CN204531052U - Novel three-dimensional shock isolating pedestal - Google Patents
Novel three-dimensional shock isolating pedestal Download PDFInfo
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- CN204531052U CN204531052U CN201520234349.1U CN201520234349U CN204531052U CN 204531052 U CN204531052 U CN 204531052U CN 201520234349 U CN201520234349 U CN 201520234349U CN 204531052 U CN204531052 U CN 204531052U
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- 230000035939 shock Effects 0.000 title claims abstract description 18
- 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 title claims abstract description 14
- 238000003466 welding Methods 0.000 claims description 4
- 238000002955 isolation Methods 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 10
- 238000009413 insulation Methods 0.000 abstract description 4
- 230000009471 action Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000009467 reduction Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
The utility model provides novel three-dimensional shock isolating pedestal, comprise the upper junction plate arranged from top to bottom, rubber air spring, middle junction plate, common laminated rubber bearing, lower connecting plate, common laminated rubber bearing arranges between lower connecting plate and middle junction plate, between described upper junction plate and middle junction plate, urceolus is set, outer barrel at least arranges a rubber air spring, the utility model can play good isolation effect to horizontal earthquake and vertical seismic action, also electric equipment etc. can be used for simultaneously, play the effect of sound insulation and noise reduction, there is structure simple, reasonable in design and safe and reliable, the feature of low cost of manufacture.
Description
Technical field
The utility model relates to shock insulation apparatus technical field, especially relates to novel three-dimensional shock isolating pedestal.
Background technology
Research for a large amount of earthquake disaster finds, most of building structure is cut up structure due to the horizontal force of earthquake because collapsing of occurring of earthquake has more than, but because the stress factor of structural element, especially structural member is at vertical stress factor, structural member is in opposing geological process process, lose vertical bearing capacity, become the major incentive of building collapse.Although in recent years, the shock resistance of building structure is significantly improved, the phenomenon that building structure is collapsed in earthquake reduces, but due to seismic high vibration, the plant and instrument that may cause being shelved on the ground of building structure or floor is cast aside, slippage, topple over, the phenomenon such as collision, plant and instrument is damaged, even causes irremediable loss.Therefore these floating equipments, historical relic antique, precision instrument are carried out shock design and be very important.Chinese patent novel three-dimensional shock isolating pedestal, publication number is 104455189A, this disclosure of the invention novel three-dimensional shock isolating pedestal, comprises the lower connecting plate, horizontal seismic isolation bearing, middle junction plate, disk spring vertical earthquake isolating equipment and the upper junction plate that set gradually from bottom to up.Vertical vibration isolation measure is by Effects of Viscous Fluid Damper, disk spring group and ensure that other ancillary methods such as some junction plates, guiding guide rod, caging bolt, ring spring that vertical vibration isolation measure normally works form.By setting up vertical earthquake isolating measure, traditional shock isolating pedestal is improved, vertical motion and vertical little shake effect can be resisted, structure is made to possess certain vertical vibration isolation (shake) ability, but this patented technology vertical vibration isolation measure is by Effects of Viscous Fluid Damper, some junction plates that disk spring group and the measure of guarantee vertical vibration isolation normally work, guiding guide rod, caging bolt, other ancillary methods such as ring spring form, its complex structure, self intrinsic frequency meeting and mesomerism, and isolated dither ability itself, when earthquake, vertical vibration isolation measure easily wrecks, thus three-dimensional shock isolation support usefulness is weakened.
Utility model content
For above-mentioned defect and the problem of prior art, technical problem to be solved in the utility model is to provide novel three-dimensional shock isolating pedestal, by arranging Seismic Isolation of Isolation Layer, free vibration period of structure is extended, and the just translation that structure occurs at Seismic Isolation of Isolation Layer, greatly alleviate the harm that earthquake may cause.
In order to achieve the above object, the utility model provides following technical scheme:
Novel three-dimensional shock isolating pedestal, comprise the upper junction plate, rubber air spring, middle junction plate, common laminated rubber bearing, the lower connecting plate that arrange from top to bottom, common laminated rubber bearing arranges between lower connecting plate and middle junction plate, arrange urceolus between described upper junction plate and middle junction plate, outer barrel at least arranges a rubber air spring.
In technique scheme, described upper junction plate arranges connecting hole.
