CN203640081U - Wind-resistant rubber shock insulation support - Google Patents
Wind-resistant rubber shock insulation support Download PDFInfo
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- CN203640081U CN203640081U CN201320875467.1U CN201320875467U CN203640081U CN 203640081 U CN203640081 U CN 203640081U CN 201320875467 U CN201320875467 U CN 201320875467U CN 203640081 U CN203640081 U CN 203640081U
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Abstract
The utility model discloses a wind-resistant rubber shock insulation support. The wind-resistant rubber shock insulation support comprises an upper connecting plate, a lower connecting plate, a left wind-resistant column arranged between the left side of the upper connecting plate and the left side of the lower connecting plate, a right wind-resistant column arranged between the right side of the upper connecting plate and the right side of the lower connecting plate, and a middle framework arranged between the middle of the upper connecting plate and the middle of the lower connecting plate, a connecting hole of a structural component with shock to be absorbed is formed in the upper connecting plate, a basic plane connecting hole is formed in the lower connecting plate, the upper end of the left wind-resistant column and the upper end of the right wind-resistant column are both fixedly connected with the bottom of the upper connecting plate, the lower end of the left wind-resistant column and the lower end of the right wind-resistant column are both fixedly connected with the top of the lower connecting plate, and the middle framework comprises a rubber block with a through hole formed in the middle of the rubber block, a thin steel plate, an upper sealing plate and a lower sealing plate. The wind-resistant rubber shock insulation support is simple in structure, reasonable in design, convenient to install and use, capable of effectively solving the problem that with an existing rubber shock insulation support, the structural component with shock to be absorbed can not normally work under the action of wind and an earthquake, and the wind-resistant rubber shock insulation support is safe and reliable in use and low in manufacturing cost.
Description
Technical field
The utility model relates to a kind of shock isolating pedestal, especially relates to a kind of wind resistance rubber earthquake isolation support.
Background technology
The rubber earthquake isolation support using in prior art does not have wind resistance, while installing and using, conventionally adopt bolt to be connected with base surface the bottom of rubber earthquake isolation support, the top of rubber earthquake isolation support treats that by bolt and top shock-damping structure part is connected, the shock-damping structure part for the treatment of towering under wind effect very easily shakes, thereby makes to affect top and treat the normal use of shock-damping structure part.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of wind resistance rubber earthquake isolation support is provided, it is simple in structure, reasonable in design, easy to install, can effectively solve existing rubber earthquake isolation support and under the effect of wind and earthquake, treat the normally problem of work of shock-damping structure part, and safe and reliable, low cost of manufacture.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of wind resistance rubber earthquake isolation support, it is characterized in that: comprise upper junction plate, lower connecting plate, multiple left wind-resistant column between being arranged on the left of upper junction plate left side and lower connecting plate and be arranged on upper junction plate right side and lower connecting plate right side between and with the multiple right wind-resistant column of multiple left wind-resistant column symmetries, and middle skeleton between being arranged in the middle part of upper junction plate middle part and lower connecting plate, on described upper junction plate, offer and need shock-damping structure part connecting hole, on described lower connecting plate, offer base surface connecting hole, described left wind-resistant column is identical with right wind-resistant column structure, multiple described left wind-resistant columns are in a plane, multiple described right wind-resistant columns are in a plane, multiple described left wind-resistant columns upper end is all fixedly connected with upper junction plate bottom with multiple described right wind-resistant columns upper end, multiple described left wind-resistant columns lower end is all fixedly connected with lower connecting plate top with multiple described right wind-resistant columns lower end, described middle skeleton comprises that center has the block rubber of through hole, steel sheet, upper sealing plate and lower shrouding, described block rubber is arranged between upper junction plate and lower connecting plate, described steel-sheet quantity is the inside that polylith and polylith steel sheet are evenly arranged on block rubber, described upper sealing plate is installed in the upper grooves of block rubber, described upper sealing plate is fixedly connected with upper junction plate, described lower shrouding is installed in the lower recess of block rubber, described lower shrouding is fixedly connected with lower connecting plate.
