditional prefabricated concrete shear wall structures mainly include: grouting sleeve connection, r...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/00E04B2/56E04C5/01
CPCE04B2/00E04B2/56E04C5/01
Inventor 胡红松方膨膨郭子雄王晨
Owner HUAQIAO UNIVERSITY
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