CN109610672A - Suspension type composite tuning rotary inertia driving control system - Google Patents
Suspension type composite tuning rotary inertia driving control system Download PDFInfo
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- CN109610672A CN109610672A CN201910103390.8A CN201910103390A CN109610672A CN 109610672 A CN109610672 A CN 109610672A CN 201910103390 A CN201910103390 A CN 201910103390A CN 109610672 A CN109610672 A CN 109610672A
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- 239000000725 suspension Substances 0.000 title claims abstract description 38
- 239000002131 composite material Substances 0.000 title abstract 2
- 238000013519 translation Methods 0.000 claims abstract description 40
- 230000033001 locomotion Effects 0.000 claims description 18
- 150000001875 compounds Chemical class 0.000 claims description 16
- 238000009434 installation Methods 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 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 claims 1
- 230000000694 effects Effects 0.000 abstract description 13
- 238000005516 engineering process Methods 0.000 abstract description 10
- 230000002457 bidirectional effect Effects 0.000 abstract 1
- 230000001629 suppression Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- 230000008569 process Effects 0.000 description 7
- 230000009471 action Effects 0.000 description 6
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- 238000010276 construction Methods 0.000 description 2
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- 230000007246 mechanism Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention relates to the field of suppression of vibration in a system, in particular to a suspension type composite tuning rotary inertia driving control system, which comprises a translation control unit and a rotation control unit, wherein the translation control unit is fixed at the bottom of a controlled structure, and the lower end of the translation control unit is connected with the rotation control unit; the translation control unit comprises a mounting plate, a track plate I, a moving plate I, a track plate II, a moving plate II and a limiting block; the rotation control unit comprises a bidirectional suspension device, a suspension shaft, a driver, a speed changer, a rotating shaft, a rotation inertia disc and a flange; the invention combines the advantages of TMD, AMD and rotational inertia driving control devices in suspension form by combining the active and passive control technologies, and ensures the control effect to the maximum extent and the control force to be controllable by utilizing the mode of matching a plurality of units.
Description
Technical field
The present invention relates to the inhibition fields vibrated in system, rotate in particular to a kind of compound tuning of suspension type used
Measure driving control system.
Background technique
In recent years, it is also continuously improved with social progress, requirement of the people to living space with the development of economy, country
Investment in terms of infrastructure constantly increases.Country is increasing in the investment of civil engineering, highway, railway, bridge,
Skyscraper, large-span space structure etc. are constantly built.In addition to this, people, which also explore, develops broader space, to " deeply
Sea ", " deep space " are explored, and the structures such as ocean platform, space station are also quickly grown.These space structures, construction and after
Phase runs in use process, all inevitably effects by various loads, including dead load and dynamic load.In making for structure
With in the process, to the often Under Dynamic Load, such as earthquake, wind, wave, stream, ice, explosion that structure is affected, structure is at these
Vibration can be generated under the action of dynamic load, can be caused fatigue and integrity problem under normal circumstances, be will cause structure when serious
Damage inactivation, cause casualties and property loss.Structure in use, after Under Dynamic Load, such as geological process,
Structure generates collapse, can not continue to use, or even if structure is not collapsed, but its internal installations and facilities, decoration fill
It repairs, can not also continue to use after installation system is destroyed, or even cause secondary disaster, this causes huge to user of service
Security threat and economic asset loss.
On the other hand, it is constantly progressive with the development of economy with technology, requirement of the people to structure no longer only office
Be limited to can be used, also safety of structure, in terms of more stringent requirements are proposed.People in the use process of structure,
Works does not only need to ensure that the life security of people, it is also necessary to meet requirement of the people to comfort level etc..Such as, high-rise knot
Structure can generate vibration under wind action, in the case where not subtracting isolation measure, can feel to tie in high-rise user
The shaking of structure object, in the biggish situation of wind-force, the installations and facilities inside works even will receive vibrated as works caused by
It destroys, this is not only unable to satisfy people to the comfort requirement of works, also threatens to economic asset.
