CN207194224U - One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction - Google Patents
One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction Download PDFInfo
- Publication number
- CN207194224U CN207194224U CN201721096326.4U CN201721096326U CN207194224U CN 207194224 U CN207194224 U CN 207194224U CN 201721096326 U CN201721096326 U CN 201721096326U CN 207194224 U CN207194224 U CN 207194224U
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- CN
- China
- Prior art keywords
- flat steel
- steel pipe
- bracing piece
- shear wall
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model proposes one kind to wear muscle anchoring concrete-filled steel tube shear wall fabricated construction, to solve the problems, such as that shear wall construction complex procedures, anti-deformation are poor in the prior art, adaptability is not wide, including Flat steel pipe, in the side wall of Flat steel pipe bracing piece is provided with quincunx, concrete has been poured in the internal cavities of Flat steel pipe, the bracing piece is peg, and the connected mode of Flat steel pipe and bracing piece is welding；The bracing piece is Ribbed Bar, and the connected mode of Flat steel pipe and bracing piece is welding；The bracing piece is rivet, and the connected mode of Flat steel pipe and bracing piece is staking；The utility model directly carries out the welding of bracing piece and Flat steel pipe in Flat steel pipe processing factory, pouring for concrete is directly carried out after prefabricated Flat steel pipe is installed in building-site, Flat steel pipe can improve its scope of application also to intercept suitable length according to construction requirement.
Description
Technical field
Technical field of structural engineering is the utility model is related to, one kind is particularly related to and wears muscle anchoring concrete-filled steel tube shear wall dress
With formula structure.
Background technology
Under horizontal loads, in ratio increase, this will for the horizontal displacement on structure summit and the biquadratic of structure height
Ask skyscraper to need larger lateral rigidity, make the relative storey displacement under horizontal loads within the scope of as defined in specification.
To realize this target, Frame-Shear Wall or Frame-Shear wall system have turned into general in high level, high-rise building at present
All over the structural system used.To ensure the ductility and deformability of armored concrete and Core Walls Structure, generally use has excellent anti-
The steel-concrete compound shear wall of shock stability.
In the recent period, country determines to greatly develop assembled architecture, and assembling type steel structure building has that energy consumption is low, building waste
Less, the advantage such as short construction period, it is a kind of green building for meeting sustainable development.And in steel building, shear wall one
As need to carry out template to set up colligation with reinforcing bar, on-site construction processes are numerous and diverse, and construction speed is slow.
The content of the invention
The utility model proposes one kind to wear muscle anchoring concrete-filled steel tube shear wall fabricated construction, solves in the prior art
The problem of shear wall construction complex procedures, anti-deformation are poor, adaptability is not wide.
What the technical solution of the utility model was realized in：
One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, including Flat steel pipe, is in plum in the side wall of Flat steel pipe
Flower-shape is provided with bracing piece, and concrete has been poured in the internal cavities of Flat steel pipe.
The bracing piece is peg, and the connected mode of Flat steel pipe and bracing piece is welding.
The bracing piece is Ribbed Bar, and the connected mode of Flat steel pipe and bracing piece is welding.
The bracing piece is rivet, and the connected mode of Flat steel pipe and bracing piece is staking.
The shear wall is L-type, and shear wall is welded to form by two Flat steel pipes and L parts.
The shear wall is T-shaped, and shear wall is welded to form by three Flat steel pipes and steel plate.
The shear wall is cross, and shear wall is welded to form by four Flat steel pipes.
Bracing piece of the present utility model can strengthen the connection of concrete and Flat steel pipe, Flat steel pipe and concrete is fully sent out
Wave the advantages of respective, and then improve bearing capacity, ductility and the deformability of shear wall；The utility model is processed at the construction field (site)
When do not need supporting module and assembling reinforcement, only need to carry out pouring for concrete in the cavity of Flat steel pipe, so as to simplify construct
Process, accelerating construction progress；The utility model on-site construction processes are simple, easy for installation, and section form is various, built in steel construction
It is applied widely in building.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is a kind of schematic diagram worn when muscle anchoring concrete-filled steel tube shear wall fabricated construction is L-type；
Fig. 2 is a kind of schematic diagram worn when muscle anchoring concrete-filled steel tube shear wall fabricated construction is T-shaped；
Fig. 3 is a kind of schematic diagram worn when muscle anchoring concrete-filled steel tube shear wall fabricated construction is cross；
Fig. 4 is the front view of Flat steel pipe；
Fig. 5 is A-A sectional views of Fig. 4 when bracing piece is peg；
Fig. 6 is A-A sectional views of Fig. 4 when bracing piece is Ribbed Bar；
Fig. 7 is A-A sectional views of Fig. 4 when bracing piece is rivet.
In figure：1st, Flat steel pipe 2, bracing piece 3, concrete 4, L parts 5, steel plate.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is paid
The every other embodiment obtained, belong to the scope of the utility model protection.
Embodiment 1
As shown in Fig. 1,4,5, the utility model embodiment provides one kind and wears muscle anchoring concrete-filled steel tube shear wall assembling
Formula structure, including Flat steel pipe 1, bracing piece 2 is provided with quincunx in the side wall of Flat steel pipe 1, is poured in the internal cavities of Flat steel pipe 1
Concrete 3 is built.
The bracing piece 2 is peg, and the connected mode of Flat steel pipe 1 and bracing piece 2 is welding.
The shear wall is L-type, and shear wall is welded to form by two Flat steel pipes 1 and L parts 4.
The utility model directly carries out the welding of bracing piece 2 and Flat steel pipe 1 in Flat steel pipe processing factory, pacifies in building-site
Pouring for concrete is directly carried out after filling prefabricated Flat steel pipe, two Flat steel pipes 1 of L-type shear wall can be according to construction requirement
Suitable length is intercepted, improves its scope of application.
