CN204456494U - A kind of high strength energy-absorbing damper for building - Google Patents
A kind of high strength energy-absorbing damper for building Download PDFInfo
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- CN204456494U CN204456494U CN201520062558.2U CN201520062558U CN204456494U CN 204456494 U CN204456494 U CN 204456494U CN 201520062558 U CN201520062558 U CN 201520062558U CN 204456494 U CN204456494 U CN 204456494U
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Abstract
The utility model relates to a kind of high strength energy-absorbing damper for building, comprise horizontal energy-absorbing beam and elastic endergonic block, wherein totally two, horizontal energy-absorbing beam, and symmetry is arranged on elastic endergonic block two ends respectively, horizontal energy-absorbing beam comprises level board and vertical plate, elastic endergonic block comprises rubber substrate, junction plate, energy-absorbing plate and strengthening plate, junction plate is positioned at rubber substrate two ends external surface and parallel distribution, junction plate is separately connected with horizontal energy-absorbing beam, upper and lower two the parallel distributions of side of energy-absorbing plate to be also connected with junction plate and mutually vertical respectively, its limit, left and right sides is hyperbolic configuration, energy-absorbing plate is separately embedded in rubber substrate inside.This novel self structure intensity is large, anti-horizontal impact and impact of collision ability strong, separately there is good energy-absorbing elastic deformation ability simultaneously, stress release is rapid, can effectively improve building and ability is slowed down to the opposing of the equivalent such as exterior vibration and absorption, contribute to the seismic stability and the safety in utilization that improve building.
Description
Technical field
The utility model relates to a kind of high strength energy-absorbing damper for building, belongs to building shock-absorption device technical field.
Background technology
Along with highway, bridge, the building volumes such as office building, deadweight, working strength constantly increases, the reasons such as the geology characteristic on ground are built at building place in addition, therefore current all to damping shock resistance, higher requirement is proposed to multiple building, and it is current when improving the shockproof requirements of building, mainly by strengthening building self laser intensity, strengthen the methods such as the globality of building, the object promoting anti-seismic performance is reached by the overall structure rigidity and structural strength that improve building, but find in concrete use, this kind of method also can adapt to some aediculas, but the active force wretched insufficiency that these class methods improve the shock resistance of building, therefore cause current to some large-scale buildings when building, need the ground to building, the reinforced concrete-bar of the position amounts of having high input such as structural column beam and concrete, cause architecture construction cost higher, and damping shock resistance still relative deficiency, in order to address this problem, the multiple building damping energy-absorbing lip block with elastic endergonic effect of outlet in the market, by the lip block absorption of shaking force and slow releasing ability to external world, reduce the jerk that building self bears, improve shock resistance of the building, but although current this kind of lip block possesses certain energy-absorbing function, but himself structural strength is relatively weak, and energy-absorbing and releasability poor-performing, relatively poor to the absorption of jerk energy, effectively cannot meet the needs used, therefore need a kind of novel back-up block of exploitation with the needs of satisfied raising shock resistance of the building.
Utility model content
For the deficiency that prior art exists, the utility model provides a kind of high strength energy-absorbing damper for building, this new structure is simple, compact, self structure intensity is large, anti-horizontal impact and impact of collision ability strong, separately there is good energy-absorbing elastic deformation ability simultaneously, stress release is rapid, can effectively improve building and slow down ability to the opposing of the equivalent such as exterior vibration and absorption, contributes to the seismic stability and the safety in utilization that improve building.
To achieve these goals, the utility model realizes by the following technical solutions:
A kind of high strength energy-absorbing damper for building, it is characterized in that, described high strength energy-absorbing damper for building comprises horizontal energy-absorbing beam and elastic endergonic block, totally two, wherein said horizontal energy-absorbing beam, and symmetry is arranged on elastic endergonic block two ends respectively, described horizontal energy-absorbing beam comprises level board and vertical plate, and horizontal energy-absorbing beam connects in " work " font, another uniform energy-absorbing hole on wherein said vertical plate, described elastic endergonic block comprises rubber substrate, junction plate, energy-absorbing plate and strengthening plate, described junction plate is positioned at rubber substrate two ends external surface and parallel distribution, described junction plate is separately connected with horizontal energy-absorbing beam, described energy-absorbing plate at least one piece, two parallel distributions of side up and down of described energy-absorbing plate to be also connected with junction plate and mutually vertical respectively, the limit, the left and right sides of described energy-absorbing plate is hyperbolic configuration, energy-absorbing hole is separately established in described energy-absorbing plate center, described energy-absorbing plate is separately embedded in rubber substrate inside, described junction plate is separately connected by strengthening plate with between energy-absorbing plate, another uniform at least two-layer reinforced metal net in described rubber substrate.
Further, the vertical plate at least one piece of described horizontal energy-absorbing beam, and when vertical plate is polylith, between polylith vertical plate, establish elastomeric pad.
Further, epoxy resin board bed course is separately established between described horizontal energy-absorbing beam and the junction plate of elastic endergonic block.
Further, described energy-absorbing hole is regular hexagon, ellipse or just circular.
This new structure is simple, compact, self structure intensity is large, anti-horizontal impact and impact of collision ability strong, separately there is good energy-absorbing elastic deformation ability simultaneously, stress release is rapid, can effectively improve building and slow down ability to the opposing of the equivalent such as exterior vibration and absorption, contributes to the seismic stability and the safety in utilization that improve building.