It is various caused by being vibrated by works in order to solve the problems, such as, it eliminates or mitigates and vibrated as caused by external loads, shaken
Dynamic control technology is rapidly developed in recent years.Be not only in field of civil engineering, vibration control technology aerospace,
The fields such as automobile, machinery, ocean engineering, military engineering are also hot spot direction.For civil engineering structure, in the structure properly
Safe vibration control system can effectively mitigate the dynamic response of structure, mitigate structural damage or fatigue damage, thus
Meet people to the demands such as safe, comfortable of structure, reaches the reasonable balance of safety, economy, reliability.Numerous studies table
Bright, vibration control technology has significant effect and important meaning in the application of civil engineering, can not only prevent or mitigate
Structural damage improves the performance of taking precautions against natural calamities of structure, guarantees the security of the lives and property of people, can be reduced with the extending structure service life
The maintenance cost of structure greatly meets the comfort level requirement of people under extreme conditions to structure.
In terms of vibration control of civil engineering structure technology is broadly divided into following four: active control, passive control, half are actively
Control and mixing control.Wherein, the research of passive control technology have been relatively mature, wherein the dress for passively tuning energy-absorbing
Setting mainly includes tuned mass damper and Tuned Liquid etc., is answered in many civil engineering structures
With.TMD control principle be it is consistent or close with main structure i.e. controlled structures by adjusting the minor structure i.e. frequency of damper, make
Minor structure and main structure resonate, by the internally-damped mechanism dissipation main structure vibrational energy of minor structure, so that it is dynamic to cut down main structure
Force-responsive achievees the purpose that vibration control.A large amount of research and practical application are it has been shown that for example: 60 layers of boston, U.S.A
The building John Hancock, Malaysian Kuala Lumpur Petronas Towers, 101 building of Chinese Taibei be respectively mounted TMD vibration control system
System has stable, good control effect by the passive control TMD system of the application attestation in the later period.
The forms of motion of structure has complicated and diversified characteristic, is usually composed of translation and torsionoscillation.However
It is found when controlling suspended mass system vibration problems using TMD system: when structure suspension direction is consistent with its lagging motion direction
When, either under initial offset or Simple Harmonic Load excitation input, TMD system can play effective control action；Work as handle
TMD system is used for the shimmy control in another direction of structure i.e. when structure suspension direction and its lagging motion direction are mutually perpendicular to,
System parameter (such as structure pendulum length, control system position) is adjusted in any case, TMD system can not work always.By a large amount of
Theory analysis and experimental exploration, propose translation TMD control system can only control structure translational motion and to turn round it is shimmy
Control invalid conclusion.By scholar's studies have shown that its basic reason is that the passive control systems such as TMD, TLD are at this time
Apocarpy and it is ineffective, System Nature gauge block (or water in TLD water tank) does not move or even active mass damper/
Driver (English name Active Mass Damper/Driver, AMD) control system active controlling force is because needing to overcome mass block
Weight component and make the big heavy discount of its control efficiency.However have the structure motion form for turning round shimmy kinetic characteristic extremely normal
See, such as: torsion of the asymmetric buildings under wind action is shimmy；The swing of overhung construction；Ocean platform is in wave, wind, ice
Wait the torsion under couplings shimmy etc..Therefore it needs to design a kind of special structural vibration/kinetic control system, allow to
Automatically overcome influence (centrifugal force effect) of (or getting rid of) gravitational field to control system itself, or make the work of control system itself
Work/characteristics of motion and gravitational field decouple, and system self-vibration is not influenced by gravitation, and can achieve in terms of two above makes control system
The purpose that sufficient movement gets up, to play control system to effective control action of structural vibration.
