CN206220248U - A kind of Column Joint structure - Google Patents
A kind of Column Joint structure Download PDFInfo
- Publication number
- CN206220248U CN206220248U CN201621251360.XU CN201621251360U CN206220248U CN 206220248 U CN206220248 U CN 206220248U CN 201621251360 U CN201621251360 U CN 201621251360U CN 206220248 U CN206220248 U CN 206220248U
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- China
- Prior art keywords
- profile steel
- cantilever section
- column
- steel
- flange plate
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Abstract
The utility model discloses a kind of Column Joint structure, including steel box column and H profile steel beam, the steel box column is internally provided with upper spacer, H profile steel girder cantilever section web and H profile steel girder cantilever section bottom wing listrium are fixed on the steel box column wallboard, the H profile steel girder cantilever section bottom wing listrium is fixedly connected with H profile steel lower flange of girder listrium, the H profile steel girder cantilever section web is fixedly connected with the H profile steel web, four edge of the upper spacer stretch out steel box column wallboard, the edge being connected with H profile steel beam in four edge horizontally outward extends to form H profile steel girder cantilever section top flange plate, the H profile steel girder cantilever section top flange plate is fixedly connected with the H profile steel beam top flange plate.The Column Joint structure causes that H profile steel beam top flange plate stress is continuous, and steel column wallboard is not susceptible to tear failure.
Description
Technical field
The utility model is related to building structure field, more particularly to a kind of Column Joint structure.
Background technology
Steel beam flange plate stress on Long-span Multi-storey Frame steel-frame structure is larger, and the section of steel column is general by stability Calculation control
System, Strength surplus are larger, and the general edge of a wing plate thickness compared with steel box column of thickness of steel beam flange plate is thick.Connect in traditional upper spacer
Connect in mode, local stress is big between the steel column wallboard of girder steel top flange plate and steel column join domain, steel column wallboard occurs vertical
It is stressed, stress state of the level by pulling force so that steel column wallboard is susceptible to tear failure.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of continuous steel frame section of H profile steel beam top flange plate stress
Point structure so that steel column wallboard is not susceptible to tear failure.
The technical solution of the utility model is：A kind of Column Joint structure, including steel box column and H profile steel beam, it is described
Steel box column is internally provided with upper spacer, and H profile steel girder cantilever section web and H profile steel girder cantilever are fixed on the steel box column wallboard
Section bottom wing listrium, the H profile steel girder cantilever section bottom wing listrium is fixedly connected with H profile steel lower flange of girder listrium, the H profile steel girder cantilever
Section web is fixedly connected with the H profile steel web, and four edge of the upper spacer stretch out steel box column wallboard, four edge
In the edge that is connected with H profile steel beam horizontally outward extend to form H profile steel girder cantilever section top flange plate, the H profile steel girder cantilever
Section top flange plate is fixedly connected with the H profile steel beam top flange plate.
The H profile steel girder cantilever section top flange plate is connected with the H profile steel beam top flange plate using full penetration weldering.
The upper spacer is connected with steel box column inside using full penetration weldering.
Connection is welded using full penetration between the H profile steel girder cantilever section bottom wing listrium and the H profile steel lower flange of girder listrium.
The H profile steel girder cantilever section lower flange plate weld is on the steel box column wallboard.
Upper spacer is additionally provided with inside the steel box column.
The utility model proposes Column Joint structure by by upper spacer and H profile steel girder cantilever section top flange plate set
It is fixedly connected with H profile steel beam top flange plate after integral so that H profile steel beam top flange plate stress is continuous, steel column wallboard is difficult hair
Raw tear failure.
Brief description of the drawings
Fig. 1 is the construction profile of the utility model Column Joint structure；
Fig. 2 is the plan that the utility model Column Joint structure is from top to bottom seen；
Fig. 3 is the structure chart that left side is seen from Fig. 2.
Specific embodiment
Such as Fig. 1, the utility model proposes Column Joint structure, including steel box column 10 and H profile steel beam 20, box steel
Post 10 is internally provided with upper spacer 13 and lower clapboard 14, and H profile steel girder cantilever section web 11 and H types are fixed on the wallboard of steel box column 10
Steel girder cantilever section bottom wing listrium 12, H profile steel girder cantilever section bottom wing listrium 12 is arranged on and the corresponding position of lower clapboard 14.This implementation
Middle upper spacer 13 is connected with steel box column 10 using full penetration weldering, and lower clapboard 14 is welded on inside steel box column 10.H profile steel beam hangs
Arm section bottom wing listrium 12 is welded on steel box column wallboard.
