Fabricated special-shaped beam column joint

Abstract

The invention discloses a fabricated special-shaped beam column joint. The fabricated special-shaped beam column joint comprises a special-shaped upper column, a special-shaped lower column, an upperflange plate, a lower flange plate, a column base, a column base upper flange plate, a column base lower flange plate, a column base upper reinforcing ring plate, a column base lower reinforcing ringplate, a column base inner extension flitch and an H-shaped steel beam; the upper end and the lower end of the column base are provided with the column base upper flange plate and the column base lower flange plate, the upper flange plate and the column base upper flange plate are connected, the lower flange plate and the column base lower flange plate are connected, the same plane of the column base upper flange plate is provided with the integral column base upper reinforcing ring plate, the same plane of the column base lower flange plate is provided with the integral column base lower reinforcing ring plate, and the column base is welded to the column base inner extension flitch parallel to an H-shaped steel beam web. The fabricated special-shaped beam column joint can be processed andproduced uniformly in a factory, and can be productized and modularized, and component standardization of a fabricated special-shaped steel structure is facilitated; and the joint has high bearing capacity, high strength, good energy consumption capacity, and is conducive to safety, applicability and seismic resistance of the structure.

Description

technical field [0001] The invention relates to an assembled special-shaped beam-column joint, which belongs to the field of building structural components. Background technique [0002] In recent years, with the requirements of architectural development and the increasingly complex functional requirements of steel structure buildings, the structural forms of buildings have also undergone significant changes. In the design of ordinary steel structure buildings, the vertical support members generally use ordinary sections. With the development of new materials and technologies, the thickness of the enclosure wall is decreasing, and it is easy to cause the wall thickness to be greater than the width of the column section, and the problem of exposed column corners is common. It not only reduces the usable area of ​​the building, but also seriously affects the use function of the room and the placement of furniture. These problems are particularly prominent in steel-structured ...

AI Technical Summary

Problems solved by technology

It not only reduces the usable area of ​​the building, but also seriously affects the use function of the room and the placement of furniture. These problems are particularly prominent in steel structure residential and office buildings, which bring great inconvenience to people.

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