Above-mentioned wind resistance rubber earthquake isolation support, is characterized in that: described upper sealing plate is fixedly connected with upper junction plate by the first bolt, and described lower shrouding is fixedly connected with lower connecting plate by the second bolt.
Above-mentioned wind resistance rubber earthquake isolation support, it is characterized in that: described upper junction plate and lower connecting plate are rectangle steel plate, the described quantity for the treatment of shock-damping structure part connecting hole and base surface connecting hole is four, described in four, treat that shock-damping structure part connecting hole is symmetricly set on four angles of upper junction plate, four described base surface connecting holes are symmetricly set on four angles of lower connecting plate.
Above-mentioned wind resistance rubber earthquake isolation support, it is characterized in that: the quantity of described left wind-resistant column is that two and two described left wind-resistant columns are cylindrical metal rod, the quantity of described right wind-resistant column is that two and two described right wind-resistant columns are cylindrical metal rod, the connected mode of two described left wind-resistant columns and upper junction plate and lower connecting plate is welding, and the connected mode of two described right wind-resistant columns and upper junction plate and lower connecting plate is welding.
The utility model compared with prior art has the following advantages:
1, the utility model is simple in structure, reasonable in design, easy to install.
2, the utility model is by being fixedly connected on left wind-resistant column and the right wind-resistant column between upper junction plate and lower connecting plate, solve the towering problem that shock-damping structure part very easily shakes for the treatment of, thereby ensure to treat that shock-damping structure part normally uses, under severe earthquake action, first left wind-resistant column and right wind-resistant column rupture, avoid rubber earthquake isolation support to deform, make rubber earthquake isolation support there is good wind resistance function of shock insulation.
3, thereby the utility model can effectively be solved and make in the effect undersetting deformed damaged of earthquake the problem for the treatment of that shock-damping structure part cannot normally use by the middle skeleton being fixedly connected between upper junction plate and lower connecting plate, simultaneously safe and reliable, low cost of manufacture.
4, the utility model result of use is good, practical, and promotional value is high.
In sum, the utility model is simple in structure, reasonable in design, easy to install, and can effectively solve existing rubber earthquake isolation support and under the effect of wind and earthquake, treat the normally problem of work of shock-damping structure part, and safe and reliable, low cost of manufacture.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Description of reference numerals:
1-1-upper junction plate; 1-2-lower connecting plate; 2-1-left wind-resistant column;
2-2-right wind-resistant column; 3-block rubber; 4-steel sheet;
5-1-upper sealing plate; 5-2-lower shrouding; 6-1-the first bolt;
6-2-the second bolt; 7-through hole; 8-treat shock-damping structure part connecting hole;
9-base surface connecting hole.
Detailed description of the invention
As Fig. 1, shown in Fig. 2, the utility model comprises upper junction plate 1-1, lower connecting plate 1-2, multiple left wind-resistant column 2-1 between being arranged on the left of upper junction plate 1-1 left side and lower connecting plate 1-2 and be arranged on upper junction plate 1-1 right side and lower connecting plate 1-2 right side between and with the multiple right wind-resistant column 2-2 of multiple left wind-resistant column 2-1 symmetries, and middle skeleton between being arranged in the middle part of upper junction plate 1-1 middle part and lower connecting plate 1-2, on described upper junction plate 1-1, offer and need shock-damping structure part connecting hole 8, on described lower connecting plate 1-2, offer base surface connecting hole 9, described left wind-resistant column 2-1 is identical with right wind-resistant column 2-2 structure, multiple described left wind-resistant column 2-1 are in a plane, multiple described right wind-resistant column 2-2 are in a plane, multiple described left wind-resistant column 2-1 upper end is all fixedly connected with upper junction plate 1-1 bottom with multiple described right wind-resistant column 2-2 upper end, multiple described left wind-resistant column 2-1 lower end is all fixedly connected with lower connecting plate 1-2 top with multiple described right wind-resistant column 2-2 lower end, described middle skeleton comprises that center has the block rubber 3 of through hole 7, steel sheet 4, upper sealing plate 5-1 and lower shrouding 5-2, described block rubber 3 is arranged between upper junction plate 1-1 and lower connecting plate 1-2, the quantity of described steel sheet 4 is the inside that polylith and polylith steel sheet 4 are evenly arranged on block rubber 3, described upper sealing plate 5-1 is installed in the upper grooves of block rubber 3, described upper sealing plate 5-1 is fixedly connected with upper junction plate 1-1, described lower shrouding 5-2 is installed in the lower recess of block rubber 3, described lower shrouding 5-2 is fixedly connected with lower connecting plate 1-2.
