CN201686933U - Wind control stay cable magnetorheological damping device - Google Patents

Wind control stay cable magnetorheological damping device Download PDF

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Publication number
CN201686933U
CN201686933U CN2010202215984U CN201020221598U CN201686933U CN 201686933 U CN201686933 U CN 201686933U CN 2010202215984 U CN2010202215984 U CN 2010202215984U CN 201020221598 U CN201020221598 U CN 201020221598U CN 201686933 U CN201686933 U CN 201686933U
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China
Prior art keywords
damper
wind
magnetorheological
damping device
adjuster
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Expired - Lifetime
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CN2010202215984U
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Chinese (zh)
Inventor
刘会兵
杨百炼
鲁嘉
张登友
段宁
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CHONGQING METER MATERIALS INST
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CHONGQING METER MATERIALS INST
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

Abstract

The utility model discloses a wind control stay cable magnetorheological damping device, which comprises a stay cable, a magnetorheological damper, a support and a damper adjuster. An output end of the damper adjuster is connected with a wiring end of an electromagnetic wiring end of the magnetorheological damper, an input end of the damper adjuster is connected with an output end of a wind driven generator, and the wind driven generator is mounted on the support. The wind driven generator not only can be utilized as a sensor controlled by the magnetorheological damper, but also can be utilized as a driving power source of the magnetorheological damping device, thereby saving cost and energy and increasing reliability. In addition, the wind control stay cable magnetorheological damping device is small in volume, attractive in molding and small in quantity of cables, does not mess bridge floors, and can realize continuous adjustment of damping force of the magnetorheological damping device without complex control methods or kinetic models, so that stay cables have excellent vibration absorbing effect.

