CN202023272U - Permanent magnet type eddy current tune mass damper - Google Patents
Permanent magnet type eddy current tune mass damper Download PDFInfo
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- CN202023272U CN202023272U CN2011201167047U CN201120116704U CN202023272U CN 202023272 U CN202023272 U CN 202023272U CN 2011201167047 U CN2011201167047 U CN 2011201167047U CN 201120116704 U CN201120116704 U CN 201120116704U CN 202023272 U CN202023272 U CN 202023272U
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- eddy current
- mass
- circular shaft
- permanent magnet
- damping
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Abstract
The utility model relates to a permanent magnet type eddy current tune mass damper, which comprises a steel magnetic conduction baseplate (10), wherein two ends of the baseplate (10) are respectively provided with an end plate (3). The utility model is characterized in that the permanent magnet type eddy current tune mass damper also comprises a circular shaft (4) and straight bearing seats (5); two ends of the circular shaft (4) are respectively arranged on the corresponding end plate (3); the straight bearing seats (5) are sleeved on the circular shaft (4) and can slide on the circular shaft (4); the lower part of the straight bearing seats (5) is connected with a mass block (6); two ends of the mass block (6) are respectively connected with the corresponding end plate (3) by spiral springs (7); the lower part of the mass block (6) is connected with permanent magnets (13); and a copper plate (12) is arranged below the permanent magnets (13) and is connected with the baseplate (10) by a cushion block (11). In the utility model, a specially designed eddy current damping method is adopted to realize adjustable damping of the damper in a larger scale, to achieve complete separation of systematic rigidity and damping, to cancel mechanical friction energy dissipation and stress concentration elements, thereby avoiding common TMD (Tune Mass Damper) damage and failure.
Description
Technical field
The utility model relates to a kind of tuned mass damper that adopts current vortex as damping element, the wind that specifically is applicable to the bridge rigid hanger vibration control of skyscraping structure such as control and power transmission tower of shaking.
Background technology
The long-span arch bridge of China's construction in recent years and steel truss arch bridge have widely applied elongated straight vertical rod part as rigid hanger and truss straight-bar, and the common cross section type of opening rod member is the H type, and the common cross section type of the box rod member of remaining silent is a rectangle.In recent years, in the large-scale steel arch bridge of China's design and construction, had at least two serious suspension rod wind-induced vibration has taken place, and caused bigger disease, and caused the suspension rod wing plate to ftracture because of reversing.
Destruction very easily takes place significantly to vibrate and collapse in natural calamity effects such as high wind, earthquake and ice damages in power transmission tower.The 1000 kV UHV transmission towers that China is building have characteristics such as span is big, the split conductor number is many, and more than power transmission tower average height 100 m, the semi-girder of following cross-arm can reach 50 m.The twisting vibration that the charming appearance and behaviour dynamic response of the big semi-girder power transmission tower of this class particularly reaches under skew wind under the broken string percussion is very remarkable.
Traditional relatively structural measure, structural vibration control can alleviate reaction and the damage accumulation of structure under dynamic actions such as wind, earthquake, vehicle more effectively, improving the antivibration ability of structure effectively and combat a natural disaster performance, is structure antivibration vibration damping and the effective ways and the technology of preventing and reducing natural disasters.Structural vibration control can be divided into Passive Control, ACTIVE CONTROL, half ACTIVE CONTROL and mix control.Passive Control does not need the external world that energy is provided, and relies between the structural element, the consumed energy that interacts between structure and the accessory system, thus reach the purpose of vibration damping.ACTIVE CONTROL is to have under the external energy supply situation, and control device applies active controlling force by certain control law to structure.Half ACTIVE CONTROL is support with the Passive Control, with less energy state of a control is switched, and obtains to control preferably effect.Mixing control is to combine with different control methods, gives full play to advantage separately, makes ACTIVE CONTROL just can reduce structural vibrations effectively by less control.