In conclusion existing structural vibration control device has indispensable work in the application of field of civil engineering
With, and have very important significance to the life and property that ensure structure user.But existing structural vibration control
Device/system mainly shows the deficiency of following several respects: first, translation TMD control device can only control structure translation fortune
It is dynamic and invalid to shimmy control is turned round；Second, although translation AMD control device can control revolution shimmy, but control efficiency
It is extremely low, it is unable to satisfy requirement；Third, passive rotation inertia tuned damper is effective to shimmy motion control is turned round, still
It needs to carry out complicated frequency modulation for structure itself, and lower to certain labyrinth control efficiencies, ineffective, there are robusts
The disadvantages of property is low, and controllability is low, and the scope of application is small.
The present invention is exactly to generate in this context.
Summary of the invention
The main purpose of the present invention is to provide a kind of compound tuning rotary inertia driving control systems of suspension type, to solve
Translation TMD fails to shimmy motion control is turned round in the prior art；The AMD control efficiency that is translatable is low, effect is poor；Passive tuning turns
Dynamic inertia Damper Control is applicable in the problem that robustness is low, frequency modulation technology is complicated, the scope of application is small.
To achieve the goals above, the following technical solution is employed by the present invention:
A kind of compound tuning rotary inertia driving control system of suspension type comprising translation control unit and rotation control
Unit, translation control unit are fixed on controlled structural base, translation control unit lower end connection rotation control unit；
The control unit that is translatable includes mounting plate, track plates I, movable plate I, track plates II, movable plate II and limited block, rail
The both ends of guidance tape I and track plates II are respectively fixed with limited block, and mounting plate is fixed in controlled structure, and track plates I are fixed on peace
In loading board, center rail is provided on track plates I and track plates II, center rail two sides have I He of auxiliary guide rail
Be respectively provided with a central slider on auxiliary guide rail II, movable plate I and movable plate II, central slider two sides be respectively equipped with one it is auxiliary
Help slider I and auxiliary slider II, central slider is matched with center rail, auxiliary slider I and auxiliary slider II respectively with it is corresponding
Auxiliary guide rail I and auxiliary guide rail II on track plates match；Track plates I are fixed on mounting plate lower end, and track plates I are coupled
There is movable plate I, retaining rail guidance tape II below movable plate I, the guide rail direction of track plates II is vertical with the guide rail direction of track plates I,
Track plates II are fitted with movable plate II；
Rotation control unit include two-way suspension apparatus, suspention axis, driver, speed changer, shaft, rotary inertia disk and
Flange, two-way suspension apparatus are fixed on II lower end of movable plate, installation suspention axis below suspension apparatus, suspention shaft end connection driving
Device, driver output end connect speed changer, and shaft is connected outside speed changer, and shaft is connect by flange with rotary inertia disk, two-way outstanding
Device for hoisting includes two connection units, and connection unit includes fixed plate, vertical plate and column spinner, and vertical plate is fixed on fixed plate two
End, column spinner are fixed between vertical plate, and the column spinner of connection unit intersects installation, form whole two-way suspension apparatus；
Sensor is installed in controlled structure, for acquiring the status data of controlled structure；
Encoder is installed, driver is coaxially connected with speed changer and encoder in actuator base.
Further, setting electromagnetic coil and high strength permanent magnet iron in the track of center rail, central slider is interior to be equipped with line
Circle is moved in center rail using the principle driving central slider of linear electric machine.
Further, speed changer is retarder, and driver is identical as retarder outer profile.
Further, driver is stepper motor or servo motor.
Further, driver and speed changer is vertical with rotary inertia disk connect, rotary inertia disk is parallel to translation control
The direction of unit control plane processed.
Further, there is breaker device in center rail track, for the entire translation control unit of in emergency circumstances cutting
Power supply.
Further, it is separately installed with grating scale in two auxiliary guide rails I of track plates I and track plates II, for surveying
The straight-line displacement of amount and feedback movable plate I or movable plate II.
