CN204919856U - Structure is supported in steel construction belleville spring power consumption for building - Google Patents
Structure is supported in steel construction belleville spring power consumption for building Download PDFInfo
- Publication number
- CN204919856U CN204919856U CN201520696961.0U CN201520696961U CN204919856U CN 204919856 U CN204919856 U CN 204919856U CN 201520696961 U CN201520696961 U CN 201520696961U CN 204919856 U CN204919856 U CN 204919856U
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- CN
- China
- Prior art keywords
- belleville spring
- shaped steel
- disk spring
- building
- flange
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a structure is supported in steel construction belleville spring power consumption for building, including last shaped steel and lower shaped steel, go up the shaped steel end and has welded the flange, the lower flange has been welded on lower shaped steel top, screw fixedly connected with belleville spring between last flange and lower flange, belleville spring by a belleville spring and the 2nd belleville spring to setting up jointly and being continuous by the bolt fastening, the bolt is fastened by first nut and second nut after passing a belleville spring and the 2nd belleville spring. The utility model discloses the seismic energy that can initiatively dissipate when seismic action reduces the destruction of major structure, lightens the loss that the earthquake brought, and simple manufacture, adjustment tear open and trade the convenience.
Description
Technical field
The utility model relates to a kind of disk spring energy dissipation brace structure, and especially a kind of disk spring energy dissipation brace structure of steel building, belongs to steel building design field.
Background technology
Steel building is a kind of novel building system, compared to traditional concrete construction, use steel plate or shaped steel to substitute steel concrete, intensity is higher, and can batch production make due to component, in-site installation, greatly reduce the duration, and steel can reuse, and decrease building waste, environmental protection more, can be widely used in industrial construction and civilian construction.But the shock resistance of such building is not still fine, and when earthquake occurs, earth shock will cause the earthquake response of structure, basis will be consolidated in the building on ground, and its earthquake response is along highly successively amplifying from top to bottom.There is great destruction by causing the main body load-carrying members of structure in excessive earthquake response, causes huge loss.
Utility model content
For solving the problems of the technologies described above, the utility model provides a kind of disk spring energy dissipation brace structure of steel building, can active dissipation seismic energy when earthquake occurs, and the destruction of reduction agent structure, alleviates the loss that earthquake brings.
For achieving the above object, the technical solution of the utility model is: a kind of disk spring energy dissipation brace structure of steel building, comprise shaped steel and lower shaped steel, upper shaped steel end is welded with upper flange, lower shaped steel top is welded with lower flange, between upper flange and lower flange, screw thread is fixedly connected with disk spring, disk spring is connected to being combined into and being bolted with the second disk spring by the first disk spring, bolt through after the first disk spring and the second disk spring by the first nut and the second fastening nuts.
The utility model can active dissipation seismic energy when geological process, reduces the destruction of agent structure, alleviates the loss that earthquake brings, and makes simple, adjustment and change conveniently.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: upper shaped steel 1, lower shaped steel 2, upper flange 3, lower flange 4, disk spring 5, first disk spring 51, second disk spring 52, bolt 6, first nut 71, second nut 72.
Detailed description of the invention
Below in conjunction with accompanying drawing, and in conjunction with the embodiments, the utility model is described further.
Embodiment:
As shown in Figure 1, a kind of disk spring energy dissipation brace structure of steel building, comprise shaped steel 1 and lower shaped steel 2, upper shaped steel 1 end is welded with upper flange 3, lower shaped steel 2 top is welded with lower flange 4, between upper flange 3 and lower flange 4, screw thread is fixedly connected with disk spring 5, disk spring 5 by the first disk spring 51 and the second disk spring 52 to being combined into and being fixedly linked by bolt 6, bolt 6 through after the first disk spring 51 and the second disk spring 52 by the first nut 71 and the second nut 72 fastening, relax with during vibration proof.
The utility model, can active dissipation seismic energy when earthquake occurs by the vibration damping and energy-absorbing characteristic of disk spring 5, and the destruction of reduction agent structure, alleviates the loss that earthquake brings.
Claims (1)
1. the disk spring energy dissipation brace structure of a steel building, comprise shaped steel (1) and lower shaped steel (2), it is characterized in that: described upper shaped steel (1) end is welded with upper flange (3), described lower shaped steel (2) top is welded with lower flange (4), between described upper flange (3) and lower flange (4), screw thread is fixedly connected with disk spring (5), described disk spring (5) by the first disk spring (51) and the second disk spring (52) to being combined into and being fixedly linked by bolt (6), described bolt (6) through after the first disk spring (51) and the second disk spring (52) by the first nut (71) and the second nut (72) fastening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520696961.0U CN204919856U (en) | 2015-09-10 | 2015-09-10 | Structure is supported in steel construction belleville spring power consumption for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520696961.0U CN204919856U (en) | 2015-09-10 | 2015-09-10 | Structure is supported in steel construction belleville spring power consumption for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919856U true CN204919856U (en) | 2015-12-30 |
Family
ID=54968994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520696961.0U Expired - Fee Related CN204919856U (en) | 2015-09-10 | 2015-09-10 | Structure is supported in steel construction belleville spring power consumption for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204919856U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915114A (en) * | 2018-07-19 | 2018-11-30 | 河北地质大学 | A kind of anti-buckling steel of pulling type-damper support |
-
2015
- 2015-09-10 CN CN201520696961.0U patent/CN204919856U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915114A (en) * | 2018-07-19 | 2018-11-30 | 河北地质大学 | A kind of anti-buckling steel of pulling type-damper support |
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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: 20151230 Termination date: 20170910 |