As depicted in figs. 1 and 2, described upper sealing plate 5-1 is fixedly connected with upper junction plate 1-1 by the first bolt 6-1, and described lower shrouding 5-2 is fixedly connected with lower connecting plate 1-2 by the second bolt 6-2.
As depicted in figs. 1 and 2, described upper junction plate 1-1 and lower connecting plate 1-2 are rectangle steel plate, the described quantity for the treatment of shock-damping structure part connecting hole 8 and base surface connecting hole 9 is four, described in four, treat that shock-damping structure part connecting hole 8 is symmetricly set on four angles of upper junction plate 1-1, four described base surface connecting holes 9 are symmetricly set on four angles of lower connecting plate 1-2.
As depicted in figs. 1 and 2, the quantity of described left wind-resistant column 2-1 is that two and two described left wind-resistant column 2-1 are cylindrical metal rod, the quantity of described right wind-resistant column 2-2 is that two and two described right wind-resistant column 2-2 are cylindrical metal rod, the connected mode of two described left wind-resistant column 2-1 and upper junction plate 1-1 and lower connecting plate 1-2 is welding, and the connected mode of two described right wind-resistant column 2-2 and upper junction plate 1-1 and lower connecting plate 1-2 is welding.
When use, by base surface connecting hole 9, the utility model is connected with base surface, by treat shock-damping structure part connecting hole 8 by the utility model with treat that shock-damping structure part is connected and can use.The utility model is by being fixedly connected on left wind-resistant column 2-1 and the right wind-resistant column 2-2 between upper junction plate 1-1 and lower connecting plate 1-2, solve and toweringly under wind action treated the problem that shock-damping structure part very easily shakes, thereby ensure to treat the normal use of shock-damping structure part, in addition, under geological process, first left wind-resistant column 2-1 and right wind-resistant column 2-2 rupture, be fixedly connected on the middle skeleton performance function of shock insulation between upper junction plate 1-1 and lower connecting plate 1-2, thereby make rubber earthquake isolation support there is good wind resistance isolating affection.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every any simple modification of above embodiment being done according to the utility model technical spirit, change and equivalent structure change, and all still belong in the protection domain of technical solutions of the utility model.
Claims (4)
1. a wind resistance rubber earthquake isolation support, it is characterized in that: comprise upper junction plate (1-1), lower connecting plate (1-2), be arranged on the multiple left wind-resistant column (2-1) between upper junction plate (1-1) left side and lower connecting plate (1-2) left side and be arranged on upper junction plate (1-1) right side and lower connecting plate (1-2) right side between and with the multiple right wind-resistant column (2-2) of multiple left wind-resistant columns (2-1) symmetry, and middle skeleton between being arranged in the middle part of upper junction plate (1-1) middle part and lower connecting plate (1-2), on described upper junction plate (1-1), offer and need shock-damping structure part connecting hole (8), on described lower connecting plate (1-2), offer base surface connecting hole (9), described left wind-resistant column (2-1) is identical with right wind-resistant column (2-2) structure, multiple described left wind-resistant columns (2-1) are in a plane, multiple described right wind-resistant columns (2-2) are in a plane, multiple described left wind-resistant columns (2-1) upper end is all fixedly connected with upper junction plate (1-1) bottom with multiple described right wind-resistant columns (2-2) upper end, multiple described left wind-resistant columns (2-1) lower end is all fixedly connected with lower connecting plate (1-2) top with multiple described right wind-resistant columns (2-2) lower end, described middle skeleton comprises that center has the block rubber of through hole (7) (3), steel sheet (4), upper sealing plate (5-1) and lower shrouding (5-2), described block rubber (3) is arranged between upper junction plate (1-1) and lower connecting plate (1-2), the quantity of described steel sheet (4) is the inside that polylith and polylith steel sheet (4) are evenly arranged on block rubber (3), described upper sealing plate (5-1) is installed in the upper grooves of block rubber (3), described upper sealing plate (5-1) is fixedly connected with upper junction plate (1-1), described lower shrouding (5-2) is installed in the lower recess of block rubber (3), described lower shrouding (5-2) is fixedly connected with lower connecting plate (1-2).
