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Beam flange opening weakening type node for connecting steel beam and wide concrete filled steel tubular column

A technology of steel pipe concrete columns and steel beams, which is applied in the direction of construction and building construction, can solve the problems of complex flange cutting surface processing, out-of-plane instability, etc., achieve good rigidity and strength, improve stress state, and force transmission path clear effect

Inactive Publication Date: 2021-06-11
HANGZHOU TONGMSK DESIGN CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The disadvantage of this dog-bone joint is that the cutting surface of the flange is complicated to process, and experimental studies have found that out-of-plane instability is prone to occur at the weakened part of the beam section

Method used

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  • Beam flange opening weakening type node for connecting steel beam and wide concrete filled steel tubular column
  • Beam flange opening weakening type node for connecting steel beam and wide concrete filled steel tubular column
  • Beam flange opening weakening type node for connecting steel beam and wide concrete filled steel tubular column

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0041] like figure 1 As shown, the present invention comprises a wide concrete-filled steel pipe column 1, a steel beam 2, a reinforcement plate 3, a pasting plate 4 and a connecting plate 5; The reinforcement plate 3 and the two pasting plates 4 are fixedly connected to the short side of the wide steel pipe concrete column 1, and the web plate of the steel beam 2 is fixedly connected to the short side of the wide steel pipe concrete column 1 through a connecting plate 5.

[0042] like figure 2As shown, the upper and lower flanges of the steel girder 2 are respectively welded to one end surface of a respective reinforcement plate 3 through a weld seam, and the other end surface of each reinforcement plate 3 is welded to the side where the short side of the wide steel pipe concrete column 1 is located through a weld seam. The upper and lower flanges of the steel beam 2 are provided with two stickers 4, and the two stickers 4 are respectively welded to the long side surfaces o...

Embodiment 2

[0044] like image 3 As shown, it also includes inserting plate 6; the wide concrete-filled steel tube column 1 is located in the middle of the building plane, and the wide concrete-filled steel tube column 1 is respectively connected with three steel beams 2, and the three steel beams 2 are respectively connected to the wide concrete-filled steel tube column through the reinforcement plate 3 and the connecting plate 5 1 The three sides close to the short side are fixedly connected, the inserting plate 6 is vertically inserted into the wide steel pipe concrete column 1 along the direction parallel to the short side of the wide steel pipe concrete column 1, and the two ends of the inserting plate 6 are connected with the two reinforcing plates 3 Fixed connection.

[0045] like Figure 4 As shown, the wide concrete-filled steel tube column 1 is located in the middle of the building plane, and the wide concrete-filled steel tube column 1 is connected to three steel beams 2 respe...

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Abstract

The invention discloses a beam flange opening weakening type node for connecting a steel beam and a wide concrete filled steel tubular column. According to the beam flange opening weakening type node, upper and lower flanges of the steel beam are fixedly connected with a short edge of the wide concrete-filled steel tubular column through a reinforcing plate and flitch plates, and a web of the steel beam is fixedly connected with the short edge of the wide concrete-filled steel tubular column through a connecting plate; and the wide concrete-filled steel tubular column is located in the middle of a building plane, the three steel beams are fixedly connected with the three side faces, close to the short edges, of the wide concrete-filled steel tubular column through the reinforcing plates and the connecting plates, an inserting plate is vertically inserted into the wide concrete-filled steel tubular column in the direction parallel to the short edges of the wide concrete-filled steel tubular column, and the two ends of the inserting plate are fixedly connected with the two reinforcing plates. The joint structure is easy to machine, convenience is brought to joint manufacturing, and meanwhile the steel consumption of the joint is reduced; the engineering problem that beam-column joints are prone to being damaged at joint welding seams is solved; equipment pipelines can conveniently pass through different floors through the holes in the flanges of the steel beams; and the concrete in the pipe can be ensured to have good pouring quality.

Description

technical field [0001] The invention relates to a beam flange joint connecting a steel beam and a wide steel pipe concrete column, in particular to a beam flange opening weakened joint connecting a steel beam and a wide steel pipe concrete column. Background technique [0002] At present, my country is vigorously promoting the industrialization of construction and housing. Steel structures are better prefabricated building products with extremely superior seismic performance. How to use steel structure in residential system, give full play to the characteristics of steel structure industrialization, and meet the functional requirements of residential buildings is a very important and urgent task [0003] In steel structure residences, excessively large steel column cross-sections will produce convex columns at the four corners of each functional room in the residence, which will affect the use of indoor buildings. Therefore, structural components should be hidden within the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/18E04B1/58
CPCE04B1/185E04B1/58
Inventor 付波童根树庞仙台韩兴珍孙浩
Owner HANGZHOU TONGMSK DESIGN CO LTD
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