Fabricated concrete shear wall structure vertical rigid connection joint and construction method thereof

A concrete shear wall and rigid connection technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of low production efficiency, long construction period, and difficult to guarantee construction quality.

Pending Publication Date: 2018-09-14
SHANGHAI INST OF TECH
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  • Summary
  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0004] Wet connection includes cast-in-place belt connection, sleeve grouting connection, and reserved hole grout-anchor overlap. Wet connection has the advantages of good integrity, mature construction method, and low technical requirements, but this method has long construction period, low production efficiency, and Construction q...

Method used

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  • Fabricated concrete shear wall structure vertical rigid connection joint and construction method thereof
  • Fabricated concrete shear wall structure vertical rigid connection joint and construction method thereof
  • Fabricated concrete shear wall structure vertical rigid connection joint and construction method thereof

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Embodiment Construction

[0082] The following will combine Figure 1 to Figure 5 The vertical rigid connection nodes of the prefabricated concrete shear wall structure provided by the present invention are described in detail. This embodiment is implemented on the premise of the technical solution of the present invention, and the detailed implementation mode and specific operation process are given, but The protection scope of the present invention is not limited to the following embodiments, those skilled in the art can modify and embellish it within the scope of not changing the spirit and content of the present invention.

[0083] Please refer to Figure 1 to Figure 5 , a vertical rigid connection node of a prefabricated concrete shear wall structure, comprising a vertically connected upper limb concrete shear wall structure 1 and a lower limb concrete shear wall structure 10, the upper limb concrete shear wall structure 1 and the lower limb concrete shear wall structure 1 The force wall structur...

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Abstract

The invention relates to a fabricated concrete shear wall structure vertical rigid connection joint and a construction method thereof. The fabricated concrete shear wall structure vertical rigid connection joint comprises an upper limb concrete shear wall structure and a lower limb concrete shear wall structure which are vertically connected. An H-shaped steel structure or/and a connecting steel plate structure are fixedly connected between the upper limb concrete shear wall structure and the lower limb concrete shear wall structure. According to the technical scheme, construction is easy, theforce performance of the connection position is good, and the complexity of vertical connection of a fabricated concrete shear wall structure is greatly simplified.

Description

technical field [0001] The invention relates to the technical field of node connection of prefabricated building structures, in particular to a vertical rigid connection node of a prefabricated concrete shear wall structure and a construction method. Background technique [0002] The prefabricated shear wall structure is a structural form for high-rise and small high-rise residential buildings. Most of its components are prefabricated in factories and assembled at the construction site. Compared with the construction method of cast-in-place shear wall structure, it can save energy and materials, shorten the construction period, and has a wide development space. Therefore, in the development of prefabricated concrete structure system in my country, the prefabricated shear wall structure occupies an important proportion. [0003] One of the key problems of the prefabricated shear wall structure is the solid connection of the shear wall (that is, the horizontal joint connectio...

Claims

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Application Information

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IPC IPC(8): E04B2/56E04B1/38E04G21/00
CPCE04B2/56E04G21/00E04B1/388
Inventor 胡大柱吴志平朱其昌王丹
Owner SHANGHAI INST OF TECH
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