CN107620396A - A kind of half active current vortex laminated rubber bases system - Google Patents
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- 238000005265 energy consumption Methods 0.000 claims description 3
- 238000010438 heat treatment Methods 0.000 claims description 3
- 238000013480 data collection Methods 0.000 claims 3
- 238000007405 data analysis Methods 0.000 claims 2
- 238000002955 isolation Methods 0.000 abstract description 9
- 230000035939 shock Effects 0.000 abstract description 3
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- 239000000463 material Substances 0.000 description 11
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- PFNCLDWLINRYCV-UHFFFAOYSA-N [Cd].[Ni].[Co] Chemical compound [Cd].[Ni].[Co] PFNCLDWLINRYCV-UHFFFAOYSA-N 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 229910052793 cadmium Inorganic materials 0.000 description 2
- BDOSMKKIYDKNTQ-UHFFFAOYSA-N cadmium atom Chemical compound [Cd] BDOSMKKIYDKNTQ-UHFFFAOYSA-N 0.000 description 2
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- KPLQYGBQNPPQGA-UHFFFAOYSA-N cobalt samarium Chemical compound [Co].[Sm] KPLQYGBQNPPQGA-UHFFFAOYSA-N 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
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- 229910052742 iron Inorganic materials 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 229910052761 rare earth metal Inorganic materials 0.000 description 2
- 150000002910 rare earth metals Chemical class 0.000 description 2
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Abstract
本发明涉及一种半主动电涡流叠层橡胶支座系统,由叠层橡胶支座与半主动电涡流阻尼系统组成,其中:半主动电涡流阻尼系统由固定部件、永磁体、数据采集与分析系统、导磁板、作动器、底部固定板和导体板组成。本发明的半主动电涡流阻尼系统在发生地震时,能根据地震波的瞬时频率,实时调节电涡流阻尼力的大小,增强电涡流叠层橡胶支座系统的隔震效果,降低上部结构的响应。本发明用电涡流阻尼代替传统的黏滞阻尼,能够提高阻尼器的稳定性和耐久性,简化阻尼器的设计。本发明的阻尼力大小可由作动器实时改变导体板与永磁体块之间的间隔距离来改变,以提高电涡流叠层橡胶支座系统的隔震效果。
The invention relates to a semi-active eddy current laminated rubber support system, which is composed of a laminated rubber support and a semi-active eddy current damping system, wherein: the semi-active eddy current damping system consists of fixed parts, permanent magnets, data acquisition and analysis System, magnetic guide plate, actuator, bottom fixed plate and conductor plate. The semi-active eddy current damping system of the present invention can adjust the size of the eddy current damping force in real time according to the instantaneous frequency of the seismic wave when an earthquake occurs, enhance the shock isolation effect of the eddy current laminated rubber bearing system, and reduce the response of the upper structure. The invention replaces traditional viscous damping with eddy current damping, can improve the stability and durability of the damper, and simplify the design of the damper. The magnitude of the damping force of the invention can be changed by changing the distance between the conductor plate and the permanent magnet block in real time by the actuator, so as to improve the vibration isolation effect of the eddy current laminated rubber bearing system.
Description
技术领域technical field
本发明属于工程抗震领域,具体为一种半主动电涡流叠层橡胶支座系统。The invention belongs to the field of anti-seismic engineering, in particular to a semi-active electric eddy current laminated rubber bearing system.
背景技术Background technique
地震是严重威胁人民生命财产安全的自然灾害。传统的建筑结构采用“抗”的方式防御地震。这种做法不但不经济,而且还可能反而放大地震作用。隔震结构是新兴的一种抵御地震的结构形式,通过在建筑结构的底部增加隔震层,增大上部结构的自振周期,以减小地震响应,并通过阻尼装置消耗地震能量。叠层橡胶支座大量用于隔震结构中。Earthquakes are natural disasters that seriously threaten the safety of people's lives and property. Traditional building structures are protected against earthquakes in a "resistance" manner. This approach is not only uneconomical, but also may amplify the earthquake effect on the contrary. Seismic isolation structure is a new form of earthquake-resistant structure. By adding a seismic isolation layer at the bottom of the building structure, the natural vibration period of the upper structure is increased to reduce the seismic response, and the seismic energy is consumed through the damping device. Laminated rubber bearings are widely used in seismic isolation structures.