Further, it is linearly provided with a column location hole on the bottom surface of the auxiliary guide rail II on track plates I and track plates II,
Location hole orientation is consistent with orbital direction, and scalable positioning is provided on the corresponding position of movable plate I and movable plate II
Pin, positioning pin are matched with location hole, and the flexible of positioning pin is controlled by Hydraulic Elements.
Further, the suspended mass rotary inertia disk is the disk or annulus of certain mass.
It further, further include sensor, the encoder that controller is connect with sensor, driver and driver tip
Connection.
The invention has the following advantages:
The present invention is not in the case where occurring larger response condition, and system is as suspention TMD (i.e. suspention tuned mass damper) control
Device processed, mass block of the rotation control unit of suspention as suspention, plays the role of passively controlling, and when responding larger, puts down
Dynamic control unit and rotation control unit carry out active control, in conjunction with translation control and reverse shimmy control technology, so that control
System processed may be mounted on controlled structures, play translation and rotation double control effect；
The present invention combines actively and passively control technology, by TMD, AMD of the form of suspending in midair and rotary inertia drive control
The advantages of device, combines, and the mode matched using multiple units ensure that the effect of control, control force to the greatest extent
Controllably；
The system uses driver and linear actuator, realizes the output of control force, without carrying out complicated frequency modulation design
Process, while the problem of also get rid of the technical restriction due to frequency modulation and cannot achieve control, the scope of application is wider；
The system has bigger robustness, is not made to control by the variation that structure type variation and external loads act on
Effect is by excessive influence.
Detailed description of the invention
Fig. 1 is overall structure stereogram of the present invention；
Fig. 2 is overall structure main view of the present invention；
Fig. 3 is translation control unit structural schematic diagram；
Fig. 4 is translation control unit track plates and movable plate attachment structure schematic diagram；
Fig. 5 is track plates structural schematic diagram；
Fig. 6 is two-way suspension apparatus structural scheme of mechanism；
Wherein, the above drawings include the following reference numerals: 1, mounting plate；2, track plates I；3, movable plate I；4, track plates
Ⅱ；5, movable plate II；6, limited block；7, center rail；8, auxiliary guide rail I；9, auxiliary guide rail II；10, central slider；11, auxiliary
Help slider I；12, auxiliary slider II；13, two-way suspension apparatus；131, fixed plate；132, vertical plate；133, column spinner；14, it suspends in midair
Axis；15, driver；16, speed changer；17, shaft；18, rotary inertia disk；19, flange；20, breaker device；21, grating scale；
22, encoder；23, location hole.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings.
As shown in figures 1 to 6, the compound tuning rotary inertia driving control system of suspension type of the present invention includes translation control
Unit processed and rotation control unit, translation control unit are fixed on controlled structural base, and the connection of translation control unit lower end turns
Dynamic control unit；
Translation control unit includes mounting plate 1, track plates I 2, movable plate I 3, track plates II 4, movable plate II 5 and limit
The both ends of block 6, track plates I and track plates II are respectively fixed with limited block, and mounting plate is fixed in controlled structure, and track plates I are solid
Determine on a mounting board, center rail 7 to be provided on track plates I and track plates II, center rail two sides have an auxiliary
A central slider 10, central slider two sides point are respectively provided on guide rail I 8 and auxiliary guide rail II 9, movable plate I and movable plate II
Not She You an auxiliary slider I 11 and auxiliary slider II 12, central slider is matched with center rail, auxiliary slider I and auxiliary
Sliding block II respectively on respective carter plate auxiliary guide rail I and auxiliary guide rail II match；Track plates I are fixed under mounting plate
End, track plates I are fitted with movable plate I, retaining rail guidance tape II, the guide rail direction and track of track plates II below movable plate I
The guide rail direction of plate I is vertical, and track plates II are fitted with movable plate II.