Description

Suspension cable magnetorheological damping device by wind control
Technical field the present invention relates to a kind of Inclined Cable Vibration control device, and particularly a kind of wind-driven generator that utilizes is as suspension cable sensor, controller and driving power, and by the suspension cable magnetorheological damping device of wind control.
Background technology is in order to reduce, suppress the bridge stay cable vibration, and many cable stayed bridges are installed vibration absorber at its suspension cable bottom end vicinity, as passive hydraulic damper, high-damping rubber circle, MR damper etc.Passive hydraulic damper and high-damping rubber circle do not need sensor, controller and power supply, belong to a kind of passive type damper.Passive type damper damping force size can not be regulated with magnitude of vibrations, and affected by environment very big, is difficult to the effectiveness in vibration suppression that reaches desirable.MR damper generally needs extra sensor, controller and driving power, so belong to a kind of half active damper.Add different exciting currents on the MR damper magnet exciting coil, MR damper just can produce the damping force of different sizes, thereby makes every drag-line be in work under the optimal damper state, reaches the purpose that suppresses inhaul cable vibration.
The known MR damper that is used for the suspension cable vibration damping all need be installed vibration displacement or acceleration transducer, controller and power supply on drag-line at present.This kind method cost an arm and a leg, influence bridge cable attractive in appearance, need a large amount of cables; And control is complicated, need set up the kinetic model of drag-line damping system, is difficult to select suitable control method.Also have some to adopt according to weather forecast and manually preestablish MR damper operating current size, this kind method can not be regulated the damping force size in real time according to the inhaul cable vibration situation, and effectiveness in vibration suppression is reduced greatly.
The summary of the invention the purpose of this utility model is exactly at the deficiencies in the prior art, provide and utilize the magnetorheological damping apparatus of wind-driven generator as sensor, controller and driving power, regulate the MR damper damping force to satisfy in real time with wind-force, by the suspension cable magnetorheological damping device of wind control.
For achieving the above object, the utility model adopts following technical scheme:
A kind of suspension cable magnetorheological damping device by wind control, comprise suspension cable, MR damper, support, damper adjuster, the output of damper adjuster is connected with the electromagnetic coil terminals of MR damper, it is characterized in that: the input of described damper adjuster is connected with the output of wind-driven generator, and wind-driven generator is installed on the support.
Preferably, described wind-driven generator is a micro wind turbine generator.
Owing to adopted technique scheme, the connection of micro wind turbine generator output voltage enters into adjuster, and adjuster output is fit to the required drive current of MR damper in the MR damper magnet exciting coil.Damper one end is fixed on the drag-line, and the other end is fixed on the support.When suspension cable was carried by little wind, the voltage that micro wind turbine generator sends was lower, and is less by the drive current of exporting behind the adjuster, shakes thereby the less damping force of MR damper output suppresses less drag-line wind; When suspension cable suffered to carry than strong wind, the voltage that micro wind turbine generator sends is higher, and was bigger by the drive current of exporting behind the adjuster, shakes thereby the bigger damping force of MR damper output suppresses bigger drag-line wind; In the time of calm year, MR damper also can be used as the passive type hydraulic buffer, suppresses the inhaul cable vibration that load such as rainy and vehicular impact cause.In the time of calm year, MR damper can be used as the passive type hydraulic buffer, suppresses the inhaul cable vibration that load such as rainy and vehicular impact cause.
The beneficial effect of a kind of suspension cable magnetorheological damping device by wind control of the utility model is, utilize wind-driven generator both as the sensor of MR damper control, as the MR damper driving power, provide cost savings again, save the energy, improved reliability; Volume is small and exquisite, and is handsome in appearance, do not have a large amount of cables, and bridge floor is clean and tidy, need not complicated control method and kinetic model, just can realize that the MR damper damping force is adjustable continuously, makes drag-line obtain good effectiveness in vibration suppression.
Description of drawings Fig. 1 is the structural representation of a kind of suspension cable vibration damping of the present invention with the magnetorheological damping apparatus of wind control.
Among Fig. 1: 1, micro wind turbine generator; 2, suspension cable; 3, MR damper; 4, bridge tower; 5, bridge floor; 6, support; 7, adjuster; 8, magnet exciting coil lead-in wire.
The specific embodiment is further described the utility model below in conjunction with accompanying drawing, but therefore the utility model is not limited among the described scope of embodiments.
Referring to Fig. 1, a kind of suspension cable magnetorheological damping device by wind control, comprise suspension cable 2, MR damper 3, support 6, damper adjuster 7, the last connecting rod of MR damper 3 is connected with cord clip, cord clip is connected with suspension cable 2, the lower link of MR damper 3 is connected with support 6, the output of damper adjuster 7 is connected with the electromagnetic coil terminals of MR damper 3, it is characterized in that: the input of described damper adjuster 7 is connected with the output of micro wind turbine generator 1, and micro wind turbine generator 1 is installed on the support 6.
Suspension cable 2 two ends are fixed on bridge tower 4 and the bridge floor 5, support 6 is fixed on the bridge floor 5, MR damper 3 is installed between suspension cable 2 and the support 6, the end that MR damper 3 is connected in suspension cable 2 is vertical at an angle of 90 with suspension cable 2, and the input current scope of MR damper 3 is 0~2A DC driven electric current.Micro wind turbine generator 1 is installed on the support 6, and the connection of micro wind turbine generator output voltage enters into adjuster 7, and adjuster 7 outputs are fit to MR damper 3 required drive currents and are connected to MR damper magnet exciting coil lead-in wire 8.When suspension cable 2 was carried by little wind, during as wind speed 4m/s, low speed micro wind turbine generator 1 output 5V DC voltage by adjuster 7 back output 500mA DC driven electric currents, shook thereby MR damper 3 output 1000N damping forces suppress less drag-line wind; When suspension cable suffered to carry than strong wind, during as wind speed 10m/s, low speed micro wind turbine generator 1 output 10V DC voltage by adjuster 7 back output 1A DC driven electric currents, shook thereby MR damper 3 output 1800N damping forces suppress bigger drag-line wind; In the time of calm year, MR damper 3 can be used as the passive type hydraulic buffer, suppresses the inhaul cable vibration that load such as rainy and vehicular impact cause.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof.

Claims (2)

1. suspension cable magnetorheological damping device by wind control, comprise suspension cable (2), MR damper (3), support (6), damper adjuster (7), the output of damper adjuster (7) is connected with the electromagnetic coil terminals of MR damper (3), it is characterized in that: the input of described damper adjuster (7) is connected with the output of wind-driven generator (1), and wind-driven generator (1) is installed on the support (6).
2. the suspension cable magnetorheological damping device by wind control according to claim 1 is characterized in that: described wind-driven generator (1) is a micro wind turbine generator.
CN2010202215984U 2010-06-10 2010-06-10 Wind control stay cable magnetorheological damping device Expired - Lifetime CN201686933U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202215984U CN201686933U (en) 2010-06-10 2010-06-10 Wind control stay cable magnetorheological damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202215984U CN201686933U (en) 2010-06-10 2010-06-10 Wind control stay cable magnetorheological damping device

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CN201686933U true CN201686933U (en) 2010-12-29

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102312407A (en) * 2011-06-30 2012-01-11 哈尔滨工业大学 Stayed cable magneto-rheological shock absorbing device based on piezoelectric energy self-accumulation
CN102943438A (en) * 2012-12-03 2013-02-27 中铁大桥局集团武汉桥梁科学研究院有限公司 External vibration absorber capable of inhibiting vibration of stay cable
CN103469728A (en) * 2013-09-25 2013-12-25 无锡市弘谷振控技术有限公司 External stay cable type damping device
CN105221335A (en) * 2015-10-12 2016-01-06 大连理工大学 A kind ofly reduce the shimmy intelligent controller of fan blade and method thereof
CN107905946A (en) * 2017-10-23 2018-04-13 西北工业大学 A kind of passive load reduction control system of Anti-Typhoon master of offshore wind farm
CN109295854A (en) * 2018-11-22 2019-02-01 华东交通大学 A kind of suspension cable vibration insulating system
CN109295853A (en) * 2018-11-22 2019-02-01 华东交通大学 A kind of windmill type suspension cable vibration insulating system
CN110409287A (en) * 2018-04-26 2019-11-05 株式会社韩国桥梁 Symmetrical hydraulic circuit drag-line damping unit and control method comprising spring-damper
CN109295853B (en) * 2018-11-22 2024-04-23 华东交通大学 Windmill type stay cable vibration reduction system

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102312407A (en) * 2011-06-30 2012-01-11 哈尔滨工业大学 Stayed cable magneto-rheological shock absorbing device based on piezoelectric energy self-accumulation
CN102943438A (en) * 2012-12-03 2013-02-27 中铁大桥局集团武汉桥梁科学研究院有限公司 External vibration absorber capable of inhibiting vibration of stay cable
CN102943438B (en) * 2012-12-03 2014-10-29 中铁大桥局集团武汉桥梁科学研究院有限公司 External vibration absorber capable of inhibiting vibration of stay cable
CN103469728A (en) * 2013-09-25 2013-12-25 无锡市弘谷振控技术有限公司 External stay cable type damping device
CN105221335A (en) * 2015-10-12 2016-01-06 大连理工大学 A kind ofly reduce the shimmy intelligent controller of fan blade and method thereof
CN105221335B (en) * 2015-10-12 2017-12-05 大连理工大学 It is a kind of to reduce the shimmy intelligent controller of fan blade and its method
CN107905946A (en) * 2017-10-23 2018-04-13 西北工业大学 A kind of passive load reduction control system of Anti-Typhoon master of offshore wind farm
CN110409287A (en) * 2018-04-26 2019-11-05 株式会社韩国桥梁 Symmetrical hydraulic circuit drag-line damping unit and control method comprising spring-damper
CN109295854A (en) * 2018-11-22 2019-02-01 华东交通大学 A kind of suspension cable vibration insulating system
CN109295853A (en) * 2018-11-22 2019-02-01 华东交通大学 A kind of windmill type suspension cable vibration insulating system
CN109295853B (en) * 2018-11-22 2024-04-23 华东交通大学 Windmill type stay cable vibration reduction system

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Granted publication date: 20101229