传统的叠层橡胶支座常采用液压黏滞阻尼器提供附加阻尼,在提供阻尼的同时,也会有一定刚度,无法做到刚度与阻尼的完全分离,影响设计分析。而且,液压黏滞阻尼器还存在漏油、不易养护、后期难以调节等问题,增加维护的难度和成本。电涡流阻尼是对液压黏滞阻尼的一大创新。电涡流阻尼器的原理是,导体质量块在运动时切割磁感线,根据法拉第电磁感应原理,在导体内就会产生感应电动势,形成电涡流,将振动能量转化为导体的热量,从而实现振动控制。电涡流阻尼器的优势在于:磁体与导体之间没有直接接触,无摩擦阻尼和磨损;不受温度等环境影响;不存在漏油等状况,易于维护且耐久性好。Traditional laminated rubber bearings often use hydraulic viscous dampers to provide additional damping. While providing damping, there is also a certain stiffness, which cannot completely separate stiffness and damping, which affects design analysis. Moreover, the hydraulic viscous damper also has problems such as oil leakage, difficult maintenance, and difficult adjustment in the later stage, which increases the difficulty and cost of maintenance. Eddy current damping is a major innovation of hydraulic viscous damping. The principle of the eddy current damper is that the conductor mass cuts the magnetic induction line when it is moving. According to Faraday's electromagnetic induction principle, an induced electromotive force will be generated in the conductor to form an eddy current, and the vibration energy will be converted into the heat of the conductor, thereby realizing vibration. control. The advantages of the eddy current damper are: there is no direct contact between the magnet and the conductor, no frictional damping and wear; it is not affected by the environment such as temperature; there is no oil leakage, etc., it is easy to maintain and has good durability.
半主动控制是新兴的一种结构振动控制形式。半主动控制通过在减隔震装置中附加控制系统,已提高减隔震装置的控制效果,既能保证建筑结构在地震作用下的安全,又具有需要外界提供能量少,稳定性高的优点。Semi-active control is an emerging form of structural vibration control. Semi-active control has improved the control effect of the seismic isolation device by adding a control system to the seismic isolation device, which can not only ensure the safety of the building structure under the action of earthquakes, but also has the advantages of requiring less external energy and high stability.
发明内容Contents of the invention
本发明的目的在于提供一种半主动电涡流叠层橡胶支座系统,以克服现有技术中的上述缺点,在地震作用下,能实时采集并分析地震波的瞬时频率,控制作动器调节电涡流阻尼力,以改变整个电涡流叠层橡胶支座系统的阻尼,提高隔震效果,保证上部结构的安全。The purpose of the present invention is to provide a semi-active eddy current laminated rubber bearing system to overcome the above-mentioned shortcomings in the prior art. Under the action of an earthquake, it can collect and analyze the instantaneous frequency of seismic waves in real time, and control the actuator to adjust The eddy current damping force is used to change the damping of the entire eddy current laminated rubber bearing system, improve the shock isolation effect, and ensure the safety of the upper structure.
