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Fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device

A shear wall and prefabricated technology, applied to walls, protective buildings/shelters, and building components, can solve problems such as difficult quality assurance, unfavorable energy conservation and environmental protection, and complex construction, and achieve good energy consumption and earthquake resistance Performance, ease of industrial production, and the effect of improving structural performance

Active Publication Date: 2017-09-22
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The connection of vertical joints between prefabricated shear walls is a key technology in the prefabricated concrete shear wall structure. At present, the commonly used vertical joint connection method is mainly cast-in-place concrete connection. The workload of wet work on site in this way Large, complex construction, difficult to guarantee quality, and not conducive to energy conservation and environmental protection, so prefabricated prefabricated shear wall structures need to propose a more efficient and quick vertical joint connection method
In general, the integrity and rigidity of the prefabricated shear wall structure is lower than that of the cast-in-place shear wall structure, and the seismic performance of the prefabricated shear wall structure is lower than that of the cast-in-place shear wall structure
Due to the poor performance of prefabricated shear wall structures in previous earthquakes, people lack confidence in the seismic performance of prefabricated shear wall structures, and the proportion of prefabricated shear wall structures in my country's construction industry is not very high

Method used

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  • Fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device
  • Fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device
  • Fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device

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Embodiment Construction

[0017] The present invention will be further described below in conjunction with accompanying drawing:

[0018] As shown in the accompanying drawings, the present invention includes prefabricated shear wall sheets (1), viscoelastic energy-dissipating materials (2), tooth grooves (3), anchor pads (4), tie rods (5), and vertical oblong bolt holes (6), nut (7) and screw rod (8).

[0019] The joint edge of the prefabricated shear wall sheet (1) of the present invention is prefabricated into the alveolar (3), and the viscoelastic energy-dissipating material (2) is filled in the alveolar joint in advance or assembled on site, and the viscoelastic energy-dissipating material (2) is pre-determined. The thickness of the elastic material and the protruding height of the alveolar, the height of the alveolar should not be too high, so as to facilitate the efficient vertical hoisting of the prefabricated shear wall in place.

[0020] In the prefabricated shear wall (1) of the present inve...

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Abstract

The invention provides a fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device. The joint edge of a prefabricated shear wall piece is prefabricated to be a tooth-space-type edge, viscous-elastic materials are pre-pasted or site filled in a joint, and the prefabricated shear wall piece is pulled and tied in the horizontal direction by using pull rods on the two sides of the shear wall surface at the vertical joint to keep the integrality of the shear wall in the horizontal direction; anchor bearing plates are welded at the ends of the pull rods, vertical long round bolt holes are reserved in the anchor bearing plates, so that the pull rods only transmit the internal force in the horizontal direction but release the vertical shear force, and thus the energy dissipation capacity of the viscous-elastic materials can be more effectively developed. According to the fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device, the performance of a traditional cast-in-place belt rigid connection is improved, the energy-dissipating capacity of the prefabricated concrete shear wall structure is enhanced, and wet construction of a construction site is cast off; and an energy-dissipation device and the prefabricated shear wall are combined, industrialized production is facilitated, and the fabricated shear-wall vertical-joint tooth-space-type energy-consuming connecting device can be widely applied to the prefabricated concrete shear wall structure.

Description

technical field [0001] The invention relates to an assembly-type shear wall vertical joint alveolar energy-dissipating connection technical device, which belongs to the technical field of structural engineering. Background technique [0002] Prefabricated concrete structure refers to the standardized production of various components of the structure, including prefabricated shear walls, prefabricated beams, prefabricated floors, prefabricated shear walls, etc. A structure formed by connecting and installing cast-in-place belts. The prefabricated components of the prefabricated concrete structure are industrially produced, and the manufacturing process can be more refined than ordinary cast-in-place components. It has the advantages of saving labor, fast construction progress, helping to achieve building energy conservation, and facilitating industrial production and mechanized construction. It is suitable for my country's construction industrialization direction of developme...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/00E04B1/68E04H9/02E04B1/98
CPCE04B1/68E04B2/00E04H9/021
Inventor 李爱群徐刚
Owner SOUTHEAST UNIV
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