CN207761170U - A kind of outer packet portion coupled column of abnormity steel reinforced concrete - Google Patents
A kind of outer packet portion coupled column of abnormity steel reinforced concrete Download PDFInfo
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- CN207761170U CN207761170U CN201721773592.6U CN201721773592U CN207761170U CN 207761170 U CN207761170 U CN 207761170U CN 201721773592 U CN201721773592 U CN 201721773592U CN 207761170 U CN207761170 U CN 207761170U
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Abstract
The utility model is related to packet portion coupled columns outside a kind of special-shaped steel reinforced concrete comprising H profile steel, at least a T-steel and concrete；Wherein, the H profile steel includes H profile steel web, and is arranged on H profile steel web both ends and the vertical H profile steel edge of a wing of H profile steel web and；The T-steel includes a T-steel web and a T-steel edge of a wing；The middle part vertical welding on the T-steel edge of a wing is on T-steel web；The T-steel web vertical welding is on H profile steel web；The Concrete Filled is between the H profile steel edge of a wing and between the T-steel edge of a wing and H profile steel web；The concrete is coated on H profile steel web and T-steel web.The outer packet portion coupled column of the special-shaped steel reinforced concrete 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 outer packet portion coupled column of abnormity steel reinforced concrete,
Belong 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, in order to solve the above technical problems, it is necessory to provide packet portion outside a kind of special-shaped steel reinforced concrete of innovation
Coupled column, to overcome the defect in the prior art.
【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 packet portion coupled column outside the special-shaped steel reinforced concrete of different occasions practicality.
To achieve the above object, the technical solution that the utility model is taken is：A kind of outer packet portion of abnormity steel reinforced concrete
Coupled column comprising H profile steel, at least a T-steel and concrete；Wherein, the H profile steel includes H profile steel web, and setting
On H profile steel web both ends and the vertical H profile steel edge of a wing of H profile steel web and；The T-steel includes a T-steel web and a T-steel
The edge of a wing；The middle part vertical welding on the T-steel edge of a wing is on T-steel web；The T-steel web vertical welding is in H profile steel abdomen
On plate；The Concrete Filled is between the H profile steel edge of a wing and between the T-steel edge of a wing and H profile steel web；The concrete cladding
In on H profile steel web and T-steel web.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：The T-steel is specifically set
There are one setting, T-steel web is welded in the side of H profile steel web, and it is in L to make the outer packet portion coupled column of the abnormity steel reinforced concrete
Type structure.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：The T-steel web and H
Stiffener is welded on shape steel web；Between the stiffener and the H profile steel edge of a wing, between stiffener and the T-steel edge of a wing, stiffener
It is respectively welded stirrup between T-steel web；The stirrup is embedded in concrete.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：The T-steel is specifically set
There are one setting, T-steel web is welded in the middle part of H profile steel web, and it is in T to make the outer packet portion coupled column of the abnormity steel reinforced concrete
Type structure.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：On the H profile steel web
It is welded with stiffener；Between the stiffener and the H profile steel edge of a wing, between H profile steel web and the T-steel edge of a wing, the H profile steel edge of a wing and T
Stirrup is respectively welded between shape steel web；The stirrup is embedded in concrete.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：The T-steel is specifically set
There are two setting, T-steel web is respectively welded in the both sides at the middle part of H profile steel web, makes the abnormity steel reinforced concrete outsourcing portion
It is in cross-shaped configuration to be grouped zygostyle.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：The H profile steel web and T
It is respectively welded stirrup between section steel flange, between T-steel web and the H profile steel edge of a wing；The stirrup is embedded in concrete.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is further arranged to：The infall of the stirrup
It is connected with vertical muscle；The vertical muscle is embedded in concrete.
The outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is also configured to：The H profile steel web and T-steel
Trepanning on web.
Compared with prior art, the utility model has the advantages that：
1. the outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model and conventional H profile steel column concrete filled shape
At part coupled column compare, on the strong axis of plane and weak axis both direction all have larger rigidity.
2. the web of the outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is wrapped up by concrete, web part
Fireproof coating can be removed from.
3. the outer packet portion composite column structure of the special-shaped steel reinforced concrete of the utility model is simple, various informative, can meet
The needs of different use occasions.
4. the outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model is easy to make, pre- on a large scale convenient for batch production
System reduces pollution form construction, 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 outer packet portion coupled column first embodiment of special-shaped steel reinforced concrete of the utility model.
