Top beam connector

Abstract

A top beam connecting component comprises a top beam connecting component body, two top-beam oblique sockets projecting from the top beam connecting component body slantwise and downwards and in an inversed V form, and a horizontal supporting joint horizontally projecting from one side face or two opposing side faces of the top beam connecting component body. Each top-beam oblique socket is provided with a side propping face which is propped against a top beam inserted into the top-beam oblique socket up and down and back and forth; and the horizontal supporting joint is provided with a crossbeam-supporting horizontal plane for directly supporting a cross beam. The top beam connecting component has the following advantages that: no upright is needed for supporting at the connection positions of the top beam, the cross beam and the top beam connecting component, so that the connection links of fastening connection or welding by means of a bolt and the like can be greatly reduced and the defects of poor stress and weak connection at the connection position due to over concentration of stress on the connection position between the beam and the column or between the beams are greatlyreduced; therefore, the mounting efficiency, the anti-vibration function and the use safety of a building frame structure are greatly improved, and the service life of the building frame structure isprolonged; and the beam-column connecting components can be produced in advance on a large scale and in a standardized manner.

Description

technical field [0001] The present invention relates to a roof beam connector of buildings such as houses, pavilions and pavilions, a forming method, a building frame structure and an installation method, in particular to a roof beam connector of building frame steel structures such as houses, pavilions and pavilions. Background technique [0002] Existing cement-brick, 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 top beam is poured and built earlier, and then the top beam Concrete floor slabs are built with top pouring. The connection between the cement floor slab and the roof beam mainly depends on the steel bars on the roof beam and the cement floor slab. Since the roof beam and the cement floor slab are constructed in two pours, the construction period is long, the labor intensity is high, and the pollution La...

AI Technical Summary

Problems solved by technology

[0002] Existing cement-brick, 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 top beam is poured and built earlier, and then the top beam Concrete floor slabs are built with top pouring. The connection between the cement floor slab and the roof beam mainly depends on the steel bars on the roof beam and the cement floor slab. Since the roof beam and the cement floor slab are constructed in two pours, the construction period is long, the labor intensity is high, and the pollution Large, noisy, and waste of construction raw materials; second, 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 seismic performance, and short service life; It is necessary to use building materials such as cement and wood, which destroys the ecology; the fourth is that when the house is demolished, the building materials cannot be reused, resulting in a waste of resources and a large amount of construction waste that is difficult to deal with; the fourth is that the frame structure of traditional cement buildings (high-rise buildings) The self-weight is very heavy, and the mechanical load of the foundation is very large. Once the earthquake shakes, the whole building will become very fragile, very dangerous, and very unfavorable for 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. Bot...

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