CN207761169U - A kind of profiled section coupled column - Google Patents
A kind of profiled section coupled column Download PDFInfo
- Publication number
- CN207761169U CN207761169U CN201721773561.0U CN201721773561U CN207761169U CN 207761169 U CN207761169 U CN 207761169U CN 201721773561 U CN201721773561 U CN 201721773561U CN 207761169 U CN207761169 U CN 207761169U
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- profiled section
- section coupled
- steel tube
- coupled column
- square steel
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Abstract
The utility model is related to a kind of profiled section coupled columns comprising square steel tube, at least a T-steel and concrete；Wherein, the T-steel is welded in the lateral surface of square steel tube comprising a web and a wing plate；The middle part vertical welding of the wing plate is on web；The web vertical welding is in the lateral surface center of square steel tube；The Concrete Filled is in square steel tube and between wing plate and square steel tube；The concrete is coated on web.The profiled section coupled column of the utility model is compared with the part coupled column that conventional H profile steel column concrete filled is formed, all there is larger rigidity on the strong axis of plane and weak axis both direction, and with many advantages, such as simple in structure, apyrous is good and practical convenient for different occasions.
Description
【Technical field】
The utility model is related to a kind of building elements, and in particular to a kind of profiled section coupled column belongs to assembled architecture
Technical field.
【Background technology】
Steel-concrete part combined member is a kind of new structural members that 1980s Europe proposes,
The basic pattern in section is the fill concrete between the edge of a wing of H profile steel component, and (as shown in Figure 1), this combined member, which has, to be held
Carry the advantages that power is big, rigidity is big, fire resistance is good.
Bending stiffness ratio of the part coupled column that conventional H profile steel component concrete filled is formed in the weak axis direction in section
Strong axis direction is much smaller, and this part coupled column is by being typically weak axis unstability around pillar when axis pressure.In order to meet pillar
The requirement of bearing capacity, it is common practice to increase the flange width of pillar, this may result in the edge of a wing protrusion wall of pillar, shadow
It rings building usable floor area and building is beautiful.
Meanwhile the part composite column structure shape that conventional H profile steel component concrete filled is formed is single, cannot meet not
With the needs of use occasion.
Therefore, existing to overcome in order to solve the above technical problems, it is necessory to provide a kind of profiled section coupled column of innovation
There is the defect in technology.
【Utility model content】
To solve the above problems, the purpose of this utility model is to provide a kind of simple in structure, intensity is high, apyrous it is good and
Convenient for the profiled section coupled column of different occasions practicality.
To achieve the above object, the technical solution that the utility model is taken is：A kind of profiled section coupled column comprising side
Steel pipe, at least a T-steel and concrete；Wherein, the T-steel is welded in the lateral surface of square steel tube comprising a web and
One wing plate；The middle part vertical welding of the wing plate is on web；The web vertical welding is in the lateral surface center of square steel tube；Institute
Concrete Filled is stated in square steel tube and between wing plate and square steel tube；The concrete is coated on web.
The profiled section coupled column of the utility model is further arranged to：It is welded between the lateral surface and wing plate of the square steel tube
It is connected to stirrup, band steel or tie-rod；The stirrup, band steel or tie-rod are embedded in concrete.
The profiled section coupled column of the utility model is further arranged to：The stirrup includes vertical portion and weld part；Institute
State vertical portion and the parallel setting of web；The welding position in the both ends of vertical portion, be welded in square steel tube lateral surface and
On wing plate.
The profiled section coupled column of the utility model is further arranged to：The width of the wing plate and the width phase of square steel tube
Together.
The profiled section coupled column of the utility model is further arranged to：The T-steel specifically there are two settings, welds
In the two neighboring lateral surface of square steel tube, profiled section coupled column is made to be of an L-shaped structure.
The profiled section coupled column of the utility model is further arranged to：The T-steel specifically there are three settings, welds
In three lateral surfaces of square steel tube, make the T-shaped structure of profiled section coupled column.
The profiled section coupled column of the utility model is further arranged to：The T-steel specifically there are four settings, welds
In four lateral surfaces of square steel tube, it is in cross-shaped configuration to make profiled section coupled column.
The profiled section coupled column of the utility model is also configured to：Trepanning on the square steel tube and web.
Compared with prior art, the utility model has the advantages that：
1. the part coupled column that the profiled section coupled column of the utility model is formed with conventional H profile steel column concrete filled
It compares, all there is larger rigidity on the strong axis of plane and weak axis both direction.
2. the web of the profiled section coupled column of the utility model is wrapped up by concrete, web part can remove fire prevention from and apply
Material.
3. the profiled section composite column structure of the utility model is simple, various informative, different use occasions can be met
It needs.
4. the profiled section coupled column of the utility model is easy to make, prefabricated on a large scale convenient for batch production, it is dirty to reduce building
Dye improves construction efficiency.
【Description of the drawings】
Fig. 1 is the sectional view of the H profile steel concrete component of the prior art.
Fig. 2 is the sectional view of the profiled section coupled column first embodiment of the utility model.
Fig. 3 is the sectional view of the profiled section coupled column second embodiment of the utility model.
Fig. 4 is the sectional view of the profiled section coupled column third embodiment of the utility model.
【Specific implementation mode】
It please refers to shown in Figure of description 2 to attached drawing 4, the utility model is a kind of profiled section coupled column, by square steel
A few part compositions of pipe 1, at least a T-steel 2 and concrete 3 etc..
