CN104595403B - Low rigidity heavy duty low frequency two-wire steel-wire isolator - Google Patents

Low rigidity heavy duty low frequency two-wire steel-wire isolator Download PDF

Info

Publication number
CN104595403B
CN104595403B CN201510039464.8A CN201510039464A CN104595403B CN 104595403 B CN104595403 B CN 104595403B CN 201510039464 A CN201510039464 A CN 201510039464A CN 104595403 B CN104595403 B CN 104595403B
Authority
CN
China
Prior art keywords
wire
steel
connecting rod
wire rope
heavy duty
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.)
Active
Application number
CN201510039464.8A
Other languages
Chinese (zh)
Other versions
CN104595403A (en
Inventor
韩飞
胡明勇
毕勇
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.)
Nanjing Astronomical Instruments Co Ltd
Original Assignee
Nanjing Astronomical Instruments Co Ltd
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 Nanjing Astronomical Instruments Co Ltd filed Critical Nanjing Astronomical Instruments Co Ltd
Priority to CN201510039464.8A priority Critical patent/CN104595403B/en
Publication of CN104595403A publication Critical patent/CN104595403A/en
Application granted granted Critical
Publication of CN104595403B publication Critical patent/CN104595403B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/10Vibration-dampers; Shock-absorbers using inertia effect
    • F16F7/104Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/12Vibration-dampers; Shock-absorbers using plastic deformation of members
    • F16F7/128Vibration-dampers; Shock-absorbers using plastic deformation of members characterised by the members, e.g. a flat strap, yielding through stretching, pulling apart

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The present invention provides a kind of Low rigidity heavy duty low frequency two-wire steel-wire isolator, including negative stiffness damper mechanism and two-wire steel wire rope damper mechanism, and the negative stiffness damper mechanism and two-wire steel wire rope damper mechanism are connected in parallel.The present invention can effectively reduce the intrinsic frequency of vibrating isolation system, and good effectiveness in vibration suppression is played to low-frequency vibration.