Rotation control unit includes two-way suspension apparatus 13, suspention axis 14, driver 15, speed changer 16, shaft 17, rotation
Inertia disc 18 and flange 19, two-way suspension apparatus are fixed on II lower end of movable plate, installation suspention axis, suspention below suspension apparatus
Shaft end connects driver, and driver output end connects speed changer, and shaft is connected outside speed changer, and shaft passes through flange and rotary inertia
Disk connection, two-way suspension apparatus include two connection units, and connection unit includes fixed plate 131, vertical plate 132 and column spinner
133, vertical plate is fixed on fixed board ends, and column spinner is fixed between vertical plate, and the column spinner of connection unit intersects installation, is formed whole
The two-way suspension apparatus of body.
The suspended mass rotary inertia disk is the disk or annulus of certain mass, and material is usually metal material or close
Spend higher other materials；Suspention axis is stiff shaft, and material is usually metal material.
Sensor is installed in controlled structure, for acquiring the status data of controlled structure；
Encoder 22 is installed, driver is coaxially connected with speed changer and encoder, and speed changer is in actuator base
Retarder, driver is identical as retarder outer profile, and driver is stepper motor or servo motor.
Driver and speed changer is vertical with rotary inertia disk connect, rotary inertia disk is parallel to translation control unit control
The direction of plane.
Setting electromagnetic coil and high strength permanent magnet iron in the track of center rail, central slider is interior to be equipped with coil, utilizes line
Property motor principle driving central slider moved in center rail, have breaker device 20 in center rail track, for urgent
In the case of cut off the power supply of entire translation control unit.
It is separately installed with grating scale 21 in two auxiliary guide rails I of track plates I and track plates II, for measuring and feeding back
The straight-line displacement of movable plate I or movable plate II.
A column location hole 23, location hole are linearly provided on the bottom surface of auxiliary guide rail II on track plates I and track plates II
Orientation is consistent with orbital direction, and scalable positioning pin is provided on the corresponding position of movable plate I and movable plate II, positioning
Pin is matched with location hole, and the flexible of positioning pin is controlled by Hydraulic Elements, will when not needing translation control unit effect
It is fixed.
The invention also includes controller, controller and sensor, driver and the encoder for being connected to driver tip
It is connected, for control driver to the driving direction and revolving speed of rotary inertia disk, control and hop are the prior art, are related to
And simple signal transmits and processing function, this will not be repeated here.
It is of the invention use process is as follows described:
The present invention combines passive control, active control, and translation vibration control and gyroscopic pendulum vibrational control are mutually tied
It closes, Combination Design goes out a kind of compound tuning rotary inertia driving control system of suspension type, and larger response feelings do not occur for general structure
Under condition, system is as suspention TMD (i.e. suspention tuned mass damper) control device, and the rotation control unit of suspention is as suspention
Mass block；
When structure can when the passive control of generation can no longer meet the response of requirement by external stronger incentive action
To pass through the actual motion situation of structure, the translation control unit of control system and rotation control unit work play a role,
To providing the control force suitably acted on controlled structures, both can control translation vibration mode or can control torsion pendulum
Vibrational form, achievees the purpose that vibration control.
The process of rotation control unit effect is controller transmission control signal to driver, and driver drives rotary inertia
The acceleration of disk, the revolution rotation of rotary inertia disk generates active force, passes to two-way suspension apparatus, two-way suspention by suspending axis in midair
Device transmits on active force to translation control unit, and then acts on controlled structures, generates control to the vibration of controlled structures
Effect.
The process of rotation control unit effect is the principle using linear electric machine, II lower end of movable plate I and movable plate
Central slider done in track plates I and track plates II acceleration perhaps retarded motion grating scale to movable plate I or movable plate II
Position real-time measurement is simultaneously fed back, movement velocity and acceleration real-time control of the controller to movable plate I or movable plate II, movement
The active force that the movement of plate I, movable plate II generates directly passes through mounting plate and acts on controlled structures, and the vibration in plane is cut
Subtract, rotates mass block of the control unit as translation control unit, the movement of auxiliary translation control unit at this time.