Fig. 3 is the sectional view of the outer packet portion coupled column second embodiment of special-shaped steel reinforced concrete of the utility model.
Fig. 4 is the sectional view of the outer packet portion coupled column third embodiment of special-shaped steel reinforced concrete 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 outer packet portion group of special-shaped steel reinforced concrete
Zygostyle, by H profile steel 1, at least several parts such as a T-steel 2 and concrete 3 form.
Wherein, the H profile steel 1 is by H profile steel web 11, and setting is in 11 both ends of H profile steel web and and H profile steel web 11
The vertical H profile steel edge of a wing 12 is welded.
The T-steel 2 is welded by a T-steel web 21 and a T-steel edge of a wing 22.In the T-steel edge of a wing 22
Portion's vertical welding is on T-steel web 21, and 21 vertical welding of T-steel web is on H profile steel web 21.
The concrete is filled out 3 and is filled between the H profile steel edge of a wing 12 and between the T-steel edge of a wing 22 and H profile steel web 11.Institute
It states concrete 3 to be coated on H profile steel web 11 and T-steel web 21, in this way, H profile steel web 11 and 21 part of T-steel web can
To remove fireproof coating from.In trepanning (not shown) on the H profile steel web 11 and T-steel web 21, to facilitate pouring for concrete 3
It builds and circulates.
Attached drawing 2 is the first embodiment of the outer packet portion coupled column of special-shaped steel reinforced concrete of the utility model, T-steel
There are one 2 specific settings, and T-steel web 21 is welded in the side of H profile steel web 11, makes the abnormity steel reinforced concrete outsourcing portion
Grouping zygostyle is of an L-shaped structure.
It is welded with stiffener 4 on the T-steel web 21 and H profile steel web 11, to improve the structural strength of coupled column；Institute
It states between stiffener 4 and the H profile steel edge of a wing 21, between stiffener 4 and the T-steel edge of a wing 22, between stiffener 4 and T-steel web 21
It is respectively welded stirrup 5.The stirrup 5 is embedded in concrete 3, to improve the constraint to concrete 3.
Attached drawing 3 is the second embodiment of the outer packet portion coupled column of special-shaped steel reinforced concrete of the utility model, T-steel
There are one 2 specific settings, and T-steel web 21 is welded in the middle part of H profile steel web 11, makes the abnormity steel reinforced concrete outsourcing portion
It is grouped the T-shaped structure of zygostyle.
It is welded with stiffener 4 on the H profile steel web 11；Between the stiffener 4 and the H profile steel edge of a wing 21, H profile steel web
It is respectively welded stirrup 5 between 11 and the T-steel edge of a wing 22, between the H profile steel edge of a wing 12 and T-steel web 21.The stirrup 5 is embedded
In concrete 3, to improve the constraint to concrete 3.
Attached drawing 4 is the second embodiment of the outer packet portion coupled column of special-shaped steel reinforced concrete of the utility model, T-steel
There are two 2 specific settings, and T-steel web 21 is respectively welded in the both sides at the middle part of H profile steel web 11, keeps the abnormity reinforcing bar mixed
The solidifying outer packet portion coupled column of soil is in cross-shaped configuration.
It is respectively welded between the H profile steel web 11 and the T-steel edge of a wing 22, between T-steel web 21 and the H profile steel edge of a wing 12
There is stirrup 5.The stirrup 5 is embedded in concrete 3, to improve the constraint to concrete 3.
In above-mentioned three kinds of embodiments, the infall of the stirrup 5 is connected with vertical muscle 6；The vertical muscle 6 is embedded in concrete
In 3.By the way that the vertical muscle 6 is arranged, the load-bearing capacity of the coupled column can be made big, and be avoided that the concrete cracking of corner.
The construction method of the outer packet portion coupled column of the special-shaped steel reinforced concrete of the utility model includes the following steps：
1) H profile steel that, is prefabricated in the factory 1 and T-steel 2；
2), T-steel 2 is soldered on the web 11 of H profile steel 1；
3) stiffener 4, stirrup 5 and vertical muscle 6, are welded；
4), support template；
5), concrete perfusion 3 between the H profile steel edge of a wing 12 and between the T-steel edge of a wing 22 and H profile steel web 11, and carry out
Maintenance.
