CN208280380U - A kind of reinforced steel frame shear wall structure - Google Patents
A kind of reinforced steel frame shear wall structure Download PDFInfo
- Publication number
- CN208280380U CN208280380U CN201820874556.7U CN201820874556U CN208280380U CN 208280380 U CN208280380 U CN 208280380U CN 201820874556 U CN201820874556 U CN 201820874556U CN 208280380 U CN208280380 U CN 208280380U
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- CN
- China
- Prior art keywords
- vierendeel girder
- steel plate
- connection element
- frame column
- frame
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Abstract
The utility model discloses a kind of reinforced steel frame shear wall structures, Vierendeel girder and frame column including interconnection, it is connected between Vierendeel girder and frame column by triangle connection element, several steel plate walls are equipped with inside Vierendeel girder and frame column, it is connected between steel plate wall by horizontal connector, horizontal connector is connected on Vierendeel girder by vertical connector, and steel plate wall is connected to composition amount of deflection dispersed structure on triangle connection element by skewed horizontal load.The utility model passes through setting triangle connection element, and several steel plate walls are provided in the rectangle frame that Vierendeel girder and frame column are formed, and it is linked together by horizontal connector and vertical connector, realize the purpose of dispersion buckling, so that the fastness and structural stability of the utility model are higher, technical field of civil engineering can be widely applied to.
Description
Technical field
The utility model relates to technical field of civil engineering, in particular to a kind of reinforced steel frame shear wall structures.
Background technique
Currently, gradually decreasing with room area for building, builder is gradually partial to build when carrying out the planning of floor
The higher and higher design of number of floor levels is built, therefore, this has very big intensity requirement to the structure of building bearing wall and shear wall.Mesh
Very big problem existing for preceding shear wall structure is the buckling being subject to cannot to spread out well, and the structure of steel frame is deposited
Very big problem be that Vierendeel girder and frame column cannot be firmly combined together, bearing capacity cannot spread out well, because
This causes the excessive problem of local pressure, the serious generation for leading to certain accident.
Utility model content
In view of the above problems, the utility model proposes it is a kind of will be together with the firm connection of Vierendeel girder and frame column and can be real
Its existing reinforced steel frame shear wall structure for dispersing buckling function.
Technical solution provided by the utility model are as follows: a kind of reinforced steel frame shear wall structure, including interconnection
Vierendeel girder and frame column are connected between the Vierendeel girder and frame column by triangle connection element, in the Vierendeel girder and frame column
Portion is equipped with several steel plate walls, is connected between the steel plate wall by horizontal connector, the horizontal connector by connecting vertically
Part is connected on Vierendeel girder, and the steel plate wall is connected to composition amount of deflection dispersed structure on triangle connection element by skewed horizontal load.
Optimally, the triangle connection element includes set square and several fastening screws across set square, the fastening spiral shell
It is screwed on Vierendeel girder and frame column after following closely the through-hole being each passed through on set square.
Optimally, the triangle connection element is separately positioned on the two sides of Vierendeel girder and frame column.
Optimally, the steel plate wall is set as rectangular configuration, during the skewed horizontal load is connected to steel plate wall side and is located at
Point position；The both ends for connecting the horizontal connector of two steel plate walls are connected to the midpoint of steel plate wall, and described
Vertical connector one end is connected to the medium position of horizontal connector, the other end be connected to lower frame set a roof beam in place on middle position.
Optimally, the skewed horizontal load is fixed on triangle connection element by welding procedure.
The utility model compared with prior art the advantages of be: (1) realized by setting triangle connection element by frame
Function of the beam together with frame column firm connection, stability are stronger；(2) it is set in the rectangle frame that Vierendeel girder and frame column form
Several steel plate walls are set, and steel plate wall is connected to the corner location of rectangle frame by skewed horizontal load；It is provided between steel plate wall
Horizontal connector and vertical connector have dispersed the buckling that the different directions that rectangle frame is subject to generate well, have improved its work
Make stability.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of reinforced steel frame shear wall；
Fig. 2 is a kind of structural schematic diagram of reinforced steel frame shear wall intermediate cam connecting plate.
In figure: 1, Vierendeel girder, 2, frame column, 3, triangle connection element, 301, set square, 301a, through-hole, 302, fastening spiral shell
Nail, 4, steel plate wall, 5, horizontal connector, 6, vertical connector, 7, skewed horizontal load.
Specific embodiment
The following describes the utility model in further detail with reference to the accompanying drawings.
In conjunction with attached drawing 1~2, a kind of reinforced steel frame shear wall structure, Vierendeel girder 1 and frame column including interconnection
2, it is connected between Vierendeel girder 1 and frame column 2 by triangle connection element 3, several steel plate walls is equipped with inside Vierendeel girder 1 and frame column 2
4, it is connected by horizontal connector 5 between steel plate wall 4, horizontal connector 5 is connected on Vierendeel girder 1 by vertical connector 6, and
Steel plate wall 4 is connected to composition buckling dispersed structure on triangle connection element 3 by skewed horizontal load 7.
