CN206800796U - A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate - Google Patents
A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate Download PDFInfo
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- CN206800796U CN206800796U CN201720435282.7U CN201720435282U CN206800796U CN 206800796 U CN206800796 U CN 206800796U CN 201720435282 U CN201720435282 U CN 201720435282U CN 206800796 U CN206800796 U CN 206800796U
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Abstract
A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate, it is characterised in that including multi-cavity concrete combination column, steel I-beam, side plate, angle steel and stiffener；The web both sides of steel I-beam are respectively welded stiffener and angle steel, and stiffener and angle steel are each perpendicular to the upper lower flange of steel I-beam；The both ends of steel I-beam are provided with multi-cavity concrete combination column, and steel I-beam and multi-cavity concrete combination column pass through plate-side plate welding.The utility model between two multi-cavity steel tube concrete coupled columns by setting steel I-beam, and failure by shear region occurs in girder steel central-web, and energy dissipation capacity is strong, and ductility is good.
Description
Technical field
The utility model belongs to concrete filled steel tube coupled column field, more particularly to a kind of full Multi-cavity steel of the solder type with side plate
Pipe concrete coupled column.
Background technology
Often there is local buckling phenomenon in existing steel column, and bearing capacity and ductility are poor, and traditional is circular or square
Section steel pipe concrete column, it generally can not be surrounded completely by wall, suspension column greatly protrudes house interior, takes certain
The interior space so that furnishings and room arrangement are by a definite limitation；In addition, most of existing concrete column is to construct
Scene is poured, and construction is inconvenient, and the engineering time is longer, so as to the serious influence duration.
Utility model content
The purpose of this utility model is to provide a kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate, solved
Often there is the problems such as local buckling phenomenon, bearing capacity and poor ductility in steel column in the prior art.
To achieve the above object, the utility model uses following technical scheme：
A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate, including multi-cavity concrete combination column, I-steel
Beam, side plate, angle steel and stiffener；The web both sides of steel I-beam are respectively welded stiffener and angle steel, and stiffener and angle steel are equal
Perpendicular to the upper lower flange of steel I-beam；The both ends of steel I-beam are provided with multi-cavity concrete combination column, steel I-beam and more
Chamber concrete combination column passes through plate-side plate welding.
Further, stiffener is welded on steel I-beam end web both sides, stiffener perpendicular to steel I-beam web,
The width of stiffener is no more than steel I-beam edge of a wing one side width；Angle steel is welded between the stiffener at both ends, the right angle of angle steel
Side is identical with steel I-beam edge of a wing one side width, and a right-angle surface of angle steel is welded perpendicular to the web of steel I-beam, per coxostermum
On be welded with two angle steel, and the opening of two angle steel of homonymy is oppositely arranged.
Further, multi-cavity concrete combination column is flat, and thickness is identical with the flange width of steel I-beam；Side plate
One end be respectively welded and be welded in putting more energy into for steel I-beam both sides in the two sides of multi-cavity concrete combination column, the other end of side plate
On plate, angle steel and the edge of a wing.
Further, the height of side plate is more than I-steel depth of beam.
Further, it is perfused with concrete in multi-cavity concrete combination column.
Further, multi-cavity concrete combination column has three chambers.
Further, some horizontal joints or some vertical seams can also be set in the middle part of the web of steel I-beam.
Compared with prior art, the utility model has following technique effect：
The utility model between two multi-cavity steel tube concrete coupled columns by setting steel I-beam, failure by shear region
Occur in girder steel central-web, energy dissipation capacity is strong, and ductility is good.
Steel I-beam and multi-cavity steel tube concrete coupled column of the present utility model can carry out prefabrication and assembly construction, assembling in factory
Change degree is high, and in-site installation need to only position assembling, easy for construction, shortens the engineering time.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model installation diagram；
Fig. 3 is the utility model steel I-beam detail drawing；
Fig. 4 is the utility model side plate installation diagram；
Fig. 5 is structure chart of the utility model with horizontal joint；
Wherein：1st, stiffener；2nd, angle steel；3rd, steel I-beam；4th, multi-cavity concrete combination column；5th, side plate.
Embodiment
The utility model is further illustrated below in conjunction with accompanying drawing：
Refer to shown in Fig. 1 to Fig. 4, a kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate, including multi-cavity
Concrete combination column 4, steel I-beam 3, side plate 5, angle steel 2 and stiffener 1；The web both sides of steel I-beam 3, which are respectively welded, to be added
Strength plate 1 and angle steel 2, stiffener 1 and angle steel 2 are each perpendicular to the upper lower flange of steel I-beam 3；The both ends of steel I-beam 3 are respectively provided with
There is multi-cavity concrete combination column 4, steel I-beam 3 and multi-cavity concrete combination column 4 are welded by side plate 5.
Stiffener 1 is welded on the end web both sides of steel I-beam 3, and stiffener 1 is put more energy into perpendicular to the web of steel I-beam 3
The width of plate 1 is no more than the edge of a wing one side width of steel I-beam 3；Angle steel 2 is welded between the stiffener 1 at both ends, the right angle of angle steel 2
Side is identical with the edge of a wing one side width of steel I-beam 3, and a right-angle surface of angle steel 2 is welded perpendicular to the web of steel I-beam 3, per flank
Two angle steel 2 are welded with plate, and the opening of two angle steel 2 of homonymy is oppositely arranged.