When controlled structure is acted there is only torsionoscillation, translation control unit is without movement, Hydraulic Elements control
Positioning pin elongation, positioning pin are stuck in location hole, movable plate I and movable plate II are locked, and translation control unit is fixed.
Certainly, above content is only presently preferred embodiments of the present invention, be should not be construed as limiting to implementation of the invention
Example range.The present invention is also not limited to the example above, and those skilled in the art are in essential scope of the invention
Interior made all the changes and improvements etc., should all belong in patent covering scope of the invention.
Claims (10)
1. a kind of compound tuning rotary inertia driving control system of suspension type, which is characterized in that including translation control unit and
Control unit is rotated, translation control unit is fixed on controlled structural base, translation control unit lower end connection rotation control unit；
Translation control unit include mounting plate (1), track plates I (2), movable plate I (3), track plates II (4), movable plate II (5) with
And limited block (6), the both ends of track plates I (2) and track plates II (4) are respectively fixed with limited block (6), mounting plate (1) is fixed on
In controlled structure, track plates I (2) are fixed on mounting plate (1), are provided with center on track plates I (2) and track plates II (4) and are led
Rail (7), center rail (7) two sides have an auxiliary guide rail I (8) and auxiliary guide rail II (9), movable plate I (3) and movement
Be respectively provided with a central slider (10) on plate II (5), central slider (10) two sides be respectively equipped with an auxiliary slider I (11) and
Auxiliary slider II (12), central slider (10) are matched with center rail (7), auxiliary slider I (11) and auxiliary slider II (12)
Respectively on respective carter plate auxiliary guide rail I (8) and auxiliary guide rail II (9) match；Track plates I (2) are fixed on mounting plate
(1) lower end, track plates I (2) are fitted with movable plate I (3), movable plate I (3) retaining rail guidance tape II (4) below, track plates II
(4) guide rail direction is vertical with the guide rail direction of track plates I (2), and track plates II (4) are fitted with movable plate II (5)；
Rotation control unit includes two-way suspension apparatus (13), suspention axis (14), driver (15), speed changer (16), shaft
(17), rotary inertia disk (18) and flange (19), two-way suspension apparatus (13) are fixed on movable plate II (5) lower end, suspention dress
Lower section installation suspention axis (14), suspention axis (14) end connection driver (15) are set, driver (15) output end connects speed changer
(16), connect shaft (17) outside speed changer (16), shaft (17) is connect by flange (19) with rotary inertia disk (18), two-way suspention
Device (13) includes two connection units, and connection unit includes fixed plate (131), vertical plate (132) and column spinner (133), is stood
Plate (132) is fixed on fixed plate (131) both ends, and column spinner (133) is fixed between vertical plate (132), the column spinner of connection unit
(133) intersect installation, form whole two-way suspension apparatus (13)；
Sensor is installed in controlled structure, for acquiring the status data of controlled structure；
It is equipped with encoder (22) on driver (15) pedestal, driver (15) and speed changer (16) and the coaxial phase of encoder
Even.
2. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that lead at center
Setting electromagnetic coil and high strength permanent magnet iron in the track of rail (7), central slider (10) is interior to be equipped with coil, utilizes linear electric machine
Principle drives central slider (10) movement in center rail (7).
3. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that speed changer
It (16) is retarder, driver (15) is identical as retarder outer profile.
4. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that driver
It (15) is stepper motor or servo motor.
5. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that driver
(15) and speed changer (16) is vertical with rotary inertia disk (18) connect, and rotary inertia disk (18) is parallel to translation control unit control
The direction of plane processed.
6. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that center rail
(7) there are breaker device (20) in track, in emergency circumstances cutting off the power supply of entire translation control unit.
7. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that track plates
Grating scale (21) are separately installed in two auxiliary guide rails I (8) of I (2) and track plates II (4), for measuring and feeding back shifting
The straight-line displacement of movable plate I (3) or movable plate II (5).