Description

Low rigidity heavy duty low frequency two-wire steel-wire isolator
Technical field
The invention belongs to precision instrument and field of mechanical technique, for heavy load precision instrument every it is micro- shake, vehicle-mounted accurate instrument A kind of vibration isolation of device, and in particular to Low rigidity heavy duty low frequency two-wire steel-wire isolator.
Background technology
The certainty of measurement of heavy load precision instrument and equipment especially large-scale optical instrument is extremely sensitive to effect of vibration, big portion Point passive vibration isolation system can centering, dither play good vibration isolation effect, the effectiveness in vibration suppression to low-frequency vibration is not but good, Main cause is:Itself load capacity and stiffness by itself of heavily loaded shock absorber mutually restrict (then stiffness by itself is big greatly for loading capacity, Gu There is frequency high;The small then stiffness by itself of loading capacity is small, and intrinsic frequency is low), and large-scale precision instrument requirement shock absorber has carrying weight The characteristics of big stiffness by itself is small, and intrinsic frequency is low is measured, the low frequency vibration damping effect on driving birds is not good of passive vibration isolation system has been thus resulted in.
The content of the invention
Original wire rope damper is improved to two-wire steel wire rope vibration damping by the present invention for the above-mentioned deficiency of prior art Device, and a kind of new Low rigidity heavy duty steel wire rope vibration isolating mechanism of positive and negative Stiffness principle design is utilized on its basis, Mechanism rationally is utilized, the intrinsic frequency of vibrating isolation system can be effectively reduced, good effectiveness in vibration suppression is played to low-frequency vibration.
In order to solve the above-mentioned technical problem, the invention provides following technical scheme:
A kind of Low rigidity heavy duty low frequency two-wire steel-wire isolator, including negative stiffness damper mechanism and two-wire steel wire rope vibration damping Mechanism, the negative stiffness damper mechanism and two-wire steel wire rope damper mechanism are connected in parallel.
The two-wire steel wire rope damper mechanism includes:Support base and two groups of steel wire ropes;The support base is provided with through hole, institute The diameter dimension for stating through hole can be while steel wire rope described in clamping so that the steel wire rope is just by two groups of steel wire ropes Bore is identical, and the through hole of the support base is alternately passed through successively.
The support base is made up of upper cover plate and lower cover, and the upper cover plate and lower cover are tightened together by screw, The diameter dimension for having through hole uniform two-by-two, the through hole in the middle of the support base can be caused while steel wire rope described in clamping The steel wire rope is just by two groups of steel wire rope bores are identical, and the through hole of the support base is alternately passed through successively.
The steel wire rope is twisted shape steel wire rope, wound in the way of twisted shape by the finer wire beam of twisted shape respectively and Into.
The winding angle of the steel wire rope is 15 ° with vertical direction angulation.
The negative stiffness damper mechanism includes:Two groups of central guide rail sliding block negative rigidity mechanisms and two groups of link-type negative stiffness machines Structure, the link-type negative rigidity mechanism is arranged in the two-wire steel wire rope damper mechanism two ends.
The central guide rail sliding block negative rigidity mechanism includes guide rail, sliding block, upper ball cup, ball head connecting rod, lower ball cup, leads Rail sliding block negative stiffness extension spring and spring carrier arm, the guide rail are fixed by screws on the support base, are arranged on the guide rail Two sliding blocks, are equipped with a lower ball cup on each described sliding block, the upper ball cup and the lower ball cup pass through the ball Head connecting rod connection;Distance is necessarily less than the distance between described two lower ball cups between described two upper ball cups, it is described under Connected by the extension spring of guide rail slide block negative stiffness and spring carrier arm between ball cup.
Spherical pair is between the ball head connecting rod and upper ball cup, lower ball cup.
The link-type negative rigidity mechanism includes the upper connecting rod hinged seat, single bulb upper connecting rod, the ball head connecting rod that are sequentially connected Hinged seat, lower link, lower link lower hinge seat on seat, lower link, the upper connecting rod hinge seat and lower link lower hinge seat are respectively It is fixed on support base;The ball head connecting rod seat is fastened with lower link upper hinge seat by screw, the ball head connecting rod seat in every group It is connected by the extension spring of connecting rod negative stiffness and spring carrier arm between the ball head connecting rod seat in another group.
It is spherical pair between single bulb upper connecting rod and ball head connecting rod seat.
The beneficial effects of the invention are as follows using the design of two-wire wirerope-winding and the design of positive and negative Stiffness, load capacity is big In ordinary steel rope shock absorber, rigidity is much smaller than ordinary steel rope shock absorber, and relative damping is more than ordinary steel rope shock absorber;It is negative Rigidity mechanism key junction uses spherical pair, and negative rigidity mechanism can be made to adapt to the shape of steel wire rope damper mechanism different directions Become so that mechanism is integrally respectively provided with the characteristic of Low rigidity in different directions;It is suitable rigidity can be chosen according to actual conditions Negative stiffness extension spring is changed, so that shock absorber reaches optimal effectiveness in vibration suppression in real work;To in each free degree Vibratory output be respectively provided with preferable vibration-damping function;Compact conformation, substantially reduces the space shared by mounting dampers;Used zero Part is simple, low cost;It is lightweight, it is easy for installation, it is easy to safeguard;Oil resistant, anticorrosive, Anti-temperature difference, moisture-resistant degree, it is ageing-resistant.
Brief description of the drawings
Accompanying drawing is used for providing a further understanding of the present invention, and constitutes a part for specification, with reality of the invention Applying example is used to explain the present invention together, is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is Low rigidity heavy duty two-wire wire rope damper structural representation;
Fig. 2 is the right view schematic diagram of Fig. 1;
Fig. 3 is two-wire steel wire rope damper mechanism schematic diagram;