At present be still the highest Passive Control of reliability what civil engineering was used widely, principal mode has base isolation, energy-obsorbing and damping and passive energy dissipation.Wherein energy-obsorbing and damping is divided into tuned mass damper and liquid condenser etc. again.This patent research tuned mass damper (TMD), it is by mass, flexible member (be used for tuned frequency), damping element (be used for dissipative structure vibrational energy) is formed.TMD has been widely used in the civil engineering structure, shakes and seismic response is controlled as the wind of the earliest application (1971, the wind of Sydney, AUS Centerpoint tower shake control) and more famous China Taiwan 101 mansions, and its mass weighs 730 tons.Studies show that, for the mass ratio of setting (being the ratio of the quality and the main structure quality of TMD minor structure), based on the optimization criterion of definition (generally being that certain response of main structure minimizes or the maximization of append mode damping ratio), TMD exists the frequency ratio (when mass ratio during in 1% left and right sides, frequency ratio generally approaches 1) of an optimum and the damping ratio of optimum.The adjustment of frequency more easily realizes, mainly by realizations such as flexible member such as spring or pendulum.The setting of damping and adjust then relative difficult is especially after TMD processes.The damping element of present small-sized TMD generally adopts rubber, and large-scale TMD then adopts oil damper etc.But elastomeric material exists aging, with rigidity and the not segregative shortcoming of damping, there is leakage of oil in viscous damper and is difficult for problems such as maintenance, also has certain rigidity, and the two all is difficult to realize the later stage adjusting of damping, thereby have a strong impact on manufacturing cost and the effectiveness in vibration suppression of TMD, increase the difficulty and the cost of later maintenance.
Summary of the invention
The technical problems to be solved in the utility model is, the damping that exists at existing TMD technology is difficult for the adjusting problem, a kind of permanent-magnet type eddy current tuned mass damper is provided, the rigidity of this system is separated fully with damping, damping is produced by the current vortex power consumption, can regulate neatly, and have bigger adjustable extent; Adopt the minimum linear ball bearing sprung mass of frictional force, reduce mechanical friction, the structure frictional damping of TMD is regulated the scope of damping ratio less than 1% to improve current vortex; Not only damping ratio can be regulated on a large scale easily 1% ~ 20%, and has improved TMD sensitivity, reliability and application life.
For achieving the above object, the technical scheme that the utility model adopted is, described permanent-magnet type eddy current tuned mass damper comprises steel magnetic conduction base plate, respectively there is end plate at these magnetic conduction base plate two ends, it is characterized in that, also comprise the linear axis bearing that two ends are installed in the circular shaft on the corresponding end plate respectively and are sleeved on the described circular shaft and can slide on this circular shaft, described bearing support bottom is connected to mass, and the two ends of mass link to each other with corresponding end plate through helical spring respectively; Described mass bottom is connected to permanent magnet, and this permanent magnet below is provided with copper coin, and described copper coin links to each other with the magnetic conduction base plate through cushion block.
Below the utility model made further specify.
Referring to Fig. 1, described permanent-magnet type eddy current tuned mass damper comprises steel magnetic conduction base plate (10), respectively there is end plate (3) at these magnetic conduction base plate (10) two ends, it is characterized in that, comprise that also two ends are installed in the circular shaft (4) on the corresponding end plate (3) respectively and are sleeved on the linear axis bearing (5) that described circular shaft (4) is last and can slide on this circular shaft (4), described bearing support (5) bottom is connected to mass (6), and the two ends of mass (6) link to each other with corresponding end plate (3) through helical spring (7) respectively; Described mass (6) bottom is connected to permanent magnet (13), and this permanent magnet (13) below is provided with copper coin (12), and described copper coin (12) links to each other with magnetic conduction base plate (10) through cushion block (11).
Described bearing support (5) can be 2-4 (referring to Fig. 1), and permanent magnet (13) is two at least.
In the said structure, the mass of described permanent-magnet type eddy current tuned mass damper moves through the linear ball bearing guiding, keep motion simultaneously stably, reduced frictional force, be connected permanent magnet on the mass when moving, can in being fixed to the copper coin of base plate, produce current vortex that suppresses the mass relative motion and consumed energy with mass, form bigger electromagnetic damping, and the current vortex damping size that can regulate TMD easily by the gap of regulating copper coin and permanent magnet.
Design respectively at the Rectangular Rigid suspension rod of China's bridge and the 1000 kV UHV transmission towers built and to have manufactured experimently permanent-magnet type eddy current tuned mass damper of the present utility model.Free vibration and vibroplatform forced vibration tests show: when not adding copper coin, when promptly not having current vortex to form, the damping ratio of TMD is below 1%; After adding copper coin, by changing the thickness of copper coin lower bolster, the damping ratio of TMD is the highest to surpass 20%; Under the equal conditions, permanent magnet is near more from copper coin, and the magnetic field around the copper coin is also just strong more, thereby produces bigger current vortex, and the damping ratio of TMD also just improves thereupon.