In order to overcome in the prior art about the connection instability problem between Vierendeel girder 1 and frame column 2, in Vierendeel girder
It is provided with the triangle connection element 3 for improving the two connective stability between 1 and frame column 2, and is formed in Vierendeel girder 1 and frame column 2
Rectangle frame inside be provided with steel plate wall 4, steel plate wall 4 is connected to the corner location of rectangle frame by skewed horizontal load 7, both played
The purpose of its stability is improved, and its purpose about dispersion buckling may be implemented, improves its stability in use.
When carrying out triangle connection element 3 the materialization design in structure, triangle connection element 3 is designed as to include set square
301 and across set square 301 several fastening screws 302, fastening screw 302 is each passed through the through-hole 301a on set square 301
After be screwed on Vierendeel girder 1 and frame column 2.
In order to enable the Vierendeel girder 1 and frame column 2 in the utility model connect stronger, triangle connection element 3 is distinguished
The two sides of Vierendeel girder 1 and frame column 2 are set, the reinforced fixation from two sides to Vierendeel girder 1 and frame column 2 is played.
As the prioritization scheme of the utility model, steel plate wall 4 is set as rectangular configuration, and skewed horizontal load 7 is connected to steel plate wall 4
Side and located approximately at a midpoint；The both ends for connecting the horizontal connector 5 of two steel plate walls 4 are connected to the midpoint of steel plate wall 4
Position, and 6 vertical connector one end are connected to the medium position of horizontal connector 5, the other end is connected to the centre on Vierendeel girder 1
Position.
In specific processing, skewed horizontal load 7 is fixed on triangle connection element 3 by welding procedure.
In conclusion the utility model compared with prior art the advantages of be: (1) by setting triangle connection element come real
Now the function by Vierendeel girder together with frame column firm connection, stability are stronger；(2) square formed in Vierendeel girder and frame column
Several steel plate walls are provided in shape frame, and steel plate wall is connected to the corner location of rectangle frame by skewed horizontal load, steel plate wall it
Between be provided with horizontal connector and vertical connector, dispersed the various bucklings that rectangle frame is subject to well, it is steady to improve its work
It is qualitative.
The utility model and embodiments thereof are described above, this description is no restricted, shown in attached drawing
Be also one of the embodiments of the present invention, actual structure is not limited to this.All in all if this field
Those of ordinary skill is enlightened by it, without deviating from the purpose of the present invention, not inventively design with
The similar frame mode of the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (5)
1. a kind of reinforced steel frame shear wall structure, Vierendeel girder and frame column including interconnection, which is characterized in that described
It is connected between Vierendeel girder and frame column by triangle connection element, several steel plate walls, institute is equipped with inside the Vierendeel girder and frame column
It states and is connected between steel plate wall by horizontal connector, the horizontal connector is connected on Vierendeel girder by vertical connector, and
The steel plate wall is connected to composition amount of deflection dispersed structure on triangle connection element by skewed horizontal load.
2. a kind of reinforced steel frame shear wall structure according to claim 1, which is characterized in that the triangle connection element
Including set square and across several fastening screws of set square, the fastening screw is spirally connected after being each passed through the through-hole on set square
On Vierendeel girder and frame column.
3. a kind of reinforced steel frame shear wall structure according to claim 2, which is characterized in that the triangle connection element
It is separately positioned on the two sides of Vierendeel girder and frame column.
4. a kind of reinforced steel frame shear wall structure according to claim 1, which is characterized in that the steel plate wall setting
For rectangular configuration, the skewed horizontal load is connected to steel plate wall side and located approximately at a midpoint；Connect the water of two steel plate walls
The both ends of flushconnection part are connected to the midpoint of steel plate wall, and described vertical connector one end is connected to horizontal connector
Medium position, the other end is connected to the middle position on Vierendeel girder.
5. a kind of reinforced steel frame shear wall structure according to any one of claims 1 to 4, which is characterized in that described
Skewed horizontal load is fixed on triangle connection element by welding procedure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820874556.7U CN208280380U (en) | 2018-06-07 | 2018-06-07 | A kind of reinforced steel frame shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820874556.7U CN208280380U (en) | 2018-06-07 | 2018-06-07 | A kind of reinforced steel frame shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208280380U true CN208280380U (en) | 2018-12-25 |
Family
ID=64706006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820874556.7U Expired - Fee Related CN208280380U (en) | 2018-06-07 | 2018-06-07 | A kind of reinforced steel frame shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208280380U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206368A (en) * | 2019-06-03 | 2019-09-06 | 西安建筑科技大学 | One kind is more across the control anti-buckling central support structure of power |
| CN110374258A (en) * | 2019-08-02 | 2019-10-25 | 张藏柳 | A kind of wood siding wall with repairing resistance to compression support function |
-
2018
- 2018-06-07 CN CN201820874556.7U patent/CN208280380U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206368A (en) * | 2019-06-03 | 2019-09-06 | 西安建筑科技大学 | One kind is more across the control anti-buckling central support structure of power |
| CN110374258A (en) * | 2019-08-02 | 2019-10-25 | 张藏柳 | A kind of wood siding wall with repairing resistance to compression support function |
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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 |
Granted publication date: 20181225 Termination date: 20190607 |
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| CF01 | Termination of patent right due to non-payment of annual fee |