Fig. 4 is the right view schematic diagram of Fig. 3;
Fig. 5 is central guide rail sliding block negative rigidity mechanism schematic diagram;
Fig. 6 is the right view schematic diagram of Fig. 5;
Fig. 7 is connecting rod negative rigidity mechanism schematic diagram;
Fig. 8 is the right view schematic diagram of Fig. 7;
Fig. 9 is fundamental diagram of the invention.
Specific embodiment
As shown in figs 1-9, the present invention discloses a kind of Low rigidity heavy duty low frequency two-wire steel-wire isolator, including negative stiffness subtracts Shake Agency line steel wire rope damper mechanism, and negative stiffness damper mechanism and two-wire steel wire rope damper mechanism are connected in parallel.
As shown in Figure 3,4, two-wire steel wire rope damper mechanism includes:Support base and two groups of steel wire ropes 7;Support base is by upper cover plate 1 and lower cover 2 constitute, upper cover plate 1 and lower cover 2 are tightened together by screw, there is through hole uniform two-by-two in the middle of support base, The diameter of through hole is slightly less than the diameter of steel wire rope 7, and upper and lower cover plates compresses steel wire rope in assembling process so that steel wire rope 7 and branch Support seat is closely connected, and two groups of bores of steel wire rope 7 are identical, and the through hole of support base is alternately passed through successively.
In the present embodiment, steel wire rope is twisted shape steel wire rope, respectively by the finer wire beam of twisted shape with the side of twisted shape Formula is entwined.
The winding angle of steel wire rope 7 is 15 ° with vertical direction angulation so that in the case of assembling easily is ensured With larger bearing capacity.
As viewed in figures 5-8, negative stiffness damper mechanism includes:Central guide rail sliding block negative rigidity mechanism and two groups of link-types are negative firm Degree mechanism, link-type negative rigidity mechanism is arranged in two-wire steel wire rope damper mechanism two ends.
Central guide rail sliding block negative rigidity mechanism includes guide rail 8, sliding block 9, upper ball cup 10, ball head connecting rod 11, lower ball cup 20th, guide rail slide block negative stiffness extension spring 12 and spring carrier arm 13, guide rail 8 are fixed by screws on support base, and two are arranged on guide rail 8 Individual sliding block 9, is equipped with a lower ball cup 20 on each sliding block 9, upper ball cup 10 and lower ball cup 20 are connected by ball head connecting rod 11 Connect, hung by guide rail slide block negative stiffness extension spring 22 and spring between the lower ball cup 20 in every group in lower ball cup 20 and another group Hook 23 is connected.Spherical pair is between ball head connecting rod 11 and upper ball cup 10, lower ball cup 20.
Link-type negative rigidity mechanism includes the upper connecting rod hinged seat 3, single bulb upper connecting rod 4, the ball head connecting rod seat that are sequentially connected 5th, 33 points of hinged seat 6, lower link 14, lower link lower hinge seat 33 on lower link, upper connecting rod hinge seat 3 and lower link lower hinge seat It is not fixed on support base;Ball head connecting rod seat 5 is fastened with lower link upper hinge seat 6 by screw, between two ball head connecting rod seats 5 Connected by connecting rod negative stiffness extension spring 22 and spring carrier arm 23.It is spherical pair between single bulb upper connecting rod 4 and ball head connecting rod seat 5.
Specific works mode of the invention is:A kind of Low rigidity heavy duty two-wire steel-wire isolator of the present invention is according to positive and negative What the theory and bifilar wound mode of Stiffness were designed.In assembling process, two upper support seats are connected by screw with weight, this When weight fall within shock absorber.When system percussion vibrated, two-wire steel wire rope damper mechanism is negative firm together with two kinds Degree damper mechanism produces vibration deformation simultaneously.Two-wire steel wire rope damper mechanism takes double-steel wire rope to wind design, with larger Positive rigidity and damping higher, can bear large deformation, absorb larger impact energy, also with vibration damping bandwidth the characteristics of;Institute Central guide rail slide block mechanism and linkage are stated because the connected mode of spring makes it have negative stiffness function and certain carrying The characteristic of ability, it is in parallel with two-wire steel wire rope mechanism after, increase two-wire wire rope damper bearing capacity while reduce Its rigidity.Above-mentioned bifilar wound and positive and negative Stiffness are designed and cause that whole mechanism's bearing capacity and damping are all higher than general steel wire rope Shock absorber, while the intrinsic frequency of system is reduced, according to load and the feature of vibrational excitation, Rational choice negative rigidity mechanism bullet The rigidity of spring and the thickness of steel wire rope, extremely low shape can be reduced in the case where bearing capacity is ensured by system frequency State, so that, good vibration isolating effect is played in impact vibrated.
If Fig. 9 is schematic diagram of the invention, it is seen then that loading capacity of the invention is more than common steel-wire isolator.
To sum up, using the design of two-wire wirerope-winding and the design of positive and negative Stiffness, load capacity is more than common for the present invention Wire rope damper, rigidity is much smaller than ordinary steel rope shock absorber, and relative damping is more than ordinary steel rope shock absorber;
Negative rigidity mechanism key junction uses spherical pair, negative rigidity mechanism can be made to adapt to steel wire rope damper mechanism different The deformation in direction so that mechanism is integrally respectively provided with the characteristic of Low rigidity in different directions;Can choose firm according to actual conditions Spend suitable negative stiffness extension spring to be changed, so that shock absorber reaches optimal effectiveness in vibration suppression in real work;To each Vibratory output in the free degree is respectively provided with preferable vibration-damping function;Compact conformation, substantially reduces the sky shared by mounting dampers Between;Parts used are simple, low cost;It is lightweight, it is easy for installation, it is easy to safeguard;Oil resistant, anticorrosive, Anti-temperature difference, moisture-resistant degree, It is ageing-resistant.
The preferred embodiments of the present invention are the foregoing is only, is not intended to limit the invention, although with reference to foregoing reality Apply example to be described in detail the present invention, for a person skilled in the art, it still can be to foregoing each implementation Technical scheme described in example is modified, or carries out equivalent to which part technical characteristic.It is all in essence of the invention Within god and principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.