The utility model is as a kind of novel TMD, the wind that is applicable to the bridge rigid hanger vibration control of skyscraping structure such as control and power transmission tower of shaking, and the advantage that it is compared with prior art has:
1, the mass of permanent-magnet type eddy current tuned mass damper of the present utility model is by the minimum linear ball bearing guiding movement of frictional force, both guaranteed that mass did accurate rectilinear motion, the structural damping of TMD is dropped to below 1%, regulate damping for current vortex extremely low lower limit is provided;
2, permanent-magnet type eddy current tuned mass damper of the present utility model can change the spacing of permanent magnet and copper coin by regulating the thickness of cushion block, realizes the adjusting of damping parameter at an easy rate;
3, permanent-magnet type eddy current tuned mass damper of the present utility model has been realized separating fully of rigidity and damping, and damping force becomes accurate linear relationship with the movement velocity of mass, regulates damping ratio the frequency of described TMD is not had any interference.
4, permanent-magnet type eddy current tuned mass damper of the present utility model adopts permanent magnet to provide and forms the required magnetic field of current vortex, need not outside resources, just can realize bigger damping ratio, especially for outdoor structure such as bridge and power transmission tower etc., can avoid the obstacle that use causes to damper because inconvenience maybe can not guarantee reliable power supply;
5, permanent-magnet type eddy current tuned mass damper of the present utility model does not rely on the mechanical friction power consumption, there is not semi girder iso-stress lumped elements, also do not have problems such as sealing, linear ball bearing and axle all adopt standard component, so reliability and life-span will be much higher than other TMD device.
6, permanent-magnet type eddy current tuned mass damper of the present utility model and main structure are easy to connect, only need the base plate of damper or end plate fixed with main structure to get final product.
Description of drawings
Fig. 1 is the structural representation of a kind of embodiment of the utility model.
In the drawings:
1,2-nut, 3-end plate, 4-circular shaft,
5-linear axis bearing, 6-mass, 7-circular column draft spring,
8,9-screw, 10-magnetic conduction base plate, 11-backing plate,
12-copper coin, 13-permanent magnet.
The specific embodiment
A kind of permanent-magnet type eddy current tuned mass damper as shown in Figure 1, comprises magnetic conduction base plate 10, and respectively there is end plate 3 at these magnetic conduction base plate 10 two ends; And, also comprise the linear axis bearing 5 that two ends are installed in the circular shaft 4 on the corresponding end plate 3 respectively and are sleeved on the described circular shaft 4 and can slide on this circular shaft 4, described bearing support 5 bottoms are connected to mass 6, and the both sides of mass 6 link to each other with corresponding end plate 3 through helical spring 7 respectively; Described mass 6 bottoms are connected to permanent magnet 13, and these permanent magnet 13 belows are provided with copper coin 12, and described copper coin 12 links to each other with magnetic conduction base plate 10 through cushion block 11.
Described bearing support (5) is 2-4 (referring to Fig. 1), and permanent magnet 13 is at least two.
Described linear axis bearing 5 is a linear ball bearing, and described spring 7 adopts spiral stretching spring.
When vibration takes place in the main structure that links to each other with described permanent-magnet type eddy current tuned mass damper, mass 6 is by linear ball bearing 5 guiding movements, mass 6 drives two block permanent magnets 13 that are attached thereto and moves simultaneously, thereby can in the copper coin on being fixed to base plate 10 12, produce the current vortex that suppresses mass 6 relative motions, form the required damping of TMD power consumption, and can realize the adjusting of TMD current vortex damping size by regulating the gap that copper coin 12 following cushion block 11 thickness change copper coin 12 and permanent magnet 13.
Claims (3)
1. permanent-magnet type eddy current tuned mass damper, comprise steel magnetic conduction base plate (10), respectively there is end plate (3) at these magnetic conduction base plate (10) two ends, it is characterized in that, comprise that also two ends are installed in the circular shaft (4) on the corresponding end plate (3) respectively and are sleeved on the linear axis bearing (5) that described circular shaft (4) is last and can slide on this circular shaft (4), described bearing support (5) bottom is connected to mass (6), and the two ends of mass (6) link to each other with corresponding end plate (3) through helical spring (7) respectively; Described mass (6) bottom is connected to permanent magnet (13), and this permanent magnet (13) below is provided with copper coin (12), and described copper coin (12) links to each other with magnetic conduction base plate (10) through cushion block (11).
