Connection joint between endplate type concrete-filled steel tube column and steel beam with internal reinforcement ring

A technology of concrete filled steel tubular columns and inner reinforcement rings, applied in the directions of columns, joists, girders, etc., can solve the problems of difficult construction of high-strength bolts, and achieve the effects of superior hysteretic performance, good seismic performance, and reduced complexity.

Inactive Publication Date: 2015-12-23
GUANGZHOU UNIVERSITY
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] The object of the present invention is to provide an end-plate type concrete filled steel pipe column and steel beam connection node with an inner reinforcing ring, which has a simple structure, clear force transmission, convenient structure layout, quick construction, and solves the problem that high-strength bolts are difficult to construct in the node area and does not require on-site construction. Welding, easy to disassemble and replace

Method used

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  • Connection joint between endplate type concrete-filled steel tube column and steel beam with internal reinforcement ring
  • Connection joint between endplate type concrete-filled steel tube column and steel beam with internal reinforcement ring
  • Connection joint between endplate type concrete-filled steel tube column and steel beam with internal reinforcement ring

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Embodiment Construction

[0020] A connection node between an end-plate concrete-filled steel pipe column and a steel beam with an inner reinforcing ring, comprising: a circular concrete-filled steel pipe column 1, a steel beam 2, an end plate 3, a single-side self-tightening bolt 4, and an inner reinforcing ring 5, wherein:

[0021] Two internal reinforcement rings 5 ​​are welded on the inner side of the steel tube column wall of the circular steel tube concrete column, and its position corresponds to the upper and lower flanges of the steel beam 2 connected to the steel tube column wall; the end of the steel beam 2 is welded on the end plate 3 The concrete-filled steel tube column wall 1 and the end plate 3 are correspondingly opened with 4 rows and 2 columns of bolt holes; the unilateral bolt 4 passes through the bolt holes reserved for the end plate 3 and the steel tube wall of the round concrete-filled steel tube column 1 from the outside to the inside. The end plate is connected with the circular ...

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Abstract

The invention discloses a connection joint between an endplate type concrete-filled steel tube column and a steel beam with an internal reinforcement ring. The connection joint comprises a concrete-filled circular steel tube column, a steel beam, an endplate, bolts and an internal reinforcement ring. The connection node is high in stressing performance and high in seismic performance, simple in structure, clear and definite in force transfer and quick to construct; the structural layout is facilitated; the problem that the high-strength bolts are not liable to construct can be solved; the connection joint is not required to be welded on site; the connection joint is liable to dismount and replace; the connection joint is a novel concrete-filled steel tubular column-steel beam rigid connection joint.

Description

technical field [0001] The invention relates to the field of structural engineering connection nodes, in particular to an end-plate type steel pipe concrete column and steel beam connection node with an inner reinforcing ring. technical background [0002] Before the 1980s, most of the high-rise buildings in my country used reinforced concrete structures. However, with the increase in height and number of floors, the use of building functions has become increasingly complex. Concrete structures or pure steel structures can no longer meet the requirements of functional functions. Facing the huge challenge of high-rise and super-high-rise buildings, concrete-filled steel tube structures are increasingly being used in high-rise building structures due to their excellent performance. However, the research on joints between concrete filled steel tubes and steel beams is far less thorough than the research on joints between steel columns and steel beams. Therefore, research on mor...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/58E04C3/34E04C3/06
Inventor 刘坚周观根高奎王宏伟童华炜任达黎佳钰邱江风
Owner GUANGZHOU UNIVERSITY
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