2. according to wind resistance rubber earthquake isolation support claimed in claim 1, it is characterized in that: described upper sealing plate (5-1) is fixedly connected with upper junction plate (1-1) by the first bolt (6-1), described lower shrouding (5-2) is fixedly connected with lower connecting plate (1-2) by the second bolt (6-2).
3. according to the wind resistance rubber earthquake isolation support described in claim 1 or 2, it is characterized in that: described upper junction plate (1-1) and lower connecting plate (1-2) are rectangle steel plate, the described quantity for the treatment of shock-damping structure part connecting hole (8) and base surface connecting hole (9) is four, described in four, treat that shock-damping structure part connecting hole (8) is symmetricly set on four angles of upper junction plate (1-1), four described base surface connecting holes (9) are symmetricly set on four angles of lower connecting plate (1-2).
4. according to the wind resistance rubber earthquake isolation support described in claim 1 or 2, it is characterized in that: the quantity of described left wind-resistant column (2-1) is that two and two described left wind-resistant columns (2-1) are cylindrical metal rod, the quantity of described right wind-resistant column (2-2) is that two and two described right wind-resistant columns (2-2) are cylindrical metal rod, two described left wind-resistant columns (2-1) are welding with the connected mode of upper junction plate (1-1) and lower connecting plate (1-2), two described right wind-resistant columns (2-2) are welding with the connected mode of upper junction plate (1-1) and lower connecting plate (1-2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320875467.1U CN203640081U (en) | 2013-12-24 | 2013-12-24 | Wind-resistant rubber shock insulation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320875467.1U CN203640081U (en) | 2013-12-24 | 2013-12-24 | Wind-resistant rubber shock insulation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203640081U true CN203640081U (en) | 2014-06-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320875467.1U Expired - Fee Related CN203640081U (en) | 2013-12-24 | 2013-12-24 | Wind-resistant rubber shock insulation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203640081U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464237A (en) * | 2015-12-16 | 2016-04-06 | 上海大学 | Nested type shear locking apparatus on rubber shock insulation support |
| CN105569207A (en) * | 2016-03-01 | 2016-05-11 | 云南震安减震科技股份有限公司 | Replaceable simple wind-resistant device |
| CN107314932A (en) * | 2017-06-16 | 2017-11-03 | 河海大学 | Modularization fatigue test place and corollary apparatus, fatigue test method |
-
2013
- 2013-12-24 CN CN201320875467.1U patent/CN203640081U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464237A (en) * | 2015-12-16 | 2016-04-06 | 上海大学 | Nested type shear locking apparatus on rubber shock insulation support |
| CN105569207A (en) * | 2016-03-01 | 2016-05-11 | 云南震安减震科技股份有限公司 | Replaceable simple wind-resistant device |
| CN105569207B (en) * | 2016-03-01 | 2018-07-31 | 云南震安减震科技股份有限公司 | A kind of replaceable simple wind-proof device |
| CN107314932A (en) * | 2017-06-16 | 2017-11-03 | 河海大学 | Modularization fatigue test place and corollary apparatus, fatigue test method |
| CN107314932B (en) * | 2017-06-16 | 2024-04-12 | 河海大学 | Modularized fatigue test field, matched device and fatigue test method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Wind-resistant rubber shock insulation support Effective date of registration: 20170204 Granted publication date: 20140611 Pledgee: Shaanxi Qin Nong rural commercial bank Limited by Share Ltd science and Technology Road Branch Pledgor: Xi'an Dasheng Earthquake Resistant Technology Co., Ltd. Registration number: 2017610000009 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140611 Termination date: 20201224 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |