Connecting member for outer wall and floor support plate of steel structure integrally assembled building body

Abstract

The invention discloses a connecting member for an outer wall and a floor support plate of a steel structure integrally assembled building body, and relates to the field of the connecting member for the floor support plate. The connecting member comprises a wall body, a floor support plate, a steel bar connecting piece and a plate connecting piece, wherein the floor support plate is horizontally attached to the side wall of the wall body, and the floor support plate is connected and fixed to the wall body through the steel bar connecting piece and the plate connecting piece. According to the connecting member, a lower steel plate and a side steel plate are fixed on the wall body through a second bolt and a second nut, the floor support plate is hoisted, the floor support plate is contactedwith the upper surface of the lower steel plate, the floor support plate is transversely translated, one ends of a plurality of wall body pre-embedded steel bars reserved on the side wall of the wallbody are inserted into a pre-embedded sleeve at one side of the floor support plate in a matched manner to perform alignment connection, and the alignment is accurate and efficient; concrete slurry is filled along a grouting port until the concrete slurry overflows along a slurry discharge port, a filled concrete layer is formed after the concrete slurry is solidified, the wall body pre-embeddedsteel bars and the floor support plate pre-embedded steel bars, and the connecting and fixing are convenient.

Description

technical field [0001] The invention relates to the field of connecting components for floor decks, in particular to a connecting member for an outer wall and a floor deck for an integrally assembled building of a steel structure. Background technique [0002] Compared with the traditional reinforced concrete structure building, the steel structure integrally assembled building can complete the building more simply and quickly, and the construction period is shorter. Currently, the existing prefabricated concrete structure also has its own shortcomings. For example, the joint connection between the shear wall and the floor deck is complicated, and the connection stability is average. Usually, it is necessary to bind or weld the steel bars on site, and It is more difficult to install and align the floor deck. In addition, the recyclability of the overall assembled steel structure itself is also a factor that must be considered in its design. Therefore, the contradictory probl...

AI Technical Summary

Problems solved by technology

Currently, the existing prefabricated concrete structure also has its own shortcomings. For example, the joint connection between the shear wall and the floor deck is complicated, and the connection stability is average. Usually, it is necessary to bind or weld the steel bars on site, and It is more difficult to install and align the floor deck. In addition, the recyclability of the overall assembled steel structure itself is also a factor that must be considered in its design. Therefore, the contradictory problem of detachability and firmness is in the overall assembled steel structure. The connection design between the outer wall of the building body and the connecting members of the floor deck is particularly prominent

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