CN203961044U - A kind of elastic sliding bearing with wind resistance function - Google Patents
A kind of elastic sliding bearing with wind resistance function Download PDFInfo
- Publication number
- CN203961044U CN203961044U CN201420384151.7U CN201420384151U CN203961044U CN 203961044 U CN203961044 U CN 203961044U CN 201420384151 U CN201420384151 U CN 201420384151U CN 203961044 U CN203961044 U CN 203961044U
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- China
- Prior art keywords
- plate
- upper junction
- wind resistance
- lower steel
- steel plate
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- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 238000007789 sealing Methods 0.000 claims abstract description 19
- 230000007797 corrosion Effects 0.000 claims abstract description 15
- 238000005260 corrosion Methods 0.000 claims abstract description 15
- 238000013016 damping Methods 0.000 claims abstract description 15
- 239000002184 metal Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000006378 damage Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of elastic sliding bearing with wind resistance function, comprise upper junction plate, lower steel plate, wind resistance plate, polyfluortetraethylene plate, corrosion resistant plate and be arranged in the middle part of upper junction plate middle part and lower steel plate between the middle skeleton that is provided with upper sealing plate and lower shrouding, corrosion resistant plate is bonded at above lower steel plate, on lower steel plate, have base surface connecting hole, wind resistance plate is arranged between lower steel plate and upper junction plate, and be fixedly connected with upper junction plate with lower steel plate, polyfluortetraethylene plate is stuck in the groove of lower shrouding, can on corrosion resistant plate, be free to slide, on upper sealing plate, be fixedly connected with upper junction plate, on upper junction plate, have and treat shock-damping structure part connecting hole.The utility model structure design is simple, reasonable in design and result of use is good, has fine windproof performance, safe and reliable, low cost of manufacture.
Description
Technical field
The utility model relates to a kind of elastic slip shock isolating pedestal, especially relates to a kind of elastic sliding bearing with wind resistance function.
Background technology
Along with the height of building is increasing, strong wind is to having used the building harm of elastic sliding bearing just larger.Therefore the wind loading rating that how to improve the building that has used elastic sliding bearing is a very important difficult problem.The elastic sliding bearing using in prior art does not have wind resistance, while installing and using, conventionally by bottom adopt bolt be connected with base surface, the top of elastic sliding bearing treats that by bolt and top shock-damping structure part is connected, polyfluortetraethylene plate in lower shrouding can be free to slide at corrosion resistant plate, under wind effect, treat that excessive slide displacement very easily occurs shock-damping structure part, thereby make top treat the damage 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 elastic sliding bearing with wind resistance function is provided, it is simple in structure, reasonable in design and result of use is good, can effectively solve existing elastic sliding bearing and under wind effect, treat that sliding problem very easily occurs shock-damping structure part, structure is had to the problem of greatly dangerous impact, simultaneously 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 elastic sliding bearing with wind resistance function, comprise upper junction plate, lower steel plate, wind resistance plate, polyfluortetraethylene plate, corrosion resistant plate and be arranged in the middle part of upper junction plate middle part and lower steel plate between middle skeleton, middle skeleton is provided with upper sealing plate and lower shrouding, described corrosion resistant plate is bonded at above lower steel plate, on described lower steel plate, have base surface connecting hole, described wind resistance plate is arranged between lower steel plate and upper junction plate, and be fixedly connected with upper junction plate with lower steel plate, described polyfluortetraethylene plate is stuck in the groove of lower shrouding, can on corrosion resistant plate, be free to slide, on described upper sealing plate, be fixedly connected with upper junction plate, on described upper junction plate, have and treat shock-damping structure part connecting hole.
Described middle skeleton comprises block rubber and polylith steel sheet, upper sealing plate and lower shrouding, described block rubber is arranged between upper junction plate and lower steel plate, polylith steel sheet is evenly arranged on the inside of block rubber, block rubber upper and lower all offers groove, described upper sealing plate is installed in the upper grooves of block rubber, described upper sealing plate is fixedly connected with upper junction plate, and described lower shrouding is installed in the lower recess of block rubber, and described polyfluortetraethylene plate is stuck in the groove of lower shrouding.
Described upper sealing plate is fixedly connected with upper junction plate by the first bolt.
Described upper junction plate and lower steel plate are circular steel plate, the described quantity for the treatment of shock-damping structure part connecting hole and base surface connecting hole is eight, described in eight, treat that shock-damping structure part connecting hole is symmetricly set on upper junction plate, eight described base surface connecting holes are symmetricly set on lower steel plate.
