CN205557314U - Wind -resistant rubber shock insulation support - Google Patents
Wind -resistant rubber shock insulation support Download PDFInfo
- Publication number
- CN205557314U CN205557314U CN201620356548.4U CN201620356548U CN205557314U CN 205557314 U CN205557314 U CN 205557314U CN 201620356548 U CN201620356548 U CN 201620356548U CN 205557314 U CN205557314 U CN 205557314U
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- China
- Prior art keywords
- support
- steel plate
- support column
- steel
- upper portion
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- 230000035939 shock Effects 0.000 title abstract 3
- 238000009413 insulation Methods 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 238000002955 isolation Methods 0.000 claims description 13
- 229910001220 stainless steel Inorganic materials 0.000 claims description 13
- 239000010935 stainless steel Substances 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 abstract 1
- 125000003003 spiro group Chemical group 0.000 abstract 1
- 238000013016 damping Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a wind -resistant rubber shock insulation support, including the support main part, the lead core is installed at the center of support main part, the support column is installed to the circumference of lead core, the support column includes steel plate support and rubber layer, the mid -mounting of support column has the steel deck, and the upper portion of steel deck and lower part symmetry install steel plate support, the inside of steel deck is equipped with the vacuum chamber, the rubber layer is installed to steel plate support's upper portion and lower part symmetry, connector plates is installed to the upper portion and the lower part symmetry of support column, pre -buried steel sheet is installed to steel plate support's upper portion and lower part, the upper portion of pre -buried steel sheet and lower part symmetry spiro union have pre -buried muscle and a sleeve, and triangle -shaped design through steel plate support can get a promotion to the stability of support, through the design of vacuum chamber, can through the design on rubber layer, can get a promotion to the shock attenuation nature of support to the preventing wind nature promotion of support.
Description
Technical field
This utility model relates to rubber support technical field, is specially a kind of wind resistance rubber earthquake isolation support.
Background technology
Bearing refers to the weight in order to supporting container or equipment, and is secured to the supporting parts of certain position, vibration when still suffering from operation and seismic (seismal.Rubber support is rubber and sheet metal is combined closely and formed, and for supporting bridge or the weight of building, the rubber earthquake isolation support used in the prior art does not has wind resistance, and shock-damping structure is poor, is not suitable for using for a long time.
Summary of the invention
The purpose of this utility model is to provide a kind of wind resistance rubber earthquake isolation support, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, this utility model following technical scheme of offer: a kind of wind resistance rubber earthquake isolation support, including support body, the center of described support body is provided with lead for retractable pencil, the circumference of described lead for retractable pencil is provided with support column, described support column includes stainless steel strut and rubber layer, the middle part of described support column is provided with steel plate layer, and the upper and lower of steel plate layer is symmetrically installed with stainless steel strut, the inside of described steel plate layer is provided with vacuum tank, the upper and lower of described stainless steel strut is symmetrically installed with rubber layer, the upper and lower of described support column is symmetrically installed with junction steel plate, the upper and lower of described junction steel plate is provided with pre-embedded steel slab, the upper and lower symmetry of described pre-embedded steel slab is bolted with embedded ribs and sleeve, the center of described pre-embedded steel slab is symmetrically installed with regulation bolt.
Preferably, the quantity of described sleeve is at least 4.
Preferably, the internally installed of described rubber layer has steel disc.
Preferably, the outer wall of described support column is provided with anticorrosive coat.
Compared with prior art, the beneficial effects of the utility model are: this wind resistance rubber earthquake isolation support, by the triangular design of stainless steel strut, the stability of bearing can be got a promotion, by the design of vacuum tank, the damping property of bearing, by the design of rubber layer, can be got a promotion by the windproof lifting of bearing.
Accompanying drawing explanation
Fig. 1 is this utility model structural profile schematic diagram.
In figure: 1, support body；2, lead for retractable pencil；3, stainless steel strut；4, steel plate layer；5, rubber layer；6, junction steel plate；7, pre-embedded steel slab；8, embedded ribs；9, sleeve；10, regulation bolt；11, anticorrosive coat；12, vacuum tank；13, support column.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
nullRefer to Fig. 1，A kind of technical scheme of this utility model offer: a kind of wind resistance rubber earthquake isolation support，Including support body 1，The center of described support body 1 is provided with lead for retractable pencil 2，The circumference of described lead for retractable pencil 2 is provided with support column 13，Described support column 13 includes stainless steel strut 3 and rubber layer 5，The middle part of described support column 13 is provided with steel plate layer 4，And the upper and lower of steel plate layer 4 is symmetrically installed with stainless steel strut 3，Triangular design by stainless steel strut 3，The stability of bearing can be got a promotion，The inside of described steel plate layer 4 is provided with vacuum tank 12，Design by vacuum tank 12，Can be to the windproof lifting of bearing，The upper and lower of described stainless steel strut 3 is symmetrically installed with rubber layer 5，Design by rubber layer 5，The damping property of bearing can be got a promotion，The upper and lower of described support column 13 is symmetrically installed with junction steel plate 6，The upper and lower of described junction steel plate 6 is provided with pre-embedded steel slab 7，The upper and lower symmetry of described pre-embedded steel slab 7 is bolted with embedded ribs 8 and sleeve 9，The center of described pre-embedded steel slab 7 is symmetrically installed with regulation bolt 10.
