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Reinforced key groove connection joint beam-column structure

A beam-column structure, connecting node technology, applied in building structure, climate change adaptation, construction, etc., can solve the problems of high bolt quality requirements, large bolt gravity, cracks in the connection surface, etc., to ensure the pouring quality, high bearing capacity Ability, the effect of good node ductility

Inactive Publication Date: 2020-11-10
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This application can realize simple and fast on-site connection between prefabricated columns and composite beams, but the prefabricated beams are mainly fixed to one side of the prefabricated columns by bolts, which requires high quality bolts, and the bolts bear large gravity, so it is easy to install Cracks or even fractures on the connecting surface

Method used

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  • Reinforced key groove connection joint beam-column structure
  • Reinforced key groove connection joint beam-column structure
  • Reinforced key groove connection joint beam-column structure

Examples

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Embodiment 1

[0032] to combine figure 1 , a reinforced keyway joint beam-column structure of the present embodiment, comprising a frame beam 1, a frame column 2, a tie bar 4, an additional tie bar 5 and a separation net 6, and the frame beam 1 includes a precast prefabricated beam 11. The frame column 2 includes a precast prefabricated column 21; a keyway 3 is formed at the junction of the frame beam 1 and the frame column 2, and concrete is poured in the keyway 3, so that the prefabricated beam 11, the precast column 21 and the keyway 3 are connected as a whole; The steel bar 4 and the additional tie bar 5 are placed in the keyway 3, further connecting the prefabricated beam 11, the prefabricated column 21 and the keyway 3 into a whole.

[0033] to combine figure 2 , the keyway 3 includes keyway one 31 and keyway two 33, both of which are trapezoidal, and its formation method is as follows: the prefabricated beam 11 and the prefabricated column 21 are made of ordinary concrete, and its ...

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Abstract

The invention discloses a reinforced key groove connection joint beam-column structure, and belongs to the technical field of structural engineering. The structure comprises frame beams, frame columns, tie bars, additional tie bars and a separation net. The frame beams comprise pre-poured precast beams, the frame columns comprise pre-poured precast columns, key grooves are formed in the connectingpositions of the precast beams of the frame beams and the frame columns, and the key groove sare trapezoidal; the tie bars and the additional tie bars are arranged along the key grooves and the precast beams, concrete is poured into the key grooves, and the precast beams, the frame columns and the key grooves are connected into a whole; the surfaces of the key grooves are rough, so that the contact area and the bonding performance of the post-poured concrete and the precast concrete are further increased, and the stability of a joint is guaranteed; and considering the stability and economic cost of the joint, a precast part is made of common concrete, ECC concrete with high ductility, high ultimate compressive strain and other properties is poured into the key grooves, and the separationnet is laid along the key grooves, so that the common concrete and the ECC concrete are separated, and the stability of the key groove joint is guaranteed.

Description

technical field [0001] The invention relates to the technical field of structural engineering, in particular to a beam-column structure with reinforced keyway connection nodes. Background technique [0002] The progressive collapse of a structure refers to a process in which a series of collapses of adjacent structures that are not commensurate with the initial damage occur after some key components of the structure fail due to external forces. The continuous collapse of structures will not only cause casualties and property losses, but also have obvious adverse effects on society, psychology and economy. [0003] In recent years, my country has vigorously promoted the industrialization of housing and construction, and prefabricated structures have gradually come into people's sight due to the advantages of less on-site wet operations and short construction periods. However, it is difficult for prefabricated structures to fully realize the "equivalent to cast-in-place" coll...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/20E04B1/21
CPCE04B1/20E04B1/21Y02A30/30
Inventor 王仕康尹万云金仁才钱元弟
Owner CHINA MCC17 GRP
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