2. permanent-magnet type eddy current tuned mass damper according to claim 1 is characterized in that, described bearing support (5) is 2-4.
3. permanent-magnet type eddy current tuned mass damper according to claim 1 is characterized in that, described permanent magnet (13) is at least two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201167047U CN202023272U (en) | 2011-04-20 | 2011-04-20 | Permanent magnet type eddy current tune mass damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201167047U CN202023272U (en) | 2011-04-20 | 2011-04-20 | Permanent magnet type eddy current tune mass damper |
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| Publication Number | Publication Date |
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| CN202023272U true CN202023272U (en) | 2011-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201167047U Expired - Fee Related CN202023272U (en) | 2011-04-20 | 2011-04-20 | Permanent magnet type eddy current tune mass damper |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603917A (en) * | 2013-11-18 | 2014-02-26 | 大连理工大学 | Magneto-rheological damper for suspended mass pendulum |
| CN104695578A (en) * | 2015-02-28 | 2015-06-10 | 郑州大学 | Self-resetting magneto-rheological multidimensional vibration isolation and reduction device |
| CN105256910A (en) * | 2015-09-24 | 2016-01-20 | 同济大学 | Fully nonlinear rubber spring damping device |
| CN105386403A (en) * | 2015-10-21 | 2016-03-09 | 华北水利水电大学 | Assembled type current vortex tuned mass damper for pedestrian bridge and manufacturing method |
| CN106400996A (en) * | 2016-09-07 | 2017-02-15 | 同济大学 | Vertical frequency adjustment mass damper for model test and design method of vertical frequency adjustment mass damper |
| CN106969076A (en) * | 2017-03-30 | 2017-07-21 | 河海大学 | A kind of array electromagnetic damper |
| CN113511348A (en) * | 2021-07-15 | 2021-10-19 | 兰州空间技术物理研究所 | Eddy current damping vibration-damping heat-insulating device of vertical thruster |
| US11466745B2 (en) | 2018-06-19 | 2022-10-11 | Steadiwear Inc. | Apparatus and method for suppressing oscillations |
-
2011
- 2011-04-20 CN CN2011201167047U patent/CN202023272U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603917A (en) * | 2013-11-18 | 2014-02-26 | 大连理工大学 | Magneto-rheological damper for suspended mass pendulum |
| CN103603917B (en) * | 2013-11-18 | 2015-12-09 | 大连理工大学 | A kind of magnetorheological suspended mass pendulum damper |
| CN104695578A (en) * | 2015-02-28 | 2015-06-10 | 郑州大学 | Self-resetting magneto-rheological multidimensional vibration isolation and reduction device |
| CN105256910A (en) * | 2015-09-24 | 2016-01-20 | 同济大学 | Fully nonlinear rubber spring damping device |
| CN105256910B (en) * | 2015-09-24 | 2017-07-28 | 同济大学 | Complete non-linear rubber spring damping device |
| CN105386403A (en) * | 2015-10-21 | 2016-03-09 | 华北水利水电大学 | Assembled type current vortex tuned mass damper for pedestrian bridge and manufacturing method |
| CN105386403B (en) * | 2015-10-21 | 2017-02-22 | 华北水利水电大学 | Assembled type current vortex tuned mass damper for pedestrian bridge and manufacturing method |
| CN106400996A (en) * | 2016-09-07 | 2017-02-15 | 同济大学 | Vertical frequency adjustment mass damper for model test and design method of vertical frequency adjustment mass damper |
| CN106969076A (en) * | 2017-03-30 | 2017-07-21 | 河海大学 | A kind of array electromagnetic damper |
| US11466745B2 (en) | 2018-06-19 | 2022-10-11 | Steadiwear Inc. | Apparatus and method for suppressing oscillations |
| CN113511348A (en) * | 2021-07-15 | 2021-10-19 | 兰州空间技术物理研究所 | Eddy current damping vibration-damping heat-insulating device of vertical thruster |
| CN113511348B (en) * | 2021-07-15 | 2022-10-25 | 兰州空间技术物理研究所 | Eddy current damping vibration-damping heat-insulating device of vertical thruster |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111102 Termination date: 20160420 |