Multi-cavity concrete combination column 4 is flat, and thickness is identical with the flange width of steel I-beam 3；One end of side plate 5
It is respectively welded in the two sides of multi-cavity concrete combination column 4, the other end of side plate 5 is welded in the stiffener of the both sides of steel I-beam 3
1st, on angle steel 2 and the edge of a wing.
The height of side plate 5 is more than the height of steel I-beam 3.
Concrete is perfused with multi-cavity concrete combination column 4.
Multi-cavity concrete combination column 4 has three chambers.
Some horizontal joints or some vertical seams can also be set in the middle part of the web of steel I-beam 3.
Claims (7)
1. a kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate, it is characterised in that including multi-cavity Combined concrete
Post (4), steel I-beam (3), side plate (5), angle steel (2) and stiffener (1)；The web both sides of steel I-beam (3) are respectively welded
Stiffener (1) and angle steel (2), stiffener (1) and angle steel (2) are each perpendicular to the upper lower flange of steel I-beam (3)；Steel I-beam
(3) both ends are provided with multi-cavity concrete combination column (4), and steel I-beam (3) and multi-cavity concrete combination column (4) pass through side plate
(5) weld.
A kind of 2. full multi-cavity steel tube concrete coupled column of the solder type with side plate according to claim 1, it is characterised in that
Stiffener (1) is welded on steel I-beam (3) end web both sides, and stiffener (1) is put more energy into perpendicular to the web of steel I-beam (3)
The width of plate (1) is no more than steel I-beam (3) edge of a wing one side width；Angle steel (2) is welded between the stiffener (1) at both ends, angle
The right-angle side of steel (2) is identical with steel I-beam (3) edge of a wing one side width, and a right-angle surface of angle steel (2) is perpendicular to steel I-beam (3)
Web welding, per being welded with two angle steel (2) on coxostermum, and the opening of two angle steel (2) of homonymy is oppositely arranged.
A kind of 3. full multi-cavity steel tube concrete coupled column of the solder type with side plate according to claim 1, it is characterised in that
Multi-cavity concrete combination column (4) is flat, and thickness is identical with the flange width of steel I-beam (3)；One end of side plate (5) point
The two sides of multi-cavity concrete combination column (4) are not welded in, and the other end of side plate (5) is welded in adding for steel I-beam (3) both sides
On strength plate (1), angle steel (2) and the edge of a wing.
A kind of 4. full multi-cavity steel tube concrete coupled column of the solder type with side plate according to claim 3, it is characterised in that
The height of side plate (5) is more than the height of steel I-beam (3).
A kind of 5. full multi-cavity steel tube concrete coupled column of the solder type with side plate according to claim 1, it is characterised in that
Concrete is perfused with multi-cavity concrete combination column (4).
A kind of 6. full multi-cavity steel tube concrete coupled column of the solder type with side plate according to claim 1, it is characterised in that
Multi-cavity concrete combination column (4) has three chambers.
A kind of 7. full multi-cavity steel tube concrete coupled column of the solder type with side plate according to claim 1, it is characterised in that
Some horizontal joints or some vertical seams can also be set in the middle part of the web of steel I-beam (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720435282.7U CN206800796U (en) | 2017-04-24 | 2017-04-24 | A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720435282.7U CN206800796U (en) | 2017-04-24 | 2017-04-24 | A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate |
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| Publication Number | Publication Date |
|---|---|
| CN206800796U true CN206800796U (en) | 2017-12-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720435282.7U Active CN206800796U (en) | 2017-04-24 | 2017-04-24 | A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106917471A (en) * | 2017-04-24 | 2017-07-04 | 西安建筑科技大学 | A kind of multi-cavity steel tube concrete coupled column of full solder type with side plate |
| CN113356352A (en) * | 2021-06-23 | 2021-09-07 | 中国建筑西北设计研究院有限公司 | Rectangular steel pipe concrete column-H-shaped steel beam trapezoidal plate connecting joint and connecting method |
| CN113356353A (en) * | 2021-06-23 | 2021-09-07 | 中国建筑西北设计研究院有限公司 | Rectangular steel pipe concrete column-H-shaped steel beam supporting type connecting joint and connecting method |
-
2017
- 2017-04-24 CN CN201720435282.7U patent/CN206800796U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106917471A (en) * | 2017-04-24 | 2017-07-04 | 西安建筑科技大学 | A kind of multi-cavity steel tube concrete coupled column of full solder type with side plate |
| CN113356352A (en) * | 2021-06-23 | 2021-09-07 | 中国建筑西北设计研究院有限公司 | Rectangular steel pipe concrete column-H-shaped steel beam trapezoidal plate connecting joint and connecting method |
| CN113356353A (en) * | 2021-06-23 | 2021-09-07 | 中国建筑西北设计研究院有限公司 | Rectangular steel pipe concrete column-H-shaped steel beam supporting type connecting joint and connecting method |
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