In technique scheme, described lower connecting plate arranges connecting hole.
In technique scheme, described urceolus is connected by welding manner with upper junction plate.
In technique scheme, described common laminated rubber bearing is fixedly connected with lower connecting plate and middle junction plate respectively by bolt.
The intrinsic vibration frequency of the utility model is lower, because rubber air spring is connected with auxiliary air reservoir, the eigentone of rubber air spring device can be reduced to 0.5-3Hz, under the effect of any load, rubber air spring can keep lower and intimate equal vibration frequency, rubber air spring does not have intermetallic contact simultaneously, therefore can sound insulation, soundproof effect is also fine, good isolation effect can be played to horizontal earthquake and vertical seismic action, also electric equipment etc. can be used for simultaneously, play the effect of sound insulation and noise reduction, there is structure simple, reasonable in design and safe and reliable, the feature of low cost of manufacture.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is vertical cross section structural representation of the present utility model.
Wherein: 1, upper junction plate; 2, middle junction plate; 3, lower connecting plate; 4, common laminated rubber bearing; 5, rubber air spring; 6, urceolus; 7, connecting hole; 8, bolt.
Detailed description of the invention
Below in conjunction with accompanying drawing of the present utility model, be clearly and completely described the technical solution of the utility model, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
According to Fig. 1, as the novel three-dimensional shock isolating pedestal shown in embodiment, comprise the upper junction plate, rubber air spring, middle junction plate, common laminated rubber bearing, the lower connecting plate that arrange from top to bottom, common laminated rubber bearing arranges between lower connecting plate and middle junction plate, and common laminated rubber bearing is fixedly connected with lower connecting plate and middle junction plate respectively respectively by bolt.
Between upper junction plate and middle junction plate, urceolus is set, after urceolus and upper junction plate connect into entirety by welding manner, outer barrel forms a space, in the space of outer barrel, the telescopic rubber air spring of more than 2 or 2 is set, telescopic rubber air spring is by working cylinder, piston and auxiliary air reservoir composition, utilize the compressibility of air to realize its elasticity, the throttle orifice arranged between rubber air spring and auxiliary air reservoir, when there is vibration in load on telescopic rubber air spring, air flows through throttle orifice generation energy loss, thus the effect of damped vibration is played.When infringement occurs for rubber air spring or auxiliary air reservoir, the structure of upper junction plate welding urceolus, facilitates the utility model and keeps in repair, and does not thus need overall replacement, decreases the cost of user.
The shape of upper junction plate and lower connecting plate is rectangle steel plate, and four angles of upper junction plate or lower connecting plate arrange connecting hole respectively, and the connecting hole of upper junction plate is used for using bolt to be connected with superstructure, the connecting hole of lower connecting plate with for being connected with basis.
During use, by the connecting hole of lower connecting plate, the utility model is connected with base surface, by the connecting hole of upper junction plate, the utility model is connected with superstructure and can uses.
The above; be only detailed description of the invention of the present utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; change can be expected easily or replace, all should be encompassed within protection domain of the present utility model.Therefore, protection domain of the present utility model should described be as the criterion with the protection domain of claim.
Claims (4)
1. novel three-dimensional shock isolating pedestal, comprise the upper junction plate, rubber air spring, middle junction plate, common laminated rubber bearing, the lower connecting plate that arrange from top to bottom, common laminated rubber bearing arranges between lower connecting plate and middle junction plate, it is characterized in that: arrange urceolus between described upper junction plate and middle junction plate, outer barrel at least arranges a rubber air spring.
2. novel three-dimensional shock isolating pedestal according to claim 1, is characterized in that: described upper junction plate and lower connecting plate arrange connecting hole respectively.
3. novel three-dimensional shock isolating pedestal according to claim 2, is characterized in that: described urceolus is connected by welding manner with upper junction plate.
