CN202577590U - Five-dimensional shock-absorbing support seat - Google Patents
Five-dimensional shock-absorbing support seat Download PDFInfo
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- CN202577590U CN202577590U CN 201220154716 CN201220154716U CN202577590U CN 202577590 U CN202577590 U CN 202577590U CN 201220154716 CN201220154716 CN 201220154716 CN 201220154716 U CN201220154716 U CN 201220154716U CN 202577590 U CN202577590 U CN 202577590U
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Abstract
The utility model relates to a five-dimensional shock-absorbing support seat which comprises a rubber support seat, a connecting steel plate, a stainless steel plate, a flat surface sliding plate, a spherical crown lining plate, a spherical surface sliding plate and a steel bowl; one surface of the spherical crown lining plate is a flat surface, and the other surface is an arc surface; a groove is arranged in the steel bowl, the arc surface of the spherical crown lining plate is located in the groove of the steel bowl through the spherical surface sliding plate, the flat surface part of the spherical crown lining plate is provide with a circular groove, the flat surface sliding plate is embedded in the circular groove, the stainless steel plate is arranged above the flat surface sliding plate, the connecting steel plate is arranged above the stainless steel plate, and the connecting steel plate is fixed on the rubber support seat via bolts; and both sides of the inner wall of the steel bowl are provided with grooves, both ends of the connecting steel plate are provided with protruding blocks, and the protruding blocks at both ends of the connecting steel plate are inserted into the grooves on both sides of the steel bowl. The five-dimensional shock-absorbing support seat overcomes the defect that the rotating capacity of the rubber shock-absorbing support seat around a horizontal shaft is insufficient, the lossless rotating capacity of the support seat is increased, and the use is wider.
Description
Technical field
The utility model belongs to civil engineering antidetonation, energy-dissipating and shock-absorbing control technology field, relates to a kind of multidimensional damping device, relates in particular to a kind of five dimension shock mounts with big turning power.
Background technology
China is the country of earthquake more than, and seismic region distributes wide and disperses, and earthquake is frequent and strong.From 1900 so far, earthquake magnitude is equal to or greater than 8 grades shake doughtily and has taken place 12 times more than, wherein betides densely populated part person, and damage is heavy, like the Tangshan Earthquake on July 28th, 1976, and the Wenchuan violent earthquake on May 12nd, 2008.The investigation of actual earthquake shows: casualties in the earthquake and property loss mainly are because due to civil engineering structure destroys, collapses; The seismic design thinking of traditional civil engineering structure " through the elastic-plastic deformation earthquake energy of structural element, to reduce the structural earthquake response " is difficult to guarantee the quake-resistant safety property of civil engineering structure.In recent years, the energy-dissipating and shock-absorbing of structural vibration control technical field technology provides a rational and effective approach for the antidetonation of civil engineering structure.The energy-dissipating and shock-absorbing technology is provided with the seismic energy that passive energy-dissipating device consumption was consumed by structural element (like post, beam, node etc.) originally through some position in structure, significantly reduces the distortion and the damage of structure.
The utility model content
The purpose of the utility model is to provide a kind of five dimension shock mounts, and said bearing can keep the advantage of rubber earthquake isolation support, can overcome the not enough shortcoming of rubber earthquake isolation support turning power again, and purposes is wider.
For solving the problems of the technologies described above, the utility model adopts following technical scheme:
A kind of five dimension shock mounts are by last connection steel plate 1, interior envelope steel plate 3, connect steel plate 8, corrosion resistant plate 9, plane slide plate 10, spherical crown liner plate 11, sphere slide plate 12, steel basin 13 and neoprene bearing down and form; Neoprene bearing is cirque structure, and neoprene bearing is placed in outside the lead for retractable pencil 4, and neoprene bearing is overlapping by the laminated rubber sheet 5 and the steel plate 6 of putting more energy into and arranges and form, and is furnished with rubber cover 7 around the annular of neoprene bearing; Spherical crown liner plate 11 one sides are the plane, and another side is an arc surface, is provided with groove in the steel basin 13; The arc surface of spherical crown liner plate 11 is positioned at the groove of steel basin 13 through sphere slide plate 12, and the planar section of spherical crown liner plate 11 has bar-shaped trough, and plane slide plate 10 is embedded in the said bar-shaped trough; Slide plate 10 tops in plane are provided with corrosion resistant plate 9; Corrosion resistant plate 9 tops are placed with down and connect steel plate 8, and on neoprene bearing, the neoprene bearing top is fixed with and connects steel plate 1 following connection steel plate 8 through bolt; Steel basin 13 inwall both sides are provided with groove, and following connection steel plate 8 two ends are provided with projection, and the said projection that connects steel plate 8 two ends down inserts in the groove of steel basin 13 both sides.