为实现上述目的,本发明采用以下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
本发明提出的一种半主动电涡流叠层橡胶支座系统,由叠层橡胶支座2与半主动电涡流阻尼系统5组成,其中:叠层橡胶支座2位于上部结构1底部两侧,叠层橡胶支座2固定于基础上方,半主动电涡流阻尼系统5位于叠层橡胶支座2、上部结构1和基础组成的空间内;所述半主动电涡流阻尼系统5由固定部件3、永磁体4、数据采集与分析器6、导磁板7、作动器8、底部固定板9和导体板10组成,永磁体4通过固定部件3连接于上部结构1底部,底部固定板9固定于基础顶部,作动器8一端安装于底部固定板9顶部,另一端安装于导磁板7底部,导磁板7上方固定有导体板10,导体板10位于永磁体4下方,数据采集与分析器6固定于基础上,数据采集与分析器6连接作动器8,当发生地震时,所述永磁体4发生水平向振动,与导体板10发生切割磁感应线运动,通过导体板10的发热消耗地震能量,所述导磁板7的作用为增强磁场强度,提高耗能效果。A semi-active eddy current laminated rubber support system proposed by the present invention is composed of a laminated rubber support 2 and a semi-active eddy current damping system 5, wherein: the laminated rubber support 2 is located on both sides of the bottom of the upper structure 1, The laminated rubber bearing 2 is fixed above the foundation, and the semi-active eddy current damping system 5 is located in the space formed by the laminated rubber bearing 2, the superstructure 1 and the foundation; the semi-active eddy current damping system 5 consists of a fixed part 3, Composed of permanent magnet 4, data acquisition and analyzer 6, magnetic guide plate 7, actuator 8, bottom fixed plate 9 and conductor plate 10, permanent magnet 4 is connected to the bottom of superstructure 1 through fixed part 3, and bottom fixed plate 9 is fixed On the top of the foundation, one end of the actuator 8 is installed on the top of the bottom fixed plate 9, and the other end is installed on the bottom of the magnetic permeable plate 7. A conductor plate 10 is fixed above the magnetic permeable plate 7, and the conductor plate 10 is located under the permanent magnet 4. Data acquisition and The analyzer 6 is fixed on the foundation, and the data acquisition and analyzer 6 is connected to the actuator 8. When an earthquake occurs, the permanent magnet 4 vibrates horizontally and moves with the conductor plate 10 to cut the magnetic induction line. Heating consumes seismic energy, and the function of the magnetically conductive plate 7 is to enhance the magnetic field strength and improve the energy consumption effect.
本发明中,所述固定部件3固定安装于上部结构1的底部,永磁体4用螺栓固定于固定部件3的底部。In the present invention, the fixing part 3 is fixedly installed on the bottom of the superstructure 1, and the permanent magnet 4 is fixed on the bottom of the fixing part 3 with bolts.
本发明中,所述数据采集与分析器6在发生地震时,能够实时采集处理地震波的瞬时频率,并根据获得的瞬时频率控制作动器8作上下运动,以此改变导体板10与永磁体4之间的间隔距离,改变电涡流阻尼力的大小。In the present invention, when an earthquake occurs, the data acquisition and analyzer 6 can collect and process the instantaneous frequency of the seismic wave in real time, and control the actuator 8 to move up and down according to the obtained instantaneous frequency, so as to change the conductor plate 10 and the permanent magnet. 4, change the size of the eddy current damping force.
本发明中,所述永磁体块的材料可为稀土永磁材料、钐钴、镍镉钴、铁氧体永磁材料等;所述导体板的材料可为铜、铝等;所述导磁板的材料可为铁、镉、钴等。In the present invention, the material of the permanent magnet block can be rare earth permanent magnet material, samarium cobalt, nickel cadmium cobalt, ferrite permanent magnet material, etc.; the material of the conductor plate can be copper, aluminum, etc.; The material of the plate can be iron, cadmium, cobalt, etc.
本发明中,所述作动器上下活动距离范围为2~15mm。In the present invention, the vertical moving distance of the actuator ranges from 2 to 15 mm.
与现有技术相比,本发明具有如下有益技术效果:Compared with the prior art, the present invention has the following beneficial technical effects:
本发明的一种半主动电涡流叠层橡胶支座系统,在地震作用下,能实时采集并分析地震波的瞬时频率,控制作动器调节电涡流阻尼力,以改变整个电涡流叠层橡胶支座系统的阻尼,提高隔震效果,保证上部结构的安全。A semi-active eddy current laminated rubber bearing system of the present invention can collect and analyze the instantaneous frequency of seismic waves in real time under the action of an earthquake, and control the actuator to adjust the eddy current damping force to change the entire eddy current laminated rubber bearing system. The damping of the seat system improves the shock isolation effect and ensures the safety of the upper structure.