4. novel three-dimensional shock isolating pedestal according to claim 3, is characterized in that: described common laminated rubber bearing is fixedly connected with lower connecting plate and middle junction plate respectively by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520234349.1U CN204531052U (en) | 2015-04-16 | 2015-04-16 | Novel three-dimensional shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520234349.1U CN204531052U (en) | 2015-04-16 | 2015-04-16 | Novel three-dimensional shock isolating pedestal |
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| Publication Number | Publication Date |
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| CN204531052U true CN204531052U (en) | 2015-08-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520234349.1U Active CN204531052U (en) | 2015-04-16 | 2015-04-16 | Novel three-dimensional shock isolating pedestal |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105406374A (en) * | 2015-11-27 | 2016-03-16 | 同济大学 | Seismic substation support post equipment connecting device capable of adjusting installation position |
| CN106835961A (en) * | 2017-03-23 | 2017-06-13 | 北京工业大学 | A kind of air spring composite three-dimensional shock isolating pedestal |
| CN108396786A (en) * | 2018-05-09 | 2018-08-14 | 宁波大学 | A kind of isolation mounting |
| CN108560576A (en) * | 2018-03-13 | 2018-09-21 | 黑龙江科技大学 | Steel reinforced concrete frame column shock isolating pedestal device and its construction method |
| CN110344321A (en) * | 2019-07-12 | 2019-10-18 | 沈阳建筑大学 | A kind of multidimensional subtracts shock insulation smart bridge support and its construction method |
| CN112343228A (en) * | 2020-11-11 | 2021-02-09 | 中国建筑标准设计研究院有限公司 | Shock insulation floor structure and construction method thereof |
-
2015
- 2015-04-16 CN CN201520234349.1U patent/CN204531052U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105406374A (en) * | 2015-11-27 | 2016-03-16 | 同济大学 | Seismic substation support post equipment connecting device capable of adjusting installation position |
| CN105406374B (en) * | 2015-11-27 | 2018-02-09 | 同济大学 | A kind of Anti-seismic transformer station pillar equipment connecting device of adjustable mounting position |
| CN106835961A (en) * | 2017-03-23 | 2017-06-13 | 北京工业大学 | A kind of air spring composite three-dimensional shock isolating pedestal |
| CN108560576A (en) * | 2018-03-13 | 2018-09-21 | 黑龙江科技大学 | Steel reinforced concrete frame column shock isolating pedestal device and its construction method |
| CN108396786A (en) * | 2018-05-09 | 2018-08-14 | 宁波大学 | A kind of isolation mounting |
| CN108396786B (en) * | 2018-05-09 | 2023-12-12 | 宁波大学 | Vibration isolation device |
| CN110344321A (en) * | 2019-07-12 | 2019-10-18 | 沈阳建筑大学 | A kind of multidimensional subtracts shock insulation smart bridge support and its construction method |
| CN110344321B (en) * | 2019-07-12 | 2023-12-15 | 沈阳建筑大学 | Multidimensional seismic reduction and isolation intelligent bridge support and construction method thereof |
| CN112343228A (en) * | 2020-11-11 | 2021-02-09 | 中国建筑标准设计研究院有限公司 | Shock insulation floor structure and construction method thereof |
| CN112343228B (en) * | 2020-11-11 | 2022-12-13 | 中国建筑标准设计研究院有限公司 | Shock insulation floor 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: Novel three-dimensional earthquake insulation support Effective date of registration: 20181122 Granted publication date: 20150805 Pledgee: Xi'an Jiaheng Pawn Co.,Ltd. Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY Co.,Ltd. Registration number: 2018610000192 |
|
| PE01 | Entry into force 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: 20190123 Granted publication date: 20150805 Pledgee: Xi'an Jiaheng Pawn Co.,Ltd. Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY Co.,Ltd. Registration number: 2018610000192 |
|
| PC01 | Cancellation 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 | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A new type of three-dimensional isolation bearing Effective date of registration: 20221213 Granted publication date: 20150805 Pledgee: Xi'an Jiaheng Pawn Co.,Ltd. Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY Co.,Ltd. Registration number: Y2022610000806 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20230410 Granted publication date: 20150805 Pledgee: Xi'an Jiaheng Pawn Co.,Ltd. Pledgor: SHAANXI YONGAN DAMPING TECHNOLOGY Co.,Ltd. Registration number: Y2022610000806 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| DD01 | Delivery of document by public notice |
Addressee: SHAANXI YONGAN DAMPING TECHNOLOGY Co.,Ltd. Person in charge of patents Document name: payment instructions |
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| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: SHAANXI YONGAN DAMPING TECHNOLOGY Co.,Ltd. Person in charge of patents Document name: Notice of Termination of Patent Rights |
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| DD01 | Delivery of document by public notice |