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Beam-column joint connecting device of assembled steel structure system

A connecting device and beam-column joint technology, which is applied in building construction and construction, can solve problems affecting construction speed and quality, poor joint ductility, and difficult rigid connection, etc., to improve assembly speed and quality, and protect joints Effect

Active Publication Date: 2015-01-07
CHINA RAILWAY CONSTR GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In the traditional fully welded beam-column joint, the upper and lower flanges of the beam and the web and the column are welded on site. Although this connection is a rigid connection, the ductility of the joint is poor, and brittle failure is prone to occur in earthquakes, and on-site welding is required, which greatly affects the construction. Speed ​​and quality are not suitable for fabricated steel structures. At the same time, due to the large area of ​​the weld, it is easy to generate large residual stress, which affects the mechanical performance of the joints.
[0005] In traditional beam-column joints connected by high-strength bolts, the beam end seal plate and box-shaped columns are fastened and connected by high-strength bolts. When fastening, workers need to reach into the box-shaped columns. It is inconvenient to come, and at the same time, the screw holes will weaken the short column of the node, affecting its mechanical performance
[0006] In the traditional bolted and welded joint connection, the upper and lower flanges of the beam end are welded to the column on site, and the web at the beam end is bolted to the column through a shear plate. This connection method requires on-site welding, which greatly affects the construction speed and quality, and the construction The program is complex and it is not easy to achieve rigid connection

Method used

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  • Beam-column joint connecting device of assembled steel structure system
  • Beam-column joint connecting device of assembled steel structure system
  • Beam-column joint connecting device of assembled steel structure system

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Embodiment Construction

[0027] The specific connection mode of the beam-column node of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0028] as attached Figure 1-7 As shown, a beam-column joint connection device of a prefabricated steel structure system according to the present invention includes a joint short column 7, a column seat connection plate 1, a truss beam end upper and lower chord 5, a beam end connection plate 2, and a stiffening plate 9 , Upper column flange 3, lower column flange 4, node stub upper end flange 8, node stub lower end flange 6. The upper flange 8 of the node stub and the lower flange 6 of the node stub are respectively welded to the upper and lower ends of the node stub 7; the upper flange 8 of the node stub and the upper flange 3 are connected by bolts 10, and the node stub The lower end flange 6 and the lower column flange 4 are connected by bolts 10; the column base connecting plate 1 is welded to the outer sur...

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Abstract

The invention relates to a beam-column joint connecting device of an assembled steel structure system, which belongs to the technical field of structural engineering. The beam-column joint connecting device comprises a column base connecting plate, beam end connecting plates, a stiffening plate, an upper column flange, a lower column flange, a truss girder end upper chord member, a truss girder end lower chord member, a joint short column lower end flange, a joint short column and a joint short column upper end flange, wherein the column base connecting plate, the joint short column, the joint short column lower end flange and the joint short column upper end flange can be welded into a whole in a factory; two beam end connecting plates and the truss girder end upper chord member and the truss girder end lower chord member are welded into a whole in the factory; and the beam end connecting plates are connected with the column base connecting plate through bolts. Welding of the beam-column joint connecting device disclosed by the invention can be completed in the factory, bolts are adopted for assembling on site, fastening work of bolts is convenient and rapid, the construction speed and quality are improved greatly, and adaptation to the development of an assembled steel structure is realized; and meanwhile, a joint is a rigid joint, and has high ductility and a high bearing capability.

Description

technical field [0001] The invention relates to a beam-column node connecting device of an assembled steel structure system, belonging to the technical field of structural engineering. Background technique [0002] The prefabricated steel structure system refers to the building produced by manufacturing housing units or components according to uniform and standard building part specifications, and then transporting them to the construction site for assembly in place. It is characterized by light building weight, energy saving and environmental protection, fast construction speed, and high degree of industrialization. It can solve many problems such as the low level of construction industrialization in my country, low labor productivity in house construction, and low quality of traditional house products, and adapt to the development of my country's construction industry. [0003] The beam-column connection is the most important node in the fabricated steel structure system. ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/58
Inventor 张爱林刘学春徐阿新田辰马靖曹明
Owner CHINA RAILWAY CONSTR GROUP
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