A beam hanger, building frame structure and installation method

Abstract

A beam hanging component comprises a beam socket or a beam supporting joint, a hanging portion and a connection portion, all of which are formed integrally. A building frame structure comprises more than two beam hanging components, a beam with both ends fixed to the beam sockets or the beam supporting joints of the beam hanging components, and a beam onto which the hanging portions of the beam hanging components are directly supported and hung. A mounting method comprises the following steps of: firstly, inserting the two ends of the beam into the beam hanging components and movably connecting the beam to the beam hanging components; secondly, hanging the beam hanging components on the corresponding beams; thirdly, adjusting the relative positions of the beams and the beam hanging components; and finally, fixing the beam hanging components to the beams. The beam hanging component has the advantage that the connection between the beams can be completed conveniently and quickly.

Description

technical field [0001] The invention relates to a beam hooking piece for building, a frame structure and an installation method for the frame structure, in particular to a beam hooking piece, a beam frame structure and a method for installing the beam frame structure of a building frame steel structure. Background technique [0002] Existing cement brick mix, reinforced concrete house building and construction method thereof, owing to need to draw frame, cast concrete etc. with steel bar at the construction site, there is following shortcoming: the one is that its upright column pours and builds earlier, pours on upright column again Concrete floors are built, and the connection between the cement floor and the columns is mainly based on the steel bars on the columns and the cement floor. Since the columns and the cement floor are poured twice, the construction period is long, the labor intensity is high, the pollution is large, and the noise is large. The waste of construct...

AI Technical Summary

Problems solved by technology

[0002] Existing cement brick mix, reinforced concrete house building and construction method thereof, owing to need to draw frame, cast concrete etc. with steel bar at the construction site, there is following shortcoming: the one is that its upright column pours and builds earlier, pours on upright column again Concrete floors are built, and the connection between the cement floor and the columns is mainly based on the steel bars on the columns and the cement floor. Since the columns and the cement floor are poured twice, the construction period is long, the labor intensity is high, the pollution is large, and the noise is large. The waste of construction raw materials is large; the second is that the relationship between two cement solids is only the bearing relationship of mechanical loads, and it is impossible to establish a truly integrated internal relationship, which has poor safety, poor earthquake resistance, and short service life; third, it is necessary to use cement, Wood and other building materials destroy ecology; Fourth, when houses are demolished, building materials cannot be reused, resulting in waste of resources and a large amount of construction waste that is difficult to handle; Fourth, due to the heavy weight of the frame structure of traditional cement buildings (high-rise buildings), The mechanical load of the foundation is very large. Once an earthquake shakes, the whole building becomes very fragile and dangerous, which is not conducive to earthquake resistance.

Second, there are many bolts and other fastening connections or welding connections on site, which will increase the difficulty of installation, reduce installation efficiency, and result in high labor and time costs for on-site construction.

The third is that the traditional building steel structure frame beams and columns or beams and beams are connected by bolt fastening or welding, and the respective connection ends must be designed and processed for matching connections. When standard profiles are used for beams or columns , the connecting ends must be designed and processed separately. When beams or columns do not use standard profiles, they need to be specially manufactured. Both methods cannot achieve mass standardized production. The cost is high, and beams or columns are prone to dimensional processing errors. The connection error makes it difficult for the already fragile connection position to bear the weight load of the building and the transmission of load force

Although in this technical scheme, the column member supports the lower column joint, the lower column joint supports the beam bucket, the beam bucket supports the upper column joint, the upper column joint supports the column member, and the beam bucket supports the beam bucket. It has a supporting function, and the gravity load of beams, columns, floors, etc. will no

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