CN2276582Y - Stiffening arc board energy consuming dampener - Google Patents
Stiffening arc board energy consuming dampener Download PDFInfo
- Publication number
- CN2276582Y CN2276582Y CN 97208636 CN97208636U CN2276582Y CN 2276582 Y CN2276582 Y CN 2276582Y CN 97208636 CN97208636 CN 97208636 CN 97208636 U CN97208636 U CN 97208636U CN 2276582 Y CN2276582 Y CN 2276582Y
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- CN
- China
- Prior art keywords
- energy consumption
- energy
- utility
- model
- arc board
- 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 relates to a stiffening arc board energy consumption absorber, which is mainly composed of an energy consumption round ring, a connecting board and a stiffening arc board. The utility model has high initial stiffness, high carrying capacity, preferable bending capability, preferable energy consumption capability, and multichannel energy consumption adapting lines of defense. The stiffening arc board energy consumption absorber can effectively resist the function of major aftershock. The utility model can be used for the X-typed supports of monolayer industrial factory building structures, multilayer and tall layer of building structures and can also be used for two adjacent buildings or aseismatic joints.
Description
The utility model relates to a kind of energy dissipative device, and particularly a kind of arc plate loss of putting more energy into can vibration damper.
The energy dissipative device of existing single circular ring type in the prior art, its energy-dissipating and shock-absorbing defence line has only together, and initial stiffness and bearing capacity are low, and it is limited to consume energy.
The purpose of this utility model is intended to avoid the deficiencies in the prior art and provides a kind of initial stiffness and bearing capacity higher, has the arc plate loss of putting more energy into of better deformability and energy dissipation capacity can vibration damper again.
The purpose of this utility model is achieved in that
A kind of arc plate loss energy vibration damper of putting more energy into, be made up of power consumption annulus, the connecting plate and the arc plate of putting more energy into, it is characterized in that: two of the arc plates of putting more energy into the band steel embowment form x shape, the two ends of two arc plates and the welding of power consumption annulus, can even be welded into one between two curved plates, can be not welded together yet.
The utility model is described in further detail below by drawings and Examples:
Fig. 1 is single annulus energy comsuming device of prior art.
Fig. 2 is the utility model structural representation.
Fig. 3 is the application of the utility model in frame structure.
Fig. 4 is the utility model application in (a) or the aseismatic joint (b) between two adjacent buildings.
In the accompanying drawing, 1,3 are unit consumption energy annulus, and 2,4 is connecting plate, and 5 are the arc plate of putting more energy into, and 7 is energy dissipative device.
During enforcement, behind band steel making annulus, be welded on connecting plate on the annulus symmetrically, to put into x shape with the arc plate of putting more energy into of band steel embowment again, in be connected in the annulus, the two ends of arc plate are welded in the place of connecting plate and annulus handing-over respectively, and the intermediate portion of two arc plates can weld, and also can stay a slit.
The utility model is both to have had high initial stiffness and carrying than the evident characteristic of prior art Ability has again preferably deformability and energy dissipation capacity, has both had multiple tracks energy-dissipating and shock-absorbing defence line, Can effectively resist main aftershock effect again. The utility model can be used for single-story industrial building, On x type in multilayer and the middle-high building structure supports, also can be used between two adjacent buildings or In the aseismatic joint.
Claims (1)
1, a kind of arc plate loss energy vibration damper of putting more energy into is made up of power consumption annulus, the connecting plate and the arc plate of putting more energy into, and it is characterized in that; Two of the arc plates of putting more energy into the band steel embowment form x shape, and the two ends of two arc plates and the welding of power consumption annulus can even be welded into one between two curved plates, also can be not welded together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97208636 CN2276582Y (en) | 1997-01-28 | 1997-01-28 | Stiffening arc board energy consuming dampener |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97208636 CN2276582Y (en) | 1997-01-28 | 1997-01-28 | Stiffening arc board energy consuming dampener |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2276582Y true CN2276582Y (en) | 1998-03-18 |
Family
ID=33928027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97208636 Expired - Fee Related CN2276582Y (en) | 1997-01-28 | 1997-01-28 | Stiffening arc board energy consuming dampener |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2276582Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298932C (en) * | 2004-11-23 | 2007-02-07 | 大连理工大学 | Oriented vertical adjustable tuning mass bumper |
| CN102305016A (en) * | 2011-06-03 | 2012-01-04 | 广州大学 | Security mesh with effects of energy dissipation and shock absorption |
| CN108625271A (en) * | 2018-06-29 | 2018-10-09 | 李坤华 | A kind of continuous bridge and its method using incremental launching construction |
-
1997
- 1997-01-28 CN CN 97208636 patent/CN2276582Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298932C (en) * | 2004-11-23 | 2007-02-07 | 大连理工大学 | Oriented vertical adjustable tuning mass bumper |
| CN102305016A (en) * | 2011-06-03 | 2012-01-04 | 广州大学 | Security mesh with effects of energy dissipation and shock absorption |
| CN102305016B (en) * | 2011-06-03 | 2013-04-03 | 广州大学 | Security mesh with effects of energy dissipation and shock absorption |
| CN108625271A (en) * | 2018-06-29 | 2018-10-09 | 李坤华 | A kind of continuous bridge and its method using incremental launching construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |