CN203516584U - Magneto-rheological suspension-mass pendulum damper - Google Patents

Magneto-rheological suspension-mass pendulum damper Download PDF

Info

Publication number
CN203516584U
CN203516584U CN201320729844.0U CN201320729844U CN203516584U CN 203516584 U CN203516584 U CN 203516584U CN 201320729844 U CN201320729844 U CN 201320729844U CN 203516584 U CN203516584 U CN 203516584U
Authority
CN
China
Prior art keywords
bearing
outer ring
magnetorheological
magneto
mass pendulum
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
CN201320729844.0U
Other languages
Chinese (zh)
Inventor
霍林生
李旭
李宏男
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dalian University of Technology
Original Assignee
Dalian University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dalian University of Technology filed Critical Dalian University of Technology
Priority to CN201320729844.0U priority Critical patent/CN203516584U/en
Application granted granted Critical
Publication of CN203516584U publication Critical patent/CN203516584U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Fluid-Damping Devices (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The utility model relates to a magneto-rheological suspension-mass pendulum damper, belonging to the field of vibration control of civil engineering. The magneto-rheological suspension-mass pendulum damper can realize semi-active control on a suspension-mass pendulum damper. The magneto-rheological suspension-mass pendulum damper comprises a magneto-rheological pendulum shaft system, a rigid suspender, a clump weight and the like. A closed magneto-rheological device is designed inside a rotating bearing of the suspender, so that the rotating shaft is closed in a magneto-rheological fluid environment, a blade is arranged on the bearing, and the purpose of adjusting the resistance of the blade can be achieved by controlling the status of the magneto-rheological fluid through a control power supply. The magneto-rheological suspension-mass pendulum damper is applicable to flexible structures and high-rise structures of civil engineering structures, and breaks through the limit that the pendulum shaft of the original mass pendulum system is incontrollable in pendulum angle and pendulum speed. The civil engineering structure is large in volume and the mass of the tuned mass pendulum damper is huge, so that realizing the semi-active control on the mass pendulum device needs high power. The magneto-rheological system is less in power consumption and large in output, and according to the magneto-rheological suspension-mass pendulum damper, the semi-active control on the tuned mass pendulum damper can be realized through a current.

Description

A kind of magnetorheological suspended mass pendulum damper device
Technical field:
The utility model belongs to the vibration control field of civil engineering, specifically, is to control angular velocity and the pendulum angle of swing by changing the magnetorheological system state of balance staff, thereby reaches the half ACTIVE CONTROL damper that regulates control force.
Background technique:
The antidetonation wind force proofing design of tradition civil engineering structure is by improving the ability of structure self seismic energy that dissipates.Yet for more serious natural disaster, as macroseism typhoon etc., this method is both uneconomical, also cannot meet the requirement to safety, falls flat.Structural vibration control is the effective ways of structures under wind antidetonation, in the last thirty years, in theoretical research and engineering application aspect, has obtained great achievement.Suspended mass pendulum mass system is a kind of effective vibration reducing measure that is applied to flexible structure and high-level structure, and design and installation is simple and convenient, cost is low, is the control gear that a kind of practicability is good.By the suspention of suspended mass pendulum structurally, cycle and the structural cycle by quality, put are close, have provided the inertial force contrary with structure motion and have reached damping effect.Research shows, under optimum control parameter, suspended mass pendulum mass system can reduce that main body controlled structures wind shakes or earthquake response reaches more than 50%, therefore, in Transmission Tower System, television tower, tall building, has wide practical use.
Traditional suspended mass pendulum damper device is mainly comprised of balancing weight, suspension rod (messenger wire).For traditional quality pendulum mass system, there are the following problems: the pendulum angle of the suspended mass pendulum that (1) is general, in certain scope, just can play control effect.If yet that earthquake or wind shake is larger, suspension rod (messenger wire) pendulum angle is larger, can affect again the effectiveness in vibration suppression of structure, even plays opposite effect.(2) traditional quality pendulum, can not regulate control force in real time according to concrete external excitation and structural characteristics, reaches optimal control results.
Model utility content
The problems referred to above that exist in order to solve suspended mass pendulum damper device, the utility model, in the magnetorheological system of balance staff indoor design, is controlled pendulum angle and the swing speed of rigid mass pendulum by the blade of balance staff in the variation of magnetorheological system internal resistance.The technical solution of the utility model is as follows:
A magnetorheological suspended mass pendulum damper device, by bracket, suspension rod, balancing weight, magnetorheological balance staff with hold bar and form; Balancing weight is fixed with bolt, and minute bilateral symmetry hangs over the lower end of suspension rod; The upper end of suspension rod is fixed on the bearing outer ring of magnetorheological balance staff by bearing housing; Magnetorheological balance staff is arranged on the centre that level is held bar, and the two ends that level is held bar are separately fixed on bracket; Level is held bar and cannot be swayed.
Magnetorheological balance staff comprises bearing inner race, bearing outer ring, ball, field coil and rubber gasket; In the ball grooves of bearing ball between bearing inner race and bearing outer ring; Ball grooves is positioned at the intermediate section of bearing; The two ends reduced diameter of bearing inner race; At bearing inner race reduced diameter place, along circumference, fix several inner ring blades; In two ends, inner side and the inner ring blade corresponding part of bearing outer ring, also fix several outer ring blades; Between inner ring blade and outer ring blade, do not contact; Two ring-shaped rubber sealing gasket internal diameters are adhesively fixed on two end points of bearing inner race, and external diameter conforms to the internal diameter size of bearing outer ring, and is close to the inwall of bearing outer ring, makes to form enclosed space between bearing inner race and bearing outer ring; The upper and lower symmetrical position in rubber gasket outside is provided with two grooves, is used for placing field coil; Two field coils connect with circle with connecting wire; Magnetic flow liquid is filled with in the inside of sealed environment; Bearing inner race is fixed on the neutral position that level is held bar.
Between bearing housing and bearing outer ring, available flat key is fixed.
Bearing inner race and hold available flat key between bar and fix.
Rubber gasket can enclosing cover one catch, is connected with the form of bearing inner race with thread.
Inner ring blade can precasting on bearing inner race.
Outer ring blade can precasting on bearing outer ring.
The utlity model has following advantage:
(1) damper that the utility model provides can regulate control force in real time, the control force that suspended mass pendulum goes out is relevant to the angular velocity of swing, by changing mobility and the viscosity of magnetic flow liquid, just can control the angular velocity of swing, reach the object that regulates control force.For structure and external excitation in various degree, according to the Real-time Feedback of structural information and response control algorithm, regulate control force, reach optimum control effect.
(2) response that control force of the present utility model changes is fast, and power consumption is little.After magnetic intensity changes, the Rheologic of magnetic flow liquid is to complete moment, therefore the damping force that balance staff swings is also to change moment, the response that control force changes is fast.In addition, the utility model power consumption is little, uses external circuits or the external connection battery of low voltage can reach control effect.
(3) parts of the present utility model are less, and making and installation process are simple, so cost is not high, and easy to maintenance, can effectively improve the seismic wind resistance of structure, have wide marketing and application prospect.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram.
Fig. 2 is side elevational view of the present utility model.
Fig. 3 is magnetorheological bearing internal structural map.
Fig. 4 is the A-A sectional view of Fig. 2.
Fig. 5 is seal ring exterior configuration figure.
In figure: 1 bracket, 2 suspension rods, 3 balancing weights, 4 magnetorheological balance staffs, 5 catch, 6 hold bar, 7 rubber gaskets, 8 field coils, 9 bearing inner races, 10 bearing outer rings, 11 inner ring blades, 12 magnetic flow liquids, 13 balls, 14 bolts, 15 flat keys, 16 connect wire, 17 bearing housings, 18 grooves, 19 power lines, 20 outer ring blades, 21 ball grooves.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in detail:
A magnetorheological suspended mass pendulum damper device, by bracket 1, suspension rod 2, balancing weight 3, magnetorheological balance staff 4 with hold bar 6 and form; It is characterized in that: balancing weight 3 use bolts 14 are fixing, and minute bilateral symmetry hangs over the lower end of suspension rod 2; The upper end of suspension rod 2 is fixed on the bearing outer ring 10 of magnetorheological balance staff 4 by bearing housing 17; Magnetorheological balance staff 4 is arranged on the centre that level is held bar 6, and the two ends that level is held bar 6 are separately fixed on bracket 1; Level is held bar 6 and cannot be swayed.
Magnetorheological balance staff 4 comprises bearing inner race 9, bearing outer ring 10, ball 13, field coil 8 and rubber gasket 7; In the ball grooves 21 of bearing ball 13 between bearing inner race 9 and bearing outer ring 10; Ball grooves 21 is positioned at the intermediate section of bearing; The two ends reduced diameter of bearing inner race 9; At bearing inner race, several inner ring blades 11 are fixed along circumference by 9 reduced diameter places; In two ends, inner side and inner ring blade 11 corresponding parts of bearing outer ring 10, also fix several outer ring blades 20; Between inner ring blade 11 and outer ring blade 20, do not contact; Two ring-shaped rubber sealing gasket 7 internal diameters are adhesively fixed on 9 two end points of bearing inner race, and external diameter conforms to the internal diameter size of bearing outer ring 10, and is close to the inwall of bearing outer ring 10, makes to form enclosed space between bearing inner race 9 and bearing outer ring 10; The rubber gasket 7 upper and lower symmetrical positions in outside are provided with two grooves 18, are used for placing field coil 8; Two field coil 8 use connect wire 16 and connect with circle; Magnetic flow liquid is filled with in the inside of sealed environment; Bearing inner race 9 is fixed on the neutral position that level is held bar 6.
Fixing with flat key 15 between bearing housing 17 and bearing outer ring 10.
Bearing inner race 9 and hold 6, bar and also fix with flat key 15.
Rubber gasket 7 enclosing cover one catch, are connected with the form of bearing inner race 9 with thread.
Inner ring blade 11 can precasting on bearing inner race 9.
Outer ring blade 20 can precasting on bearing outer ring 10.
Installation process of the present utility model is as follows: prefabricated magnetorheological balance staff 4 is socketed in and is held on bar 6, and suspension rod 2 is enclosed within on magnetorheological balance staff 4.To hold bar 6 and be fixed on bracket 1, and bracket 1 will be fixed on to structure top.Finally, according to the specific requirement of structure, select the balancing weight 3 of suitable quality, by 14 minutes bilateral symmetry of bolt, be fixed on suspension rod 2.
When generation earthquake or wind shake, quality pendulum, due to the effect of inertia, applies rightabout control force to structure.When earthquake or wind shake when excessive, excessive and affect effectiveness in vibration suppression for fear of pendulum angle, according to the feedback information of structure and corresponding control algorithm, foreign current is applied on field coil 8, the electromagnetic field that forms suitable intensity is controlled viscosity and the mobility of magnetic flow liquid 12, regulate the damping force of swing and the angular velocity of swing, reach the effect that regulates control force.Also can magnetic intensity be increased to a certain degree according to the feedback result of structure, magnetorheological balance staff 12 can not be rotated, reach the object of controlling amplitude of fluctuation.

Claims (6)

1. a magnetorheological suspended mass pendulum damper device, by bracket (1), suspension rod (2), balancing weight (3), magnetorheological balance staff (4) with hold bar (6) and form; It is characterized in that: balancing weight (3) is fixing with bolt (14), and minute bilateral symmetry hangs over the lower end of suspension rod (2); The upper end of suspension rod (2) is fixed on the bearing outer ring (10) of magnetorheological balance staff (4) by bearing housing (17); Magnetorheological balance staff (4) level of being arranged on is held the centre of bar (6), and the two ends that level is held bar (6) are separately fixed on bracket (1); Level is held bar (6) and cannot be swayed;
Magnetorheological balance staff (4) comprises bearing inner race (9), bearing outer ring (10), ball (13), field coil (8) and rubber gasket (7); Bearing ball (13) is positioned at the ball grooves (21) between bearing inner race (9) and bearing outer ring (10); Ball grooves (21) is positioned at the intermediate section of bearing; The two ends reduced diameter of bearing inner race (9); At bearing inner race (9) reduced diameter place, along circumference, fix several inner ring blades (11); In two ends, inner side and inner ring blade (11) corresponding part of bearing outer ring (10), also fix several outer ring blades (20); Between inner ring blade (11) and outer ring blade (20), do not contact; Two ring-shaped rubber sealing gaskets (7) internal diameter is adhesively fixed on (9) two end points of bearing inner race, external diameter conforms to the internal diameter size of bearing outer ring (10), and the inwall of being close to bearing outer ring (10), makes to form enclosed space between bearing inner race (9) and bearing outer ring (10); The upper and lower symmetrical position in rubber gasket (7) outside is provided with two grooves (18), is used for placing field coil (8); Two field coils (8) connect with circle with connecting wire (16); Magnetic flow liquid is filled with in the inside of sealed environment; Bearing inner race (9) level of being fixed on is held the neutral position of bar (6).
2. a kind of magnetorheological suspended mass pendulum damper device according to claim 1, is characterized in that between bearing housing (17) and bearing outer ring (10) fixing with flat key (15).
3. a kind of magnetorheological suspended mass pendulum damper device according to claim 1, is characterized in that bearing inner race (9) and holds between bar (6) and also use flat key (15) to fix.
4. a kind of magnetorheological suspended mass pendulum damper device according to claim 1, is characterized in that rubber gasket (7) can enclosing cover one catch, is connected with the form of bearing inner race (9) with thread.
5. a kind of magnetorheological suspended mass pendulum damper device according to claim 1, it is characterized in that inner ring blade (11) can precasting on bearing inner race (9).
6. a kind of magnetorheological suspended mass pendulum damper device according to claim 1, it is characterized in that outer ring blade (20) can precasting on bearing outer ring (10).
CN201320729844.0U 2013-11-18 2013-11-18 Magneto-rheological suspension-mass pendulum damper Expired - Lifetime CN203516584U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320729844.0U CN203516584U (en) 2013-11-18 2013-11-18 Magneto-rheological suspension-mass pendulum damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320729844.0U CN203516584U (en) 2013-11-18 2013-11-18 Magneto-rheological suspension-mass pendulum damper