附图说明Description of drawings
图1是本发明的一种半主动电涡流叠层橡胶支座系统主视图;Fig. 1 is a front view of a semi-active eddy current laminated rubber bearing system of the present invention;
图2是本发明的半主动电涡流阻尼系统示意图;Fig. 2 is a schematic diagram of the semi-active eddy current damping system of the present invention;
图中标号:1-上部结构,2-叠层橡胶支座,3-固定部件,4-永磁体,5-半主动电涡流阻尼系统,6-数据采集与分析系统,7-导磁板,8-作动器,9-底部固定板,10-导体板。Labels in the figure: 1-upper structure, 2-laminated rubber bearing, 3-fixed parts, 4-permanent magnet, 5-semi-active eddy current damping system, 6-data acquisition and analysis system, 7-magnetic plate, 8-actuator, 9-bottom fixed plate, 10-conductor plate.
具体实施方式detailed description
下面结合附图对本发明的技术方案做进一步的详细说明。The technical solution of the present invention will be further described in detail below in conjunction with the accompanying drawings.
实施例1:如图1至图2所示,本发明的一种半主动电涡流叠层橡胶支座系统由叠层橡胶支座2与半主动电涡流阻尼系统5组成,其中:Embodiment 1: As shown in Figures 1 to 2, a semi-active eddy current laminated rubber bearing system of the present invention consists of a laminated rubber bearing 2 and a semi-active eddy current damping system 5, wherein:
所述半主动电涡流阻尼系统5由固定部件3、永磁体4、数据采集与分析器6、导磁板7、作动器8、底部固定板9和导体板10组成。The semi-active eddy current damping system 5 is composed of a fixed part 3 , a permanent magnet 4 , a data acquisition and analyzer 6 , a magnetic guide plate 7 , an actuator 8 , a bottom fixed plate 9 and a conductor plate 10 .
所述固定部件3固定安装于上部结构1的底部,永磁体4用螺栓固定于固定部件3的底部。The fixing part 3 is fixedly installed on the bottom of the superstructure 1, and the permanent magnet 4 is fixed on the bottom of the fixing part 3 with bolts.
发生地震时,所述永磁体4发生水平向振动,与导体板10发生切割磁感应线运动,通过导体板10的发热消耗地震能量,所述导磁板7的作用为增强磁场强度,提高耗能效果。When an earthquake occurs, the permanent magnet 4 vibrates horizontally and cuts the magnetic induction line with the conductor plate 10. The seismic energy is consumed by the heating of the conductor plate 10. The function of the magnetic guide plate 7 is to enhance the magnetic field strength and increase energy consumption. Effect.
所述数据采集与分析器6在发生地震时,能够实时采集处理地震波的瞬时频率,并根据内置算法控制作动器8的上下运动。The data acquisition and analyzer 6 can collect and process the instantaneous frequency of the seismic wave in real time when an earthquake occurs, and control the up and down movement of the actuator 8 according to the built-in algorithm.
所述底部固定板9与地面固接,作动器8安装于底部固定板9的顶部和导磁板7的底部。接受数据采集与分析器6的控制而上下运动,以此改变导体板10与永磁体4之间的间隔距离,改变电涡流阻尼力的大小。The bottom fixing plate 9 is fixed to the ground, and the actuator 8 is installed on the top of the bottom fixing plate 9 and the bottom of the magnetic conductive plate 7 . It moves up and down under the control of the data acquisition and analyzer 6, thereby changing the distance between the conductor plate 10 and the permanent magnet 4, and changing the magnitude of the eddy current damping force.
所述永磁体块7的材料可为稀土永磁材料、钐钴、镍镉钴、铁氧体永磁材料等;所述导体板8的材料可为铜、铝等;所述导磁板9的材料可为铁、镉、钴等。The material of the permanent magnet block 7 can be rare earth permanent magnet material, samarium cobalt, nickel cadmium cobalt, ferrite permanent magnet material, etc.; the material of the conductor plate 8 can be copper, aluminum, etc.; The material can be iron, cadmium, cobalt and so on.