8. the compound tuning rotary inertia driving control system of suspension type according to claim 7, which is characterized in that track plates
A column location hole (23), location hole arrangement are linearly provided on the bottom surface of auxiliary guide rail II (9) on I (2) and track plates II (4)
Direction is consistent with orbital direction, and scalable positioning pin is provided on the corresponding position of movable plate I (3) and movable plate II (5), fixed
Position pin is matched with location hole, and the flexible of positioning pin is controlled by Hydraulic Elements.
9. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that described outstanding
Hang the disk or annulus that mass rotation inertia disc (18) are certain mass.
10. the compound tuning rotary inertia driving control system of suspension type according to claim 1, which is characterized in that also wrap
Sensor is included, the encoder connection that controller is connect with sensor, driver (15) and driver (15) end.
Priority Applications (2)
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| CN201910103390.8A CN109610672B (en) | 2019-02-01 | 2019-02-01 | Suspension type composite tuning moment of inertia driving control system |
| PCT/CN2019/105641 WO2020155632A1 (en) | 2019-02-01 | 2019-09-12 | Suspended composite tuned rotational inertia drive control system |
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| CN110654412A (en) * | 2019-10-31 | 2020-01-07 | 青岛理工大学 | Active and passive composite control system for inhibiting side rolling, nodding and shaking behaviors of high-speed train |
| CN110700429A (en) * | 2019-09-19 | 2020-01-17 | 西安工程大学 | SMA composite universal suspension damping device |
| CN110725557A (en) * | 2019-09-19 | 2020-01-24 | 西安工程大学 | SMA (shape memory alloy) composite suspended pendulum damping device for historical buildings |
| WO2020155632A1 (en) * | 2019-02-01 | 2020-08-06 | 青岛理工大学 | Suspended composite tuned rotational inertia drive control system |
| CN112230681A (en) * | 2020-09-28 | 2021-01-15 | 西安交通大学 | Multi-motor disc suspension control system and method |
| CN115233540A (en) * | 2022-08-15 | 2022-10-25 | 沈阳工业大学 | Active and passive hybrid control system for inhibiting multi-mode coupling vibration of bridge |
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| CN103277454A (en) * | 2013-05-09 | 2013-09-04 | 张春巍 | Tuning rotational inertia damping vibration attenuation device |
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| CN103277454A (en) * | 2013-05-09 | 2013-09-04 | 张春巍 | Tuning rotational inertia damping vibration attenuation device |
| CN106088770A (en) * | 2016-08-04 | 2016-11-09 | 上海路博减振科技股份有限公司 | A kind of ring-type adjustable pendulum length single pendulum tuned mass damper |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2020155632A1 (en) * | 2019-02-01 | 2020-08-06 | 青岛理工大学 | Suspended composite tuned rotational inertia drive control system |
| CN110700429A (en) * | 2019-09-19 | 2020-01-17 | 西安工程大学 | SMA composite universal suspension damping device |
| CN110725557A (en) * | 2019-09-19 | 2020-01-24 | 西安工程大学 | SMA (shape memory alloy) composite suspended pendulum damping device for historical buildings |
| CN110654412A (en) * | 2019-10-31 | 2020-01-07 | 青岛理工大学 | Active and passive composite control system for inhibiting side rolling, nodding and shaking behaviors of high-speed train |
| CN110654412B (en) * | 2019-10-31 | 2021-04-09 | 青岛理工大学 | Active and passive composite control system for inhibiting side rolling, nodding and shaking behaviors of high-speed train |
| CN112230681A (en) * | 2020-09-28 | 2021-01-15 | 西安交通大学 | Multi-motor disc suspension control system and method |
| CN115233540A (en) * | 2022-08-15 | 2022-10-25 | 沈阳工业大学 | Active and passive hybrid control system for inhibiting multi-mode coupling vibration of bridge |
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| Publication number | Publication date |
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| CN109610672B (en) | 2023-09-29 |
| WO2020155632A1 (en) | 2020-08-06 |
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