The utility model is concured by neoprene bearing, corrosion resistant plate 9, plane slide plate 10, spherical crown liner plate 11 and sphere slide plate 12; Wherein, Level is worked by neoprene bearing to damping; Rotation around horizontal axis is worked by spherical crown liner plate 11 and sphere slide plate 12, rotates by corrosion resistant plate 9 and plane slide plate 10 around vertical axes and works.
In the utility model, glue can adopt natural rubber in the said neoprene bearing, and outer glue adopts 60 ° of (Shao Shi) neoprenes.
In the utility model, said plane slide plate 10 can adopt PTFE or MHP material with sphere slide plate 12, on connect steel plate 1 with under be connected steel plate 8 and can adopt the Q235 steel, corrosion resistant plate 9 can adopt the 1Crl8Ni9Ti material.
In the utility model, expose the steel member and all do anti-corrosion treatment, can adopt galvanizing, the figure layer thickness is greater than 100 μ m.
In the utility model, said bearing adopts bolt to connect with being connected of agent structure.
The beneficial effect of the utility model is: when the five dimension shock mounts that the utility model provides have acted on the good shock insulation ability of existing rubber earthquake isolation support, elastic reset ability, horizontal distortion ability and higher energy dissipation capacity; Remedied rubber earthquake isolation support around the not enough shortcoming of horizontal axis turning power; Improved the harmless turning power of bearing, purposes is wider.
Description of drawings
Fig. 1 is the structural diagrams of the utility model.
Fig. 2 is the sectional drawing of Fig. 1.
Label among the figure: 1. connect steel plate on; 2. connecting bolt; 3. interior envelope steel plate; 4. lead for retractable pencil (or mesopore); 5. laminated rubber sheet; 6. the steel plate of putting more energy into; 7. rubber cover; 8. connect steel plate down; 9. corrosion resistant plate; 10. plane slide plate; 11. spherical crown liner plate; 12. sphere slide plate; 13. steel basin.Wherein: label 5,6 members are the layout that is overlapping.
The specific embodiment
Specify the preferred embodiment of the utility model below in conjunction with accompanying drawing.
Embodiment 1: see also Fig. 1 and Fig. 2, the utility model by neoprene bearing, on connect steel plate 1, interior envelope steel plate 3, connect steel plate 8, corrosion resistant plate 9, plane slide plate 10, spherical crown liner plate 11, sphere slide plate 12 and steel basin 13 down and form; Neoprene bearing is cirque structure, and neoprene bearing is placed in outside the lead for retractable pencil 4, and neoprene bearing is overlapping by the laminated rubber sheet 5 and the steel plate 6 of putting more energy into and arranges and form, and is furnished with rubber cover 7 around the annular of neoprene bearing; Spherical crown liner plate 11 one sides are the plane, and another side is an arc surface, is provided with groove in the steel basin 13; The arc surface of spherical crown liner plate 11 is positioned at the groove of steel basin 13 through sphere slide plate 12, and the planar section of spherical crown liner plate 11 has circular groove, and plane slide plate 10 is embedded in the said circular groove; Slide plate 10 tops in plane are provided with corrosion resistant plate 9; Corrosion resistant plate 9 tops are placed with down and connect steel plate 8, and on neoprene bearing, the neoprene bearing top is fixed with and connects steel plate 1 following connection steel plate 8 through bolt; Steel basin 13 inwall both sides are provided with groove, and following connection steel plate 8 two ends are provided with projection, and the said projection that connects steel plate 8 two ends down inserts in the groove of steel basin 13 both sides.Said plane slide plate 10 can adopt PTFE or MHP material with sphere slide plate 12, on connect steel plate 1 with under be connected steel plate 8 and all adopt the Q235 steel, corrosion resistant plate 9 employing 1Crl8Ni9Ti materials.
With above-mentioned parts, connect by mode shown in the figure, these those skilled in the art all can smooth implementation.