Accompanying drawing explanation
The utility model is described in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is this new structure schematic diagram;
Fig. 2 is horizontal energy-absorbing beam cross-sectional structure schematic diagram of the present utility model.
Detailed description of the invention
The technological means realized for making the utility model, creation characteristic, reaching object and effect is easy to understand, below in conjunction with detailed description of the invention, setting forth the utility model further.
One as described in Fig. 1 and 2 high strength energy-absorbing for building damper, comprises horizontal energy-absorbing beam 1 and elastic endergonic block 2, wherein totally two, horizontal energy-absorbing beam 1, and symmetry is arranged on elastic endergonic block 2 two ends respectively.
In the present embodiment, described horizontal energy-absorbing beam 1 comprises level board 11 and vertical plate 12, and connects in " work " font, wherein another uniform energy-absorbing hole 3 on vertical plate 12.
In the present embodiment, described elastic endergonic block 2 comprises rubber substrate 21, junction plate 22, energy-absorbing plate 23 and strengthening plate 24, junction plate 22 is positioned at rubber substrate 21 two ends external surface and parallel distribution, junction plate 22 is separately connected with horizontal energy-absorbing beam 1, at least one piece of energy-absorbing plate 23, its upper and lower two parallel distributions of side to be also connected with junction plate 22 and mutually vertical respectively, its limit, left and right sides is hyperbolic configuration, energy-absorbing hole 3 is separately established in energy-absorbing plate 23 center, it is inner that energy-absorbing plate 23 is separately embedded in rubber substrate 21, separately be connected by strengthening plate 24 between junction plate 22 with energy-absorbing plate 23, another uniform at least two-layer reinforced metal net 25 in rubber substrate 21.
In the present embodiment, at least one piece of the vertical plate 12 of described horizontal energy-absorbing beam 1, and when vertical plate 12 is polylith, between polylith vertical plate 12, establish elastomeric pad 13.
In the present embodiment, between described horizontal energy-absorbing beam 1 and the junction plate 22 of elastic endergonic block 2, separately establish epoxy resin board bed course 4.
In the present embodiment, described energy-absorbing hole 3 is regular hexagon, ellipse or just circular.
This new structure is simple, compact, self structure intensity is large, anti-horizontal impact and impact of collision ability strong, separately there is good energy-absorbing elastic deformation ability simultaneously, stress release is rapid, can effectively improve building and slow down ability to the opposing of the equivalent such as exterior vibration and absorption, contributes to the seismic stability and the safety in utilization that improve building.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (4)
1. a high strength energy-absorbing damper for building, it is characterized in that, described high strength energy-absorbing damper for building comprises horizontal energy-absorbing beam and elastic endergonic block, totally two, wherein said horizontal energy-absorbing beam, and symmetry is arranged on elastic endergonic block two ends respectively, described horizontal energy-absorbing beam comprises level board and vertical plate, and horizontal energy-absorbing beam connects in " work " font, another uniform energy-absorbing hole on wherein said vertical plate, described elastic endergonic block comprises rubber substrate, junction plate, energy-absorbing plate and strengthening plate, described junction plate is positioned at rubber substrate two ends external surface and parallel distribution, described junction plate is separately connected with horizontal energy-absorbing beam, described energy-absorbing plate at least one piece, two parallel distributions of side up and down of described energy-absorbing plate to be also connected with junction plate and mutually vertical respectively, the limit, the left and right sides of described energy-absorbing plate is hyperbolic configuration, energy-absorbing hole is separately established in described energy-absorbing plate center, described energy-absorbing plate is separately embedded in rubber substrate inside, described junction plate is separately connected by strengthening plate with between energy-absorbing plate, another uniform at least two-layer reinforced metal net in described rubber substrate.
2. one according to claim 1 high strength energy-absorbing for building damper, is characterized in that, the vertical plate at least one piece of described horizontal energy-absorbing beam, and when vertical plate is polylith, establishes elastomeric pad between polylith vertical plate.
3. one according to claim 1 high strength energy-absorbing for building damper, is characterized in that, separately establishes epoxy resin board bed course between described horizontal energy-absorbing beam and the junction plate of elastic endergonic block.
4. one according to claim 1 high strength energy-absorbing for building damper, is characterized in that, described energy-absorbing hole is regular hexagon, ellipse or just circular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520062558.2U CN204456494U (en) | 2015-01-28 | 2015-01-28 | A kind of high strength energy-absorbing damper for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520062558.2U CN204456494U (en) | 2015-01-28 | 2015-01-28 | A kind of high strength energy-absorbing damper for building |
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| Publication Number | Publication Date |
|---|---|
| CN204456494U true CN204456494U (en) | 2015-07-08 |
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| CN201520062558.2U Expired - Fee Related CN204456494U (en) | 2015-01-28 | 2015-01-28 | A kind of high strength energy-absorbing damper for building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468970A (en) * | 2019-07-16 | 2019-11-19 | 北京工业大学 | A kind of cross universal energy consumption connecting node of large span assembled |
| CN110847362A (en) * | 2019-12-10 | 2020-02-28 | 中冶京诚工程技术有限公司 | Steel structure stiffening device with damping effect |
-
2015
- 2015-01-28 CN CN201520062558.2U patent/CN204456494U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468970A (en) * | 2019-07-16 | 2019-11-19 | 北京工业大学 | A kind of cross universal energy consumption connecting node of large span assembled |
| CN110847362A (en) * | 2019-12-10 | 2020-02-28 | 中冶京诚工程技术有限公司 | Steel structure stiffening device with damping effect |
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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: 20150708 Termination date: 20170128 |