Described wind resistance plate is metal sheet, and described wind resistance plate is fixedly connected with upper junction plate with lower steel plate by bolt.
The utility model compared with prior art has the following advantages:
1, the utility model is simple in structure, reasonable in design and result of use is good.
2, the utility model is used in conjunction with by the wind resistance plate being fixedly connected between lower steel plate and upper junction plate, make elastic sliding bearing there is good wind resistance, wind resistance plate is metal sheet, if can there is not metal yield in clocking requirement under wind action, ensure that elastic sliding bearing slide displacement will be very small, thereby the safety of superstructure and the comfort level that superstructure people lives are ensured, and metal yield can occur wind resistance plate under violent earthquake effect, thereby until fracture does not affect being free to slide of elastic sliding bearing.
Thereby 3, the utility model can effectively solve existing elastic sliding bearing and is out of shape the problem that structural member cannot normally be used at wind effect undersetting, simultaneously safe and reliable, low cost of manufacture.
4, the elastic sliding bearing with wind resistance function that the utility model provides not only can solve ordinary elasticity slip support abutment does not have the problem of wind resistance, and under violent earthquake effect, wind resistance plate fracture can occur and do not affect being free to slide of elastic sliding bearing simultaneously.
Brief description of the drawings
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is the top view of Fig. 1.
Wherein:
1 is upper junction plate; 2 is lower steel plate; 3 is wind resistance plate; 4 is steel sheet; 5 is block rubber; 6 is upper sealing plate; 7 is lower shrouding; 8-1 is the first bolt; 9-treat shock-damping structure part connecting hole; 10 is base surface connecting hole; 11 is polyfluortetraethylene plate; 12 is corrosion resistant plate.
Detailed description of the invention
Below by drawings and Examples, the utility model is described in further detail.
As depicted in figs. 1 and 2, a kind of elastic sliding bearing with wind resistance function, comprise upper junction plate 1, lower steel plate 2, wind resistance plate 3, polyfluortetraethylene plate 11, corrosion resistant plate 12 and be arranged on upper junction plate 1 middle part and lower steel plate 2 middle parts between middle skeleton, on described upper junction plate 1, have and treat shock-damping structure part connecting hole 9, described wind resistance plate 3 is arranged between lower steel plate 2 and upper junction plate 1 and with lower steel plate 2 and is fixedly connected with upper junction plate 1, described polyfluortetraethylene plate 11 is stuck in the groove of lower shrouding 7, can on corrosion resistant plate 12, be free to slide, described corrosion resistant plate 12 is bonded at above lower steel plate 2, on described lower steel plate 2, have base surface connecting hole 10, described middle skeleton comprises block rubber 5 and steel sheet 4, upper sealing plate 6 and lower shrouding 7, described block rubber 5 is arranged between upper junction plate 1 and lower steel plate 2, the quantity of described steel sheet 4 is the inside that polylith and polylith steel sheet 4 are evenly arranged on block rubber 5, block rubber 5 upper and lowers all offer groove, described upper sealing plate 6 is installed in the upper grooves of block rubber 5, described upper sealing plate 6 is fixedly connected with upper junction plate 1, described lower shrouding 7 is installed in the lower recess of block rubber 5.
As depicted in figs. 1 and 2, described upper sealing plate 6 is fixedly connected with upper junction plate 1 by the first bolt 8-1, and described wind resistance plate 3 is fixedly connected with upper junction plate with lower steel plate 2 by bolt, and described polyfluortetraethylene plate 11 can be free to slide at corrosion resistant plate 12.
As depicted in figs. 1 and 2, described upper junction plate 1 and lower steel plate 2 are circular steel plate, the described quantity for the treatment of shock-damping structure part connecting hole 9 and base surface connecting hole 10 is eight, described in eight, treat that shock-damping structure part connecting hole 9 is symmetricly set on upper junction plate 1, eight described base surface connecting holes 10 are symmetricly set on lower steel plate 2.
As depicted in figs. 1 and 2, described wind resistance plate 3 is metal sheet, and described wind resistance plate 3 is that bolt is connected with the connected mode of lower steel plate 2 and upper junction plate 1.