Claims (1)
1. a dimension shock mount is characterized in that by last connection steel plate (1), interior envelope steel plate (3), connects steel plate (8), corrosion resistant plate (9), plane slide plate (10), spherical crown liner plate (11), sphere slide plate (12), steel basin (13) and neoprene bearing down and form; Neoprene bearing is cirque structure, and neoprene bearing is placed in outside the lead for retractable pencil (4), and neoprene bearing is overlapping by laminated rubber sheet (5) and the steel plate of putting more energy into (6) and arranges and to form, and is furnished with rubber cover (7) around the annular of neoprene bearing; Spherical crown liner plate (11) one side is the plane; Another side is an arc surface, and the steel basin is provided with groove in (13), and the arc surface of spherical crown liner plate (11) is positioned at the groove of steel basin (13) through sphere slide plate (12); The planar section of spherical crown liner plate (11) has circular groove; Plane slide plate (10) is embedded in the said circular groove, and plane slide plate (10) top is provided with corrosion resistant plate (9), and corrosion resistant plate (9) top is placed with down and connects steel plate (8); Under connect steel plate (8) through bolt on neoprene bearing, the neoprene bearing top be fixed with the connection steel plate (1); Steel basin (13) inwall both sides are provided with groove, and following connection steel plate (8) two ends are provided with projection, and the said projection that connects steel plate (8) two ends down inserts in the groove of steel basin (13) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220154716 CN202577590U (en) | 2012-04-13 | 2012-04-13 | Five-dimensional shock-absorbing support seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220154716 CN202577590U (en) | 2012-04-13 | 2012-04-13 | Five-dimensional shock-absorbing support seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202577590U true CN202577590U (en) | 2012-12-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220154716 Expired - Fee Related CN202577590U (en) | 2012-04-13 | 2012-04-13 | Five-dimensional shock-absorbing support seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202577590U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088368A (en) * | 2014-06-10 | 2014-10-08 | 成都新筑展博环保科技有限公司 | Damping and shock insulating bidirectional spherical support |
| CN104499571A (en) * | 2014-12-12 | 2015-04-08 | 上海大学 | Reversible anti-dumping composite rubber seismic isolation support |
| CN104947828A (en) * | 2015-07-06 | 2015-09-30 | 西南科技大学 | Lead core recycled tire shock insulation cushion |
| CN106436955A (en) * | 2016-11-30 | 2017-02-22 | 中国地震局工程力学研究所 | Modular high-performance soft steel lead-core rubber energy dissipater |
| CN106593062A (en) * | 2016-11-09 | 2017-04-26 | 成都聚立汇信科技有限公司 | Shockproof electric pole |
| CN107178152A (en) * | 2017-07-12 | 2017-09-19 | 苏州海德新材料科技股份有限公司 | A kind of many anisotropy architectural vibration-insulation damping supporting seats |
| CN113431100A (en) * | 2021-06-15 | 2021-09-24 | 阳光学院 | Civil engineering antidetonation structure |
| CN114482319A (en) * | 2022-03-17 | 2022-05-13 | 郑州信息科技职业学院 | Civil engineering antidetonation structure |
-
2012
- 2012-04-13 CN CN 201220154716 patent/CN202577590U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088368A (en) * | 2014-06-10 | 2014-10-08 | 成都新筑展博环保科技有限公司 | Damping and shock insulating bidirectional spherical support |
| CN104499571A (en) * | 2014-12-12 | 2015-04-08 | 上海大学 | Reversible anti-dumping composite rubber seismic isolation support |
| CN104947828A (en) * | 2015-07-06 | 2015-09-30 | 西南科技大学 | Lead core recycled tire shock insulation cushion |
| CN106593062A (en) * | 2016-11-09 | 2017-04-26 | 成都聚立汇信科技有限公司 | Shockproof electric pole |
| CN106436955A (en) * | 2016-11-30 | 2017-02-22 | 中国地震局工程力学研究所 | Modular high-performance soft steel lead-core rubber energy dissipater |
| CN107178152A (en) * | 2017-07-12 | 2017-09-19 | 苏州海德新材料科技股份有限公司 | A kind of many anisotropy architectural vibration-insulation damping supporting seats |
| CN113431100A (en) * | 2021-06-15 | 2021-09-24 | 阳光学院 | Civil engineering antidetonation structure |
| CN114482319A (en) * | 2022-03-17 | 2022-05-13 | 郑州信息科技职业学院 | Civil engineering antidetonation structure |
| CN114482319B (en) * | 2022-03-17 | 2023-08-18 | 郑州信息科技职业学院 | Civil engineering shock-resistant structure |
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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 |
Granted publication date: 20121205 Termination date: 20150413 |
|
| EXPY | Termination of patent right or utility model |