Embodiment 2
As shown in Fig. 2,4,6, the utility model embodiment provides one kind and wears muscle anchoring concrete-filled steel tube shear wall assembling
Formula structure, including Flat steel pipe 1, bracing piece 2 is provided with quincunx in the side wall of Flat steel pipe 1, is poured in the internal cavities of Flat steel pipe 1
Concrete 3 is built.
The bracing piece 2 is Ribbed Bar, and the connected mode of Flat steel pipe 1 and bracing piece 2 is welding.
The shear wall is T-shaped, and shear wall is welded to form by three Flat steel pipes 1 and steel plate 5.
The utility model directly carries out the welding of bracing piece 2 and Flat steel pipe 1 in Flat steel pipe processing factory, pacifies in building-site
Pouring for concrete is directly carried out after filling prefabricated Flat steel pipe, three Flat steel pipes 1 of T-shaped shear wall can be according to construction requirement
Suitable length is intercepted, improves its scope of application.
Embodiment 3
As shown in Fig. 3,4,7, the utility model embodiment provides one kind and wears muscle anchoring concrete-filled steel tube shear wall assembling
Formula structure, including Flat steel pipe 1, bracing piece 2 is provided with quincunx in the side wall of Flat steel pipe 1, is poured in the internal cavities of Flat steel pipe 1
Concrete 3 is built.
The bracing piece 2 is rivet, and the connected mode of Flat steel pipe 1 and bracing piece 2 is staking.
The shear wall is cross, and shear wall is welded to form by four Flat steel pipes 1.
The staking assembling that the utility model directly carries out bracing piece 2 and Flat steel pipe 1 in Flat steel pipe processing factory, shows in building site
Field directly carries out pouring for concrete after installing prefabricated Flat steel pipe, and four Flat steel pipes 1 of cross shear wall can basis
Construction requirement intercepts suitable length, improves its scope of application.
Embodiment 4
As shown in Fig. 3-7, the utility model embodiment provides one kind and wears muscle anchoring concrete-filled steel tube shear wall assembled
Structure, including Flat steel pipe 1, bracing piece 2 is provided with quincunx in the side wall of Flat steel pipe 1, is poured in the internal cavities of Flat steel pipe 1
There is concrete 3.
The bracing piece 2 is peg, and the connected mode of Flat steel pipe 1 and bracing piece 2 is welding.
The bracing piece 2 is Ribbed Bar, and the connected mode of Flat steel pipe 1 and bracing piece 2 is welding.
The bracing piece 2 is rivet, and the connected mode of Flat steel pipe 1 and bracing piece 2 is staking.
The shear wall is cross, and shear wall is welded to form by four Flat steel pipes 1.
The staking assembling that the utility model directly carries out bracing piece 2 and Flat steel pipe 1 in Flat steel pipe processing factory, shows in building site
Field directly carries out pouring for concrete after installing prefabricated Flat steel pipe, the interior setting of four Flat steel pipes 1 of cross shear wall
Bracing piece 2 in any combination, for example can set peg in the Flat steel pipe of horizontal edge, Ribbed Bar is set in the Flat steel pipe of vertical edge；Ten
Four Flat steel pipes 1 of I-shaped shear wall can intercept suitable length according to construction requirement, improve its scope of application.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in
Protection domain within.
Claims (7)
1. one kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is characterised in that：Including Flat steel pipe（1）, Flat steel pipe
（1）Side wall on be provided with bracing piece in quincunx（2）, Flat steel pipe（1）Internal cavities in poured concrete（3）.
2. one kind according to claim 1 wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is characterised in that：Institute
State bracing piece（2）For peg, Flat steel pipe（1）And bracing piece（2）Connected mode for welding.
3. one kind according to claim 1 wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is characterised in that：Institute
State bracing piece（2）For Ribbed Bar, Flat steel pipe（1）And bracing piece（2）Connected mode for welding.
4. one kind according to claim 1 wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is characterised in that：Institute
State bracing piece（2）For rivet, Flat steel pipe（1）And bracing piece（2）Connected mode be staking.
5. one kind according to any one of claim 1-4 wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is special
Sign is：The shear wall is L-type, and shear wall is by two Flat steel pipes（1）With L parts（4）It is welded to form.
6. one kind according to any one of claim 1-4 wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is special
Sign is：The shear wall is T-shaped, and shear wall is by three Flat steel pipes（1）And steel plate（5）It is welded to form.
7. one kind according to any one of claim 1-4 wears muscle anchoring concrete-filled steel tube shear wall fabricated construction, it is special
Sign is：The shear wall is cross, and shear wall is by four Flat steel pipes（1）It is welded to form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721096326.4U CN207194224U (en) | 2017-08-30 | 2017-08-30 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721096326.4U CN207194224U (en) | 2017-08-30 | 2017-08-30 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207194224U true CN207194224U (en) | 2018-04-06 |
Family
ID=61795650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721096326.4U Expired - Fee Related CN207194224U (en) | 2017-08-30 | 2017-08-30 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207194224U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558631A (en) * | 2017-08-30 | 2018-01-09 | 中建七局安装工程有限公司 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
| CN109944362A (en) * | 2019-04-09 | 2019-06-28 | 河南绿建建筑科技有限公司 | T-steel and threaded sleeve assembly and connection formula steel concrete compound tube T-type node |
-
2017
- 2017-08-30 CN CN201721096326.4U patent/CN207194224U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558631A (en) * | 2017-08-30 | 2018-01-09 | 中建七局安装工程有限公司 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
| CN109944362A (en) * | 2019-04-09 | 2019-06-28 | 河南绿建建筑科技有限公司 | T-steel and threaded sleeve assembly and connection formula steel concrete compound tube T-type node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180406 |