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 (5)
1. one kind has the elastic sliding bearing of wind resistance function, it is characterized in that, comprise upper junction plate (1), lower steel plate (2), wind resistance plate (3), polyfluortetraethylene plate (11), corrosion resistant plate (12) and be arranged in the middle part of upper junction plate (1) middle part and lower steel plate (2) between middle skeleton, middle skeleton is provided with upper sealing plate (6) and lower shrouding (7), described corrosion resistant plate (12) is bonded at lower steel plate (2) above, on described lower steel plate (2), have base surface connecting hole (10), described wind resistance plate (3) is arranged between lower steel plate (2) and upper junction plate (1), and be fixedly connected with upper junction plate (1) with lower steel plate (2), described polyfluortetraethylene plate (11) is stuck in the groove of lower shrouding (7), can on corrosion resistant plate (12), be free to slide, on described upper sealing plate (6), be fixedly connected with upper junction plate (1), on described upper junction plate (1), have and treat shock-damping structure part connecting hole (9).
2. the elastic sliding bearing with wind resistance function according to claim 1, it is characterized in that, described middle skeleton comprises block rubber (5) and polylith steel sheet (4), upper sealing plate (6) and lower shrouding (7), described block rubber (5) is arranged between upper junction plate (1) and lower steel plate (2), polylith steel sheet (4) is evenly arranged on the inside of block rubber (5), block rubber (5) upper and lower all offers groove, described upper sealing plate (6) is installed in the upper grooves of block rubber (5), described upper sealing plate (6) is fixedly connected with upper junction plate (1), described lower shrouding (7) is installed in the lower recess of block rubber (5), described polyfluortetraethylene plate (11) is stuck in the groove of lower shrouding (7).
3. the elastic sliding bearing with wind resistance function according to claim 1, is characterized in that, described upper sealing plate (6) is fixedly connected with upper junction plate (1) by the first bolt (8-1).
4. the elastic sliding bearing with wind resistance function according to claim 1, it is characterized in that, described upper junction plate (1) and lower steel plate (2) are circular steel plate, the described quantity for the treatment of shock-damping structure part connecting hole (9) and base surface connecting hole (10) is eight, described in eight, treat that shock-damping structure part connecting hole (9) is symmetricly set on upper junction plate (1) upper, eight described base surface connecting holes (10) are symmetricly set on lower steel plate (2).
5. the elastic sliding bearing with wind resistance function according to claim 1, it is characterized in that, described wind resistance plate (3) is metal sheet, and described wind resistance plate (3) is fixedly connected with upper junction plate (1) with lower steel plate (2) by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420384151.7U CN203961044U (en) | 2014-07-11 | 2014-07-11 | A kind of elastic sliding bearing with wind resistance function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420384151.7U CN203961044U (en) | 2014-07-11 | 2014-07-11 | A kind of elastic sliding bearing with wind resistance function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203961044U true CN203961044U (en) | 2014-11-26 |
Family
ID=51921645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420384151.7U Expired - Lifetime CN203961044U (en) | 2014-07-11 | 2014-07-11 | A kind of elastic sliding bearing with wind resistance function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203961044U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374221A (en) * | 2019-07-20 | 2019-10-25 | 东莞市建安桩基础工程有限公司 | Foundation engineering vibration insulation structure and its construction method |
-
2014
- 2014-07-11 CN CN201420384151.7U patent/CN203961044U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374221A (en) * | 2019-07-20 | 2019-10-25 | 东莞市建安桩基础工程有限公司 | Foundation engineering vibration insulation structure and its construction method |
| CN110374221B (en) * | 2019-07-20 | 2021-04-06 | 东莞市建安桩基础工程有限公司 | Foundation engineering vibration isolation structure and construction method thereof |
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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: Elastic sliding support with wind-resisting function Effective date of registration: 20161014 Granted publication date: 20141126 Pledgee: Xi'an investment and financing Company limited by guarantee Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY CO., LTD. Registration number: 2016610000045 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20171106 Granted publication date: 20141126 Pledgee: Xi'an investment and financing Company limited by guarantee Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY CO., LTD. Registration number: 2016610000045 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Elastic sliding support with wind-resisting function Effective date of registration: 20171113 Granted publication date: 20141126 Pledgee: Xi'an investment and financing Company limited by guarantee Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY CO., LTD. Registration number: 2017610000145 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20190103 Granted publication date: 20141126 Pledgee: Xi'an investment and financing Company limited by guarantee Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY CO., LTD. Registration number: 2017610000145 |