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 (9)
1. a kind of outer packet portion coupled column of abnormity steel reinforced concrete, it is characterised in that：Including H profile steel, an at least T-steel and mixed
Solidifying soil；Wherein, the H profile steel includes H profile steel web, and is arranged in H profile steel web both ends and and the vertical H of H profile steel web
Section steel flange；The T-steel includes a T-steel web and a T-steel edge of a wing；The middle part vertical welding on the T-steel edge of a wing is in T
On shape steel web；The T-steel web vertical welding is on H profile steel web；The Concrete Filled between the H profile steel edge of a wing, with
And between the T-steel edge of a wing and H profile steel web；The concrete is coated on H profile steel web and T-steel web.
2. the outer packet portion coupled column of abnormity steel reinforced concrete as described in claim 1, it is characterised in that：The T-steel is specific
There are one settings, and T-steel web is welded in the side of H profile steel web, makes the outer packet portion coupled column of the abnormity steel reinforced concrete
It is of an L-shaped structure.
3. the outer packet portion coupled column of abnormity steel reinforced concrete as claimed in claim 2, it is characterised in that：The T-steel web
It is welded with stiffener on H profile steel web；Between the stiffener and the H profile steel edge of a wing, between stiffener and the T-steel edge of a wing, plus
It is respectively welded stirrup between strength plate and T-steel web；The stirrup is embedded in concrete.
4. the outer packet portion coupled column of abnormity steel reinforced concrete as described in claim 1, it is characterised in that：The T-steel is specific
There are one settings, and T-steel web is welded in the middle part of H profile steel web, makes the outer packet portion coupled column of the abnormity steel reinforced concrete
T-shaped structure.
5. the outer packet portion coupled column of abnormity steel reinforced concrete as claimed in claim 4, it is characterised in that：The H profile steel web
On be welded with stiffener；Between the stiffener and the H profile steel edge of a wing, between H profile steel web and the T-steel edge of a wing, the H profile steel edge of a wing and
It is respectively welded stirrup between T-steel web；The stirrup is embedded in concrete.
6. the outer packet portion coupled column of abnormity steel reinforced concrete as described in claim 1, it is characterised in that：The T-steel is specific
There are two settings, and T-steel web is respectively welded in the both sides at the middle part of H profile steel web, makes the abnormity steel reinforced concrete outsourcing
Part coupled column is in cross-shaped configuration.
7. the outer packet portion coupled column of abnormity steel reinforced concrete as claimed in claim 6, it is characterised in that：The H profile steel web
It is respectively welded stirrup between the T-steel edge of a wing, between T-steel web and the H profile steel edge of a wing；The stirrup is embedded in concrete
In.
8. the outer packet portion coupled column of special-shaped steel reinforced concrete as described in claim 3 or 5 or 7, it is characterised in that：The hoop
The infall of muscle is connected with vertical muscle；The vertical muscle is embedded in concrete.
9. the outer packet portion coupled column of abnormity steel reinforced concrete as described in claim 1, it is characterised in that：The H profile steel web
With trepanning on T-steel web.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721773592.6U CN207761170U (en) | 2017-12-19 | 2017-12-19 | A kind of outer packet portion coupled column of abnormity steel reinforced concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721773592.6U CN207761170U (en) | 2017-12-19 | 2017-12-19 | A kind of outer packet portion coupled column of abnormity steel reinforced concrete |
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| Publication Number | Publication Date |
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| CN207761170U true CN207761170U (en) | 2018-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721773592.6U Active CN207761170U (en) | 2017-12-19 | 2017-12-19 | A kind of outer packet portion coupled column of abnormity steel reinforced concrete |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005306A (en) * | 2017-12-19 | 2018-05-08 | 浙江绿筑集成科技有限公司 | Packet portion coupled column and its construction method outside a kind of abnormity steel reinforced concrete |
-
2017
- 2017-12-19 CN CN201721773592.6U patent/CN207761170U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005306A (en) * | 2017-12-19 | 2018-05-08 | 浙江绿筑集成科技有限公司 | Packet portion coupled column and its construction method outside a kind of abnormity steel reinforced concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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 steel reinforced concrete encased partial composite column Granted publication date: 20180824 License type: Common License Record date: 20201216 |
|
| 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 kind of special-shaped steel reinforced concrete wrapped partial composite column Granted publication date: 20180824 License type: Common License Record date: 20230113 |
|
| 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 composite column with irregular steel reinforced concrete outer covering Granted publication date: 20180824 License type: Common License Record date: 20230413 |
|
| 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 composite column with irregular steel reinforced concrete outer covering Granted publication date: 20180824 License type: Common License Record date: 20230421 |
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| EE01 | Entry into force of recordation of patent licensing contract |