CN2276583Y - Stiffening double-ring energy consuming dampener - Google Patents
Stiffening double-ring energy consuming dampener Download PDFInfo
- Publication number
- CN2276583Y CN2276583Y CN 97208635 CN97208635U CN2276583Y CN 2276583 Y CN2276583 Y CN 2276583Y CN 97208635 CN97208635 CN 97208635 CN 97208635 U CN97208635 U CN 97208635U CN 2276583 Y CN2276583 Y CN 2276583Y
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- energy consumption
- energy
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- utility
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Abstract
The utility model relates to a stiffening energy consumption absorber with double circular rings, which is mainly composed of an inner energy consumption circular ring, an outer energy consumption circular ring, a stiffening steel plate and a connecting plate. 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 energy consumption absorber with double circular rings 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, particularly a kind of two annulus energy dissipative devices of putting more energy into.
The energy dissipative device of prior art is single circular ring type, and energy comsuming device has only the energy-dissipating and shock-absorbing defence line one, 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, and the two annulus energy dissipative devices of putting more energy into of better deformability and energy dissipation capacity are arranged again.
The purpose of this utility model is achieved in that
A kind of two annulus energy dissipative devices of putting more energy into, mainly by interior power consumption annulus 3, consume energy annulus 4, put more energy into steel plate 5 and connecting plate 2 formed outward, it is characterized in that: inside and outside ring is a donut, the annulus that consumes energy outside fluting, connecting plate is inserted symmetrically with the welding of interior power consumption annulus tight, the steel plate of putting more energy into is welded between the inside and outside power consumption annulus.
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 a structural representation of the present utility model.
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 is unit consumption energy annulus, and 2,6 is connecting plate, and 3 is interior power consumption annulus, and 4 is outer power consumption annulus, and 5 are the arc plate of putting more energy into, and 7 is energy dissipative device.
During enforcement, utilize band steel to make two donuts, the steel plate 5 of putting more energy into of between two annulus, burn-oning 8 blocks in 4 positions of symmetry, slot in the outer toroid corresponding position again, it is tight that 4 connecting plates are passed the welding of corresponding groove and interior annulus, links to each other with support or structure with the bolt hole of high-strength bolt by connecting plate.
The utility model than the evident characteristic of prior art is: 1, both had high initial stiffness And bearing capacity, preferably deformability and energy dissipation capacity are arranged again; 2, both had the multiple tracks power consumption Main aftershock effect can be resisted again effectively in the damping defence line.
The utility model can be used in single-story industrial building, multilayer and the middle-high building structure The x type support, also can be used between two adjacent buildings or in the aseismatic joint.
Claims (1)
1, a kind of two annulus energy dissipative devices of putting more energy into mainly by interior power consumption annulus 3, consume energy annulus 4, put more energy into steel plate 5 and connecting plate 2 formed outward, is characterized in that; Inside and outside ring is a donut, and the annulus that consumes energy is outside slotted, and connecting plate is inserted symmetrically with interior power consumption annulus weld tightly, and the steel plate of putting more energy into is welded between the inside and outside power consumption annulus.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 97208635 CN2276583Y (en) | 1997-01-28 | 1997-01-28 | Stiffening double-ring energy consuming dampener |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 97208635 CN2276583Y (en) | 1997-01-28 | 1997-01-28 | Stiffening double-ring energy consuming dampener |
Publications (1)
Publication Number | Publication Date |
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CN2276583Y true CN2276583Y (en) | 1998-03-18 |
Family
ID=33928026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 97208635 Expired - Fee Related CN2276583Y (en) | 1997-01-28 | 1997-01-28 | Stiffening double-ring energy consuming dampener |
Country Status (1)
Country | Link |
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CN (1) | CN2276583Y (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102305016A (en) * | 2011-06-03 | 2012-01-04 | 广州大学 | Security mesh with effects of energy dissipation and shock absorption |
CN103016592A (en) * | 2012-12-11 | 2013-04-03 | 北京遥测技术研究所 | Low-profile flat-type shock absorber |
CN103515046A (en) * | 2013-10-09 | 2014-01-15 | 武汉大学 | Combination type parallel coil |
CN104790554A (en) * | 2015-04-27 | 2015-07-22 | 中国地震局工程力学研究所 | Three-direction multiple annular type tuned mass damper damping device |
CN104991998A (en) * | 2015-06-17 | 2015-10-21 | 广东电网有限责任公司电力科学研究院 | Overhead electricity transmission line tower with high wind resistance |
CN104989152A (en) * | 2015-06-09 | 2015-10-21 | 广东电网有限责任公司电力科学研究院 | Crisscross overhead power transmission tower |
CN105003116A (en) * | 2015-06-09 | 2015-10-28 | 广东电网有限责任公司电力科学研究院 | Overhead power transmission tower with high integral wind-resistant performance |
CN106828600A (en) * | 2017-02-21 | 2017-06-13 | 汽-大众汽车有限公司 | A kind of bionical shock resistance lightweight structure |
CN109653389A (en) * | 2018-11-30 | 2019-04-19 | 中原工学院 | A kind of Multistage Control buckling damping energy dissipation supporting member |
-
1997
- 1997-01-28 CN CN 97208635 patent/CN2276583Y/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102305016B (en) * | 2011-06-03 | 2013-04-03 | 广州大学 | Security mesh with effects of energy dissipation and shock absorption |
CN102305016A (en) * | 2011-06-03 | 2012-01-04 | 广州大学 | Security mesh with effects of energy dissipation and shock absorption |
CN103016592A (en) * | 2012-12-11 | 2013-04-03 | 北京遥测技术研究所 | Low-profile flat-type shock absorber |
CN103515046B (en) * | 2013-10-09 | 2016-04-13 | 武汉大学 | A kind of composite type bridging coil |
CN103515046A (en) * | 2013-10-09 | 2014-01-15 | 武汉大学 | Combination type parallel coil |
CN104790554B (en) * | 2015-04-27 | 2017-02-01 | 中国地震局工程力学研究所 | Three-direction multiple annular type tuned mass damper damping device |
CN104790554A (en) * | 2015-04-27 | 2015-07-22 | 中国地震局工程力学研究所 | Three-direction multiple annular type tuned mass damper damping device |
CN104989152A (en) * | 2015-06-09 | 2015-10-21 | 广东电网有限责任公司电力科学研究院 | Crisscross overhead power transmission tower |
CN105003116A (en) * | 2015-06-09 | 2015-10-28 | 广东电网有限责任公司电力科学研究院 | Overhead power transmission tower with high integral wind-resistant performance |
CN104991998A (en) * | 2015-06-17 | 2015-10-21 | 广东电网有限责任公司电力科学研究院 | Overhead electricity transmission line tower with high wind resistance |
CN106828600A (en) * | 2017-02-21 | 2017-06-13 | 汽-大众汽车有限公司 | A kind of bionical shock resistance lightweight structure |
CN109653389A (en) * | 2018-11-30 | 2019-04-19 | 中原工学院 | A kind of Multistage Control buckling damping energy dissipation supporting member |
CN109653389B (en) * | 2018-11-30 | 2021-03-16 | 中原工学院 | Multistage control buckling damping energy dissipation supporting component |
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Legal Events
Date | Code | Title | Description |
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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 |