CN203008126U - Universal vibration-insulation supporting seat for building - Google Patents
Universal vibration-insulation supporting seat for building Download PDFInfo
- Publication number
- CN203008126U CN203008126U CN2013200023926U CN201320002392U CN203008126U CN 203008126 U CN203008126 U CN 203008126U CN 2013200023926 U CN2013200023926 U CN 2013200023926U CN 201320002392 U CN201320002392 U CN 201320002392U CN 203008126 U CN203008126 U CN 203008126U
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- building
- supporting seat
- universal vibration
- strength alloy
- flat plate
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- Vibration Prevention Devices (AREA)
Abstract
The utility model belongs to the technical field of supporting seats, and discloses a universal vibration-insulation supporting seat for building. The universal vibration-insulation supporting seat is mainly and technically characterized by comprising a flat plate, wherein the flat plate is provided with a high-strength alloy ball; a cover plate is arranged on the high-strength alloy ball; and the outer sides of the flat plate and the cover plate are encircled by using mild steel plates. The conventional universal vibration-insulation supporting seat for building only bears the gravity of a building; according to the supporting seat, when an earthquake is generated, a foundation moves with earthquake force to drive the flat plate to move, the high-strength alloy ball positioned on the flat plate can roll in a corresponding direction with the earthquake force at the time, the mild steel plates can also be deformed with the earthquake force, the high-strength alloy ball is positioned below the building all the time, the building is kept unchanged in situ, and the earthquake force is insulated through the rolling of the high-strength alloy ball, so that the universal vibration-insulation action is achieved; and the universal vibration-insulation supporting seat disclosed by the utility model has the advantages of universal vibration-insulation action, large bearing force, good integral harmony, uniform force transfer, simpleness and practicability in structure, long service life, and the like.
Description
Technical field
The utility model belongs to the bearing technical field, relates in particular to a kind of for building universal shock isolating pedestal with universal isolation property.
Background technology
Therefore existing architectural vibration-insulation bearing is mainly the bearing that is combined by rubber and steel plate, realizes shock insulation function mainly by the shear strain of bearing itself, although function realized, rubber is easily aging.
The utility model content
The technical problems to be solved in the utility model just be to provide a kind of can resist all directions horizontal force, power transmission evenly, good, the long service life of total tune, simple and practical for building universal shock isolating pedestal.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: comprise flat board, be provided with the high-strength alloy ball on described flat board, be provided with cover plate above ball, surround with mild steel plate outside flat board and cover plate.
When a kind of universal shock isolating pedestal for building provided by the utility model is made, the ball that high-strength alloy is made be coated with antirust or lubricant coating after be arranged between flat board and cover plate, then surround with mild steel plate outside dull and stereotyped and cover plate.During installation, universal shock isolating pedestal for building is arranged between building and basis.Universal shock isolating pedestal for building only bears the gravity of building at ordinary times.When earthquake occured, the transmittance process of seismic forces was the basis
→Dull and stereotyped
→Ball, namely move with seismic forces in the basis, drive treadmill exercise, the ball on flat board can roll in respective direction with seismic forces at this moment, simultaneously, mild steel plate also can be out of shape thereupon, and below building, building keeps original position motionless to the assurance ball, by the rolling of ball all the time, seismic forces is separated, play universal function of shock insulation.The advantages such as a kind of universal shock isolating pedestal for building provided by the utility model has universal function of shock insulation, bearing capacity is high, total tune good, power transmission is even, simple and practical, long service life.
Description of drawings
Fig. 1 is the structural representation of a kind of universal shock isolating pedestal for building of the utility model.
The specific embodiment
Be described in further details below in conjunction with the concrete structure of accompanying drawing to a kind of universal shock isolating pedestal for building of the utility model.
As shown in Figure 1, a kind of universal shock isolating pedestal for building of the utility model comprises flat board 1, is provided with high-strength alloy ball 2 on flat board 1, is provided with cover plate 3 above ball 2, flat board 1 and cover plate 3 outsides mild steel plate 4 encirclements.
When a kind of universal shock isolating pedestal for building provided by the utility model is made, the ball 2 that high-strength alloy is made be coated with antirust or lubricant coating after be arranged on dull and stereotyped 1 and 3 of cover plates, then dull and stereotyped 1 and cover plate 3 outsides surround with mild steel plate 4.During installation, universal shock isolating pedestal for building is arranged between building 5 and basis 6.Universal shock isolating pedestal for building only bears the gravity of building 5 at ordinary times.When earthquake occured, the transmittance process of seismic forces was basis 6
→Dull and stereotyped 1
→ Ball 2, namely move with seismic forces in basis 6, drive dull and stereotyped 1 motion, the ball 2 on this moment dull and stereotyped 1 can roll in respective direction with seismic forces, simultaneously, mild steel plate 4 also can be out of shape thereupon, and below building 5, building 5 keeps original positions motionless to assurance ball 2, by the rolling of ball 2 all the time, seismic forces is separated, play universal function of shock insulation.
Protection domain of the present utility model not only is confined to above-described embodiment, as long as structure is identical with the utility model universal shock isolating pedestal for building, just drops on the scope of the utility model protection.
Claims (1)
1. a universal shock isolating pedestal for building, is characterized in that: comprise flat board, be provided with the high-strength alloy ball on described flat board, be provided with cover plate above ball, surround with mild steel plate outside flat board and cover plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013200023926U CN203008126U (en) | 2013-01-05 | 2013-01-05 | Universal vibration-insulation supporting seat for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013200023926U CN203008126U (en) | 2013-01-05 | 2013-01-05 | Universal vibration-insulation supporting seat for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203008126U true CN203008126U (en) | 2013-06-19 |
Family
ID=48599735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013200023926U Expired - Fee Related CN203008126U (en) | 2013-01-05 | 2013-01-05 | Universal vibration-insulation supporting seat for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203008126U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452971A (en) * | 2013-09-12 | 2015-03-25 | 中南建筑设计院股份有限公司 | X-type pin support joint for top of steel pipe column |
| CN104818777A (en) * | 2015-04-14 | 2015-08-05 | 王球华 | Frame building avoiding collapse or damage in the case of major earthquakes |
| CN107254983A (en) * | 2017-07-28 | 2017-10-17 | 中国地震局工程力学研究所 | Replaceable power consumption pedestal based on X-type mild steel piece |
| CN108716248A (en) * | 2018-06-27 | 2018-10-30 | 佛山科学技术学院 | A kind of two-sided roller support |
-
2013
- 2013-01-05 CN CN2013200023926U patent/CN203008126U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452971A (en) * | 2013-09-12 | 2015-03-25 | 中南建筑设计院股份有限公司 | X-type pin support joint for top of steel pipe column |
| CN104452971B (en) * | 2013-09-12 | 2016-09-07 | 中南建筑设计院股份有限公司 | A kind of steel pipe column capital X-type bearing pin support node |
| CN104818777A (en) * | 2015-04-14 | 2015-08-05 | 王球华 | Frame building avoiding collapse or damage in the case of major earthquakes |
| CN104818777B (en) * | 2015-04-14 | 2017-07-07 | 王球华 | The not bad Framework Building of no collapsing with strong earthquake |
| CN107254983A (en) * | 2017-07-28 | 2017-10-17 | 中国地震局工程力学研究所 | Replaceable power consumption pedestal based on X-type mild steel piece |
| CN108716248A (en) * | 2018-06-27 | 2018-10-30 | 佛山科学技术学院 | A kind of two-sided roller support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130619 Termination date: 20140105 |