CN204139372U - Shear wall structure - Google Patents
Shear wall structure Download PDFInfo
- Publication number
- CN204139372U CN204139372U CN201420586570.9U CN201420586570U CN204139372U CN 204139372 U CN204139372 U CN 204139372U CN 201420586570 U CN201420586570 U CN 201420586570U CN 204139372 U CN204139372 U CN 204139372U
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- CN
- China
- Prior art keywords
- steel
- shear wall
- template
- support column
- main joist
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of shear wall structure, comprise template, template is two, between two templates, steel bushing is installed, steel bushing is two, and be laterally arranged between two templates, steel bushing is provided with banking stop, banking stop is two, main joist is provided with between two steel bushings, main joist is fixed between two steel bushings, laterally crossbeam is provided with in main joist, crossbeam two ends are connected with steel bushing through main joist, the template soffit being positioned at below is provided with support column, steel construction piece is provided with in support column, steel construction piece adopts several steel bar to form, and connected by steady pin between steel bar, steel construction piece top is connected with template through support column, be fixed on bottom it on support column inner bottom surface.This shear wall structure there will not be offset phenomena, and has good steel work and support performance, its supportive can better be concentrated, make it increase support effect, enhance the usability of shear wall.
Description
Technical field
The utility model relates to a kind of wall body structure, particularly a kind of shear wall structure.
Background technology
In the work progress of construction work, the structure such as shrinkage joint and settlement joint is configured in heavy construction to be applied widely.Flourish along with building trade, in construction engineering, in order to meet the needs of building antidetonation, strengthen the rigidity of fabric structure, intensity and shock resistance, usually larger horizontal loading is born by shear wall, and general shear wall is the form of structure with steel concrete, although can play a role, but so just have impact on the support performance of its shear wall, also reduce its structural integrity, if shear wall structure is firm not, just the overall structure of easily impact building, also likely causes the generation of accident time serious.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides one to there will not be offset phenomena, and has good steel work and support performance, the shear wall structure its supportive can better concentrated.
To achieve these goals, the technical solution adopted in the utility model is such: shear wall structure of the present utility model, comprise template, template is two, between two templates, steel bushing is installed, steel bushing is two, and be laterally arranged between two templates, steel bushing is provided with banking stop, banking stop is two, main joist is provided with between two steel bushings, main joist is fixed between two steel bushings, laterally crossbeam is provided with in main joist, crossbeam two ends are connected with steel bushing through main joist, the template soffit being positioned at below is provided with support column, steel construction piece is provided with in support column, steel construction piece adopts several steel bar to form, and connected by steady pin between steel bar, steel construction piece top is connected with template through support column, be fixed on bottom it on support column inner bottom surface.
Further, as a kind of concrete form of structure, template thickness described in the utility model is between five to ten millimeters.
Further, as a kind of concrete form of structure, steel bushing outward opening described in the utility model, and opening part is provided with plugging device.
Further, as a kind of concrete form of structure, support column diameter described in the utility model is between 80 to one hundred two ten millimeters.
Further, as a kind of concrete form of structure, crossbeam described in the utility model adopts Steel material to make.
Compared with prior art, the utility model has the advantage of: this shear wall structure there will not be offset phenomena, and there is good steel work and support performance, its supportive can better be concentrated, make it increase support effect, enhance the usability of shear wall.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. template; 2. steel bushing; 3. banking stop; 4. main joist; 5. crossbeam; 6. support column; 7. steel construction piece.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model shear wall structure as shown in Figure 1, comprise template 1, template 1 is two, between two templates 1, steel bushing 2 is installed, steel bushing 2 is two, and be laterally arranged between two templates 1, steel bushing 2 is provided with banking stop 3, banking stop 3 is two, main joist 4 is provided with between two steel bushings 2, main joist 4 is fixed between two steel bushings 2, laterally crossbeam 5 is provided with in main joist 4, crossbeam 5 two ends are connected with steel bushing 2 through main joist 4, template 1 soffit being positioned at below is provided with support column 6, steel construction piece 7 is provided with in support column 6, steel construction piece 7 adopts several steel bar to form, and connected by steady pin between steel bar, steel construction piece 7 top is connected with template 1 through support column 6, be fixed on support column 6 inner bottom surface bottom it, described template 1 thickness is between five to ten millimeters, described steel bushing 2 outward opening, and opening part is provided with plugging device, described support column 6 diameter is between 80 to one hundred two ten millimeters, described crossbeam 5 adopts Steel material to make.
Shear wall structure of the present utility model there will not be offset phenomena, and has good steel work and support performance, its supportive can better be concentrated, make it increase support effect, enhance the usability of shear wall.Described template 1 thickness, between five to ten millimeters, meets design requirement; Described steel bushing 2 outward opening, and opening part is provided with plugging device, is convenient to steel bushing 2 to carry out shutoff; Described support column 6 diameter is between 80 to one hundred two ten millimeters, and described crossbeam 5 adopts Steel material to make, and support effect is better.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (5)
1. a shear wall structure, comprise template, it is characterized in that: template is two, between two templates, steel bushing is installed, steel bushing is two, and be laterally arranged between two templates, steel bushing is provided with banking stop, banking stop is two, main joist is provided with between two steel bushings, main joist is fixed between two steel bushings, laterally crossbeam is provided with in main joist, crossbeam two ends are connected with steel bushing through main joist, the template soffit being positioned at below is provided with support column, steel construction piece is provided with in support column, steel construction piece adopts several steel bar to form, and connected by steady pin between steel bar, steel construction piece top is connected with template through support column, be fixed on bottom it on support column inner bottom surface.
2. shear wall structure according to claim 1, is characterized in that: described template thickness is between five to ten millimeters.
3. shear wall structure according to claim 1, is characterized in that: described steel bushing outward opening, and opening part is provided with plugging device.
4. shear wall structure according to claim 1, is characterized in that: described support column diameter is between 80 to one hundred two ten millimeters.
5. shear wall structure according to claim 1, is characterized in that: described crossbeam adopts Steel material to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420586570.9U CN204139372U (en) | 2014-10-12 | 2014-10-12 | Shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420586570.9U CN204139372U (en) | 2014-10-12 | 2014-10-12 | Shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204139372U true CN204139372U (en) | 2015-02-04 |
Family
ID=52416069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420586570.9U Expired - Fee Related CN204139372U (en) | 2014-10-12 | 2014-10-12 | Shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204139372U (en) |
-
2014
- 2014-10-12 CN CN201420586570.9U patent/CN204139372U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20150204 Termination date: 20161012 |