所述活动轴承10上下活动距离范围为2~15mm。The movable bearing 10 moves up and down in a range of 2 to 15 mm.
这里本发明的描述和应用是说明性的,并非想将本发明的范围限制在上述实施例中。这里所披露的实施例的变形和改变是可能的,对于那些本领域的普通技术人员来说,实施例的替换和等效的各种部件是公知的。本领域技术人员应该清楚的是,在不脱离本发明的精神或本质特征的情况下,本发明可以以其它形式、结构、布置、比例,以及用其它组件、材料和部件来实现。在不脱离本发明范围和精神的情况下,可以对这里所披露的实施例进行其它变形和改变。The description and application of the invention herein is illustrative and is not intended to limit the scope of the invention to the above-described embodiments. Variations and changes to the embodiments disclosed herein are possible, and substitutions and equivalents for various components of the embodiments are known to those of ordinary skill in the art. It should be clear to those skilled in the art that the present invention can be realized in other forms, structures, arrangements, proportions, and with other components, materials and components without departing from the spirit or essential characteristics of the present invention. Other modifications and changes may be made to the embodiments disclosed herein without departing from the scope and spirit of the invention.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108590301A (en) * | 2018-04-19 | 2018-09-28 | 同济大学 | A kind of electric vortex type coupling beam damper |
CN108678478A (en) * | 2018-04-20 | 2018-10-19 | 同济大学 | A kind of magnetic rheology elastic body formula coupling beam damper |
CN113833149A (en) * | 2021-10-18 | 2021-12-24 | 湖南大学 | Tuned inerter damping support |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6475750A (en) * | 1987-09-16 | 1989-03-22 | Toshiba Corp | Earthquakeproof device for structure |
CN205153116U (en) * | 2015-11-16 | 2016-04-13 | 智性科技南通有限公司 | Prefabricated modularization assembled shock insulation building structure |
CN206052963U (en) * | 2016-07-26 | 2017-03-29 | 东南大学 | The top shock insulation building module structure of the self adaptation shock insulation number of plies |
CN106894331A (en) * | 2017-04-25 | 2017-06-27 | 沈阳建筑大学 | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper |
CN106989130A (en) * | 2017-05-09 | 2017-07-28 | 同济大学 | A kind of half active mono-pendulum type eddy current tuned mass damper |
-
2017
- 2017-09-20 CN CN201710849001.7A patent/CN107620396A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6475750A (en) * | 1987-09-16 | 1989-03-22 | Toshiba Corp | Earthquakeproof device for structure |
CN205153116U (en) * | 2015-11-16 | 2016-04-13 | 智性科技南通有限公司 | Prefabricated modularization assembled shock insulation building structure |
CN206052963U (en) * | 2016-07-26 | 2017-03-29 | 东南大学 | The top shock insulation building module structure of the self adaptation shock insulation number of plies |
CN106894331A (en) * | 2017-04-25 | 2017-06-27 | 沈阳建筑大学 | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper |
CN106989130A (en) * | 2017-05-09 | 2017-07-28 | 同济大学 | A kind of half active mono-pendulum type eddy current tuned mass damper |
Non-Patent Citations (1)
Title |
---|
陈文元: "《结构抗震与措施》", 30 September 2015 * |
Cited By (4)
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CN108590301A (en) * | 2018-04-19 | 2018-09-28 | 同济大学 | A kind of electric vortex type coupling beam damper |
CN108590301B (en) * | 2018-04-19 | 2020-08-18 | 同济大学 | An eddy current coupling beam damper |
CN108678478A (en) * | 2018-04-20 | 2018-10-19 | 同济大学 | A kind of magnetic rheology elastic body formula coupling beam damper |
CN113833149A (en) * | 2021-10-18 | 2021-12-24 | 湖南大学 | Tuned inerter damping support |
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