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Mortise and tenon joint and bolt hybrid assembling type steel structure beam-column joint

A technology of beam-column joints and mixed assembly, which is applied in the direction of building construction and construction, can solve the problems of complex installation process of self-locking unilateral bolts, inability to realize rigid connection of beams and columns, and large amount of steel used for end plates, etc. Excellent anti-seismic performance, improved installation accuracy and engineering quality, and easy loading and transportation

Pending Publication Date: 2018-09-11
王士奇
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although this joint can realize the rapid installation of the steel structure beam-column joint, it still needs to rely on the end plate of the beam to transmit the internal force of the beam, and there is a certain deformation at the end, which cannot realize the rigid connection of the beam-column, and the amount of steel used for the end plate is large; especially The self-locking unilateral bolt installation process is complicated and the price is high

Method used

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  • Mortise and tenon joint and bolt hybrid assembling type steel structure beam-column joint
  • Mortise and tenon joint and bolt hybrid assembling type steel structure beam-column joint
  • Mortise and tenon joint and bolt hybrid assembling type steel structure beam-column joint

Examples

Experimental program
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Effect test

Embodiment 1

[0031] The embedded tenon is trapezoidal:

[0032] Such as Figure 1 to Figure 7 A mortise and tenon and bolt mixed-assembled steel structure beam-column joint is shown, including a steel structure beam, a steel structure column, and a beam-column joint. The two beam flanges 1 of the steel structure beam are connected together by a beam web 4 , The two column flanges 9 of the steel structure column are connected together through the column web 10, and the steel structure beam and the steel structure column are connected together through the beam-column joint, and the beam-column joint includes the end of the beam flange 1 Embedding tenon 2, embedding groove body 3 fixedly arranged on the surface of the steel structure column, web connecting plate 5, and additional connecting plate 6, the embedding tenon 2 and the embedding groove body 3 are connected together by mortise and tenon, and the web connecting plate 5 Placed on the side of the beam web 4, one end of the web connecti...

Embodiment 2

[0039] The embedded tenons are round:

[0040] Such as Figure 7 to Figure 10 A mortise and tenon and bolt mixed-assembled steel structure beam-column joint is shown, including a steel structure beam, a steel structure column, and a beam-column joint. The two beam flanges 1 of the steel structure beam are connected together by a beam web 4 , The two column flanges 9 of the steel structure column are connected together through the column web 10, and the steel structure beam and the steel structure column are connected together through the beam-column joint, and the beam-column joint includes the end of the beam flange 1 Embedding tenon 2, embedding groove body 3 fixedly arranged on the surface of the steel structure column, web connecting plate 5, and additional connecting plate 6, the embedding tenon 2 and the embedding groove body 3 are connected together by mortise and tenon, and the web connecting plate 5 Placed on the side of the beam web 4, one end of the web connecting ...

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Abstract

The invention relates to a mortise and tenon joint and bolt hybrid assembling type steel structure beam-column joint which comprises a steel structure beam, a steel structure column and a beam-columnjoint body. The steel structure beam and the steel structure column are connected together through the beam-column joint. The beam-column joint comprises an embedment mortise arranged at the flange end of the beam, an embedment groove body fixedly formed in the surface of the steel structure column, a web connecting plate and an additional connecting plate. The embedment mortise and the embedmentgroove body are in mortise and tenon joint connection. The web connecting plate, a beam web and the additional connecting plate are fixedly connected together through bolts. The beam-column joint is reasonable in structure, definite in force transmission, simple in installation process, safe, reliable, free of welding on site, free of damage to paint coatings, free for paint supplementing on site,high in speed and capable of saving materials and labor cost, the beam-column rigid connection is realized, and the construction period can be shortened by 15-25% compared with a site welding steel structure beam-column joint; no outward-extending cantilever beam sections are arranged on the column, loading and transporting are facilitated, the transport cost can be reduced by 20-30%; the construction cost is lower after standardized production is adopted.

Description

technical field [0001] The invention relates to the field of processing, manufacturing and assembling of prefabricated building steel structures, in particular to a beam-column joint of a mortise-and-bolt mixed-assembled steel structure. Background technique [0002] In the past two years, the state and various provinces and cities have intensively issued relevant standards and incentive policies, requiring vigorous development of prefabricated buildings, especially steel structure buildings. The steel structure has light weight, excellent earthquake resistance and wind resistance; simple on-site assembly, fast construction speed, high degree of industrialization, and low overall cost. After the steel structure building has reached the end of its service life, the steel can be recycled, which is green and environmentally friendly, and is in line with the policy of sustainable development. [0003] There are traditionally three connection forms for beam-column rigid joints i...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/24E04B1/58E04B1/48
CPCE04B1/2403E04B1/48E04B2001/2406E04B2001/2409E04B2001/2418
Inventor 王士奇
Owner 王士奇
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