In order to make the connectivity of this utility model promote, the quantity of described sleeve 9 is at least 4.
In order to the support effect making this utility model is more stable, described the internally installed of rubber layer 5 has steel disc.
In order to make get a promotion the service life of this utility model, the outer wall of described support column 13 is provided with anticorrosive coat 11.
Operation principle of the present utility model: this wind resistance rubber earthquake isolation support, in use, embedded ribs 8 is squeezed in concrete, and make concrete get to the position of pre-embedded steel slab 7, it is made to consolidate, regulation regulation bolt 10, make highly to reach to design requirement, when high wind is attacked, vacuum tank 12 and stainless steel strut 3 can effectively keep the stability of wind resistance rubber earthquake isolation support.
Embodiment the most of the present utility model, for the ordinary skill in the art, being appreciated that in the case of without departing from principle of the present utility model and spirit and these embodiments can carry out multiple change, revise, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (4)
- null1. a wind resistance rubber earthquake isolation support，Including support body (1)，It is characterized in that: the center of described support body (1) is provided with lead for retractable pencil (2)，The circumference of described lead for retractable pencil (2) is provided with support column (13)，Described support column (13) includes stainless steel strut (3) and rubber layer (5)，The middle part of described support column (13) is provided with steel plate layer (4)，And the upper and lower of steel plate layer (4) is symmetrically installed with stainless steel strut (3)，The inside of described steel plate layer (4) is provided with vacuum tank (12)，The upper and lower of described stainless steel strut (3) is symmetrically installed with rubber layer (5)，The upper and lower of described support column (13) is symmetrically installed with junction steel plate (6)，The upper and lower of described junction steel plate (6) is provided with pre-embedded steel slab (7)，The upper and lower symmetry of described pre-embedded steel slab (7) is bolted with embedded ribs (8) and sleeve (9)，The center of described pre-embedded steel slab (7) is symmetrically installed with regulation bolt (10).
- A kind of wind resistance rubber earthquake isolation support the most according to claim 1, it is characterised in that: the quantity of described sleeve (9) is at least 4.
- A kind of wind resistance rubber earthquake isolation support the most according to claim 1, it is characterised in that: the internally installed of described rubber layer (5) has steel disc.
- A kind of wind resistance rubber earthquake isolation support the most according to claim 1, it is characterised in that: the outer wall of described support column (13) is provided with anticorrosive coat (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620356548.4U CN205557314U (en) | 2016-04-26 | 2016-04-26 | Wind -resistant rubber shock insulation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620356548.4U CN205557314U (en) | 2016-04-26 | 2016-04-26 | Wind -resistant rubber shock insulation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557314U true CN205557314U (en) | 2016-09-07 |
Family
ID=56807492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620356548.4U Active CN205557314U (en) | 2016-04-26 | 2016-04-26 | Wind -resistant rubber shock insulation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557314U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677553A (en) * | 2017-01-09 | 2017-05-17 | 云南震安减震科技股份有限公司 | Bundled type supporting device and method for replacing shock insulation rubber supporting seat |
| CN111535466A (en) * | 2020-05-14 | 2020-08-14 | 常州机电职业技术学院 | Wind-resistant shock insulation device |
-
2016
- 2016-04-26 CN CN201620356548.4U patent/CN205557314U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677553A (en) * | 2017-01-09 | 2017-05-17 | 云南震安减震科技股份有限公司 | Bundled type supporting device and method for replacing shock insulation rubber supporting seat |
| CN111535466A (en) * | 2020-05-14 | 2020-08-14 | 常州机电职业技术学院 | Wind-resistant shock insulation device |
| CN111535466B (en) * | 2020-05-14 | 2022-03-08 | 常州机电职业技术学院 | Wind-resistant shock insulation device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 515041 Guangdong city of Shantou Province Liu Mei Ju Wei Shaoshan Dongtai chemical factory area northbound East plant Patentee after: GUANGDONG YUTAI EARTHQUAKE EQUIPMENT CO.,LTD. Address before: 515041 Guangdong city of Shantou Province Liu Mei Ju Wei Shaoshan Dongtai chemical factory area northbound East plant Patentee before: GUANGDONG YUTAI SEISMIC ISOLATION SCIENCE AND TECHNOLOGY Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20180321 Granted publication date: 20160907 |
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| PP01 | Preservation of patent right | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20210321 Granted publication date: 20160907 |
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| PD01 | Discharge of preservation of patent | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20210321 Granted publication date: 20160907 |
|
| PP01 | Preservation of patent right | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20240321 Granted publication date: 20160907 |
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| PD01 | Discharge of preservation of patent |