H profile steel beam 20 includes H profile steel web 21, H profile steel beam top flange plate 22 and H profile steel lower flange of girder listrium 23, H profile steel
Girder cantilever section web 11 is fixedly connected with H profile steel web 21, H profile steel girder cantilever section bottom wing listrium 23 and H profile steel lower flange of girder edge
Plate 12 is fixedly connected.H profile steel girder cantilever section web 11 is connected with H profile steel web 21 using high-strength bolt 30 in the present embodiment
Connect.It is welded to connect between H profile steel girder cantilever section bottom wing listrium 12 and H profile steel lower flange of girder listrium 23.
Four edge of upper spacer 13 stretch out steel box column wallboard, the edge water being connected with H profile steel beam in four edge
It is flat to stretch out to form H profile steel girder cantilever section top flange plate 131, H profile steel girder cantilever section top flange plate 131 and H profile steel beam upper limb
Listrium 22 is fixedly connected, after being so integrally formed due to upper spacer and H profile steel girder cantilever section top flange plate and H profile steel beam top flange
Plate is fixedly connected, and can cause that H profile steel beam top flange plate stress is continuous.
Welded using full penetration between H profile steel girder cantilever section top flange plate 131 and H profile steel beam top flange plate 22 in the present embodiment
Connection.
Such as Fig. 2, the junction of H profile steel girder cantilever section top flange plate 131 and steel box column 10 sets Horizontal hunche.
Such as Fig. 2 and Fig. 3, horizontally outward extension forms H profile steel beam to three edge in the present embodiment on upper spacer 13 respectively
Cantilever segment top flange plate 131, can support floor support plate, convenient construction.
The utility model proposes Column Joint structure set by by the top flange plate of upper spacer and H profile steel girder cantilever section
It is fixedly connected with H profile steel beam top flange plate after being set to one so that H profile steel beam top flange plate stress is continuous, and steel column wallboard is difficult
Generation tear failure.
Specific embodiment above is only used to illustrate design of the present utility model, and one of ordinary skill in the art exists
Various deformation and change can be made under design of the present utility model, these deformations and change are included in guarantor of the present utility model
Within the scope of shield.
Claims (6)
1. a kind of Column Joint structure, including steel box column and H profile steel beam, the steel box column are internally provided with upper spacer,
H profile steel girder cantilever section web and H profile steel girder cantilever section bottom wing listrium are fixed on the steel box column wallboard, the H profile steel beam hangs
Arm section bottom wing listrium is fixedly connected with H profile steel lower flange of girder listrium, the H profile steel girder cantilever section web and the H profile steel web
It is fixedly connected, it is characterised in that four edge of the upper spacer stretch out steel box column wallboard, with H profile steel beam in four edge
The edge being connected horizontally outward extends to form H profile steel girder cantilever section top flange plate, H profile steel girder cantilever section top flange plate with
The H profile steel beam top flange plate is fixedly connected.
2. Column Joint structure according to claim 1, it is characterised in that the H profile steel girder cantilever section top flange plate
It is connected using full penetration weldering with the H profile steel beam top flange plate.
3. Column Joint structure according to claim 2, it is characterised in that in the upper spacer and the steel box column
Portion connection is welded using full penetration.
4. Column Joint structure according to claim 3, it is characterised in that the H profile steel girder cantilever section bottom wing listrium
It is connected using full penetration weldering between the H profile steel lower flange of girder listrium.
5. Column Joint structure according to claim 4, it is characterised in that the H profile steel girder cantilever section bottom wing listrium
It is welded on the steel box column wallboard.
6. Column Joint structure according to claim 1, it is characterised in that be additionally provided with down inside the steel box column
Dividing plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621251360.XU CN206220248U (en) | 2016-11-22 | 2016-11-22 | A kind of Column Joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621251360.XU CN206220248U (en) | 2016-11-22 | 2016-11-22 | A kind of Column Joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220248U true CN206220248U (en) | 2017-06-06 |
Family
ID=58790862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621251360.XU Active CN206220248U (en) | 2016-11-22 | 2016-11-22 | A kind of Column Joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220248U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113445800A (en) * | 2021-06-29 | 2021-09-28 | 南通装配式建筑与智能结构研究院 | Bearing side separation resisting mechanism system |
| CN114439115A (en) * | 2020-11-06 | 2022-05-06 | 宁波建工工程集团有限公司 | Steel frame beam column connecting structure and connecting method thereof |
-
2016
- 2016-11-22 CN CN201621251360.XU patent/CN206220248U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114439115A (en) * | 2020-11-06 | 2022-05-06 | 宁波建工工程集团有限公司 | Steel frame beam column connecting structure and connecting method thereof |
| CN113445800A (en) * | 2021-06-29 | 2021-09-28 | 南通装配式建筑与智能结构研究院 | Bearing side separation resisting mechanism system |
| CN113445800B (en) * | 2021-06-29 | 2022-12-06 | 南通装配式建筑与智能结构研究院 | Bearing side separation resisting mechanism system |
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