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Prefabricated braced steel frame column end splicing joint structure

A technology of joint structure and steel frame, applied in the direction of building structure, construction, etc., can solve the problems of affecting the connection between supporting steel frame and surrounding beams, not adapting to the development needs of industrialized buildings, and the form of splicing joints cannot meet the requirements, etc., to meet the requirements of prefabrication Assembly and installation requirements, meeting the bearing performance requirements of multi-storey buildings, and the effect of easy assembly and disassembly

Active Publication Date: 2016-10-12
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, welded joints save more materials under the premise of ensuring safety, but the on-site construction workload is large, which does not meet the development needs of industrialized buildings; the connection of spliced ​​plates will affect the connection between the supporting steel frame and the surrounding beams; The internal force is relatively large, and only the existing end plate connection cannot meet the bearing capacity requirements
Therefore, the existing splicing node form cannot meet the requirements

Method used

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  • Prefabricated braced steel frame column end splicing joint structure
  • Prefabricated braced steel frame column end splicing joint structure
  • Prefabricated braced steel frame column end splicing joint structure

Examples

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Embodiment 1

[0035] The implementation of the present invention will be illustrated by specific specific examples below, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification.

[0036] A prefabricated supporting steel frame column end splicing node structure, its structure is characterized by:

[0037] The column end splicing joint structure of the prefabricated supporting steel frame (referred to as the node) is located between two prefabricated supporting steel frames (referred to as the supporting steel frame), such as figure 1 As shown, the supporting steel frame I is located at the lower part of the node, and the supporting steel frame II is located at the upper part of the node. Such as figure 1 As shown, the supporting steel frame is composed of H-shaped columns 1, H-shaped beams 2 and supports 3,

[0038] As we all know, any H-shaped column and H-shaped beam in the art are compose...

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Abstract

The invention provides a prefabricated braced steel frame column end splicing joint structure. The prefabricated braced steel frame column end splicing joint structure is located between two prefabricated braced steel frames. The braced steel frame I is located below the joint, and the braced steel frame II is located above the joint. Each braced steel frame is composed of H-shaped columns, H-shaped beams and supports. According to the braced steel frame I, end plates are welded to the tops of the H-shaped columns, stiffening ribs are arranged at the joints of the H-shaped columns and the H-shaped beams, horizontal stiffening ribs are welded to the H-shaped columns, vertical stiffening ribs are arranged between the end plates of the H-shaped columns and the horizontal stiffening ribs of the H-shaped columns, stiffening ribs are welded to the H-shaped beams, and bolt holes are formed in upper flanges of the H-shaped beams. According to the braced steel frame II, end plates are welded to the bottoms of the H-shaped columns, H-shaped joggle beams are welded to the bottoms of the H-shaped columns, stiffening ribs are welded to the H-shaped joggle beams, bolt holes are formed in lower flanges of the H-shaped joggle beams, stiffening ribs are arranged at the joints of the H-shaped columns and the H-shaped joggle beams, horizontal stiffening ribs are welded to the H-shaped columns, and vertical stiffening ribs are arranged between the end plates of the H-shaped columns and the horizontal stiffening ribs of the H-shaped columns.

Description

technical field [0001] The invention belongs to the technical field of steel structure construction of prefabricated buildings, in particular to a spliced ​​joint structure at the end of a supporting steel frame column Background technique [0002] The construction industry is an important material production sector of the national economy, and has a close relationship with the development of the entire country's economy and the improvement of people's lives. In recent years, with the continuous deepening of the reform of the construction industry, the construction industry has continued to develop rapidly, the material and technological foundation has been significantly enhanced, the demographic dividend has gradually disappeared, and the requirements for energy conservation and environmental protection have become higher and higher. The on-site construction production method based on low labor prices is becoming increasingly challenged. The prefabricated building has fast...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/19E04B1/58
CPCE04B1/19E04B1/1903
Inventor 李国强郭宏印陆烨
Owner TONGJI UNIV
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