Publications (1)

Publication Number Publication Date
CN203516584U true CN203516584U (en) 2014-04-02

Family

ID=50375517

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320729844.0U Expired - Lifetime CN203516584U (en) 2013-11-18 2013-11-18 Magneto-rheological suspension-mass pendulum damper

Country Status (1)

Country Link
CN (1) CN203516584U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
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
CN113513103A (en) * 2021-09-14 2021-10-19 中国电建集团山东电力建设第一工程有限公司 Suspension type composite tuning vibration reduction device and method

Cited By (3)

* Cited by examiner, † Cited by third party
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
CN113513103A (en) * 2021-09-14 2021-10-19 中国电建集团山东电力建设第一工程有限公司 Suspension type composite tuning vibration reduction device and method

Similar Documents

Publication Publication Date Title
CN103603917B (en) A kind of magnetorheological suspended mass pendulum damper
CN106930592B (en) A kind of multidirectional compound TMD damper of ball-type
CN109235688B (en) A kind of magnetorheological half active stiffness adjustable shock absorber
CN207032558U (en) Multidimensional tunes electromagnetic energy-consumption vibration absorber
CN206329666U (en) Piezoelectric type self energizing MR damper
CN101832358B (en) Peg-top vibration-reducing damper for controlling structure to vibrate in multiple dimensions and manufacturing method thereof
CN106300198B (en) The two parallel wielded-proof device and application method of a kind of overhead transmission line
CN107762229B (en) The current vortex dissipative damping device of controlled level and torsional direction
CN209082841U (en) Roof greening, radix saposhnikoviae suppression shake device and building
CN209509214U (en) Rotary inertia active control device with damping liquid case
AU2019101724A4 (en) Active hybrid rotational control system with variable damping functions
CN105926796B (en) Piezo-electric damping intelligent tuning damping control device
CN109138207A (en) A kind of electric regenerative eddy current damper
CN109610302A (en) Combined type bridge Torsional Vibration Control system
CN107268821A (en) A kind of multistage mixed type dissipative damping device
CN203516584U (en) Magneto-rheological suspension-mass pendulum damper
CN106088770B (en) A kind of adjustable pendulum length single pendulum tuned mass damper of ring-type
CN107268819B (en) Multidimensional resistance energy consumption vibration damper
CN108869613B (en) A kind of universal half active magnetic rheological vibration damper
CN201639246U (en) Energy absorption device for preventing transmission conductor from vibrating
CN202913524U (en) Multi-dimensional collision energy consumption quality swinging damper
CN203559501U (en) Magneto-rheological semi-active rolling type pendulum mass damper
CN103628586B (en) A kind of magnetorheological half active tumbling-type quality pendulum damper
CN105003116A (en) Overhead power transmission tower with high integral wind-resistant performance
WO2020155637A1 (en) Rotational inertia active control device having damping fluid container

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20140402

Effective date of abandoning: 20151209

C25 Abandonment of patent right or utility model to avoid double patenting