Wherein, the T-steel 2 is welded in the lateral surface of square steel tube 1, is welded by a web 21 and a wing plate 22.
The middle part vertical welding of the wing plate 22 on web 21, width and square steel tube 1 it is of same size, avoid the heteromorphism part from being grouped
Zygostyle exposes wall.22 vertical welding of the web is in the lateral surface center of square steel tube 1.
Attached drawing 2 is the first embodiment of the profiled section coupled column of the utility model, and T-steel 2 is specifically provided with two
It is a, it is welded in the two neighboring lateral surface of square steel tube 1, profiled section coupled column is made to be of an L-shaped structure.
Attached drawing 3 is the second embodiment of the profiled section coupled column of the utility model, and T-steel 2 is specifically provided with three
It is a, three lateral surfaces of square steel tube 1 are welded in, the T-shaped structure of profiled section coupled column is made.
Attached drawing 4 is the third embodiment of the profiled section coupled column of the utility model, and T-steel 2 is specifically provided with four
It is a, four lateral surfaces of square steel tube 1 are welded in, it is in cross-shaped configuration to make profiled section coupled column.
The concrete 3 is filled in square steel tube 1 and between wing plate 22 and square steel tube 1.The concrete 3 is coated on
On web 21,21 part of web can remove fireproof coating from.In trepanning (not shown) on the square steel tube 1 and web 22, with side
Just concrete 3 pouring and circulates.Vertical muscle is may also set up in concrete, to improve bearing capacity.
Further, stirrup 4, band steel or tie-rod are welded between the lateral surface of the square steel tube 1 and wing plate 22.It is described
Stirrup 4, band steel or tie-rod are embedded in concrete 3, to improve the constraint to concrete 3.The stirrup 4 is by 41 He of vertical portion
Weld part 42 is integrally bent to form.The 21 parallel setting of the vertical portion 41 and web；The weld part 42 is located at vertical portion 41
Both ends, be welded on the lateral surface and wing plate 22 of square steel tube 1.
The construction method of the profiled section coupled column of the utility model includes the following steps：
1), be prefabricated in the factory square steel tube 1 and T-steel 2；
2), T-steel 2 is soldered to the lateral surface of square steel tube 1；
3), support template；
4) it, in the interior concrete perfusion 3 between the wing plate 22 of T-steel 1 of square steel tube 2, and is conserved.
Above specific implementation mode is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution, improvement and etc. done within the spirit and principle of work, should be included in this creation protection domain it
It is interior.
Claims (8)
1. a kind of profiled section coupled column, it is characterised in that：Including square steel tube, at least a T-steel and concrete；Wherein, institute
State the lateral surface that T-steel is welded in square steel tube comprising a web and a wing plate；The middle part vertical welding of the wing plate is in web
On；The web vertical welding is in the lateral surface center of square steel tube；The Concrete Filled is in square steel tube and wing plate and side
Between steel pipe；The concrete is coated on web.
2. profiled section coupled column as described in claim 1, it is characterised in that：Between the lateral surface and wing plate of the square steel tube
It is welded with stirrup, band steel or tie-rod；The stirrup, band steel or tie-rod are embedded in concrete.
3. profiled section coupled column as claimed in claim 2, it is characterised in that：The stirrup includes vertical portion and weld part；
The vertical portion and the parallel setting of web；The welding position is welded in the lateral surface of square steel tube in the both ends of vertical portion
On wing plate.
4. profiled section coupled column as described in claim 1, it is characterised in that：The width of the wing plate and the width of square steel tube
It is identical.
5. profiled section coupled column as described in claim 1, it is characterised in that：The T-steel specifically there are two settings, welds
It is connected to the two neighboring lateral surface of square steel tube, profiled section coupled column is made to be of an L-shaped structure.
6. profiled section coupled column as described in claim 1, it is characterised in that：The T-steel specifically there are three settings, welds
Three lateral surfaces of square steel tube are connected to, the T-shaped structure of profiled section coupled column is made.
7. profiled section coupled column as described in claim 1, it is characterised in that：The T-steel specifically there are four settings, welds
Four lateral surfaces of square steel tube are connected to, it is in cross-shaped configuration to make profiled section coupled column.
8. profiled section coupled column as described in claim 1, it is characterised in that：Trepanning on the square steel tube and web.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721773561.0U CN207761169U (en) | 2017-12-19 | 2017-12-19 | A kind of profiled section coupled column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721773561.0U CN207761169U (en) | 2017-12-19 | 2017-12-19 | A kind of profiled section coupled column |
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| Publication Number | Publication Date |
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| CN207761169U true CN207761169U (en) | 2018-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721773561.0U Active CN207761169U (en) | 2017-12-19 | 2017-12-19 | A kind of profiled section coupled column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989265A (en) * | 2017-12-19 | 2018-05-04 | 浙江绿筑集成科技有限公司 | A kind of profiled section coupled column and its construction method |
-
2017
- 2017-12-19 CN CN201721773561.0U patent/CN207761169U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989265A (en) * | 2017-12-19 | 2018-05-04 | 浙江绿筑集成科技有限公司 | A kind of profiled section coupled column and its construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of utility model: A special shaped partial composite column Granted publication date: 20180824 License type: Common License Record date: 20201216 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A special-shaped partially combined column Granted publication date: 20180824 License type: Common License Record date: 20230113 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A type of special-shaped partially combined column Granted publication date: 20180824 License type: Common License Record date: 20230413 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A type of special-shaped partially combined column Granted publication date: 20180824 License type: Common License Record date: 20230421 |