Claims (8)

1. a kind of Low rigidity heavy duty low frequency two-wire steel-wire isolator, it is characterised in that including negative stiffness damper mechanism and two-wire Steel wire rope damper mechanism, the negative stiffness damper mechanism includes:Two groups of central guide rail sliding block negative rigidity mechanisms and two groups of link-types Negative rigidity mechanism, the link-type negative rigidity mechanism is arranged in the two-wire steel wire rope damper mechanism two ends, and the negative stiffness subtracts The Agency line steel wire rope damper mechanism that shakes is connected in parallel.
2. Low rigidity according to claim 1 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that the two-wire steel Cord damper mechanism includes:Support base and two groups of steel wire ropes;The support base is provided with through hole, and the diameter dimension of the through hole can Cause the steel wire rope just by two groups of steel wire rope bores are identical, replace successively while steel wire rope described in clamping Through the through hole of the support base.
3. Low rigidity according to claim 2 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that the steel wire rope It is twisted shape steel wire rope, is entwined in the way of twisted shape by the finer wire beam of twisted shape respectively.
4. Low rigidity according to claim 2 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that:The steel wire rope Winding angle and vertical direction angulation be 15 °.
5. Low rigidity according to claim 2 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that lead in the center Rail sliding block negative rigidity mechanism include guide rail, sliding block, upper ball cup, ball head connecting rod, lower ball cup, the extension spring of guide rail slide block negative stiffness and Spring carrier arm, the guide rail is fixed by screws on the support base, and two sliding blocks, each described cunning are arranged on the guide rail One lower ball cup is housed, the upper ball cup and the lower ball cup are connected by the ball head connecting rod on block;It is described two Distance is necessarily less than the distance between described two lower ball cups between upper ball cup, is slided by guide rail between the lower ball cup The extension spring of block negative stiffness and spring carrier arm are connected.
6. Low rigidity according to claim 5 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that the bulb connects Spherical pair is between bar and upper ball cup, lower ball cup.
7. Low rigidity according to claim 2 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that the link-type Hinged seat on upper connecting rod hinged seat that negative rigidity mechanism includes being sequentially connected, single bulb upper connecting rod, ball head connecting rod seat, lower link, Lower link, lower link lower hinge seat, the upper connecting rod hinged seat and lower link lower hinge seat are individually fixed on support base;It is described Ball head connecting rod seat is fastened with hinged seat on lower link by screw, ball head connecting rod in every group seat with another group in ball head connecting rod Connected by the extension spring of connecting rod negative stiffness and spring carrier arm between seat.
8. Low rigidity according to claim 7 heavy duty low frequency two-wire steel-wire isolator, it is characterised in that single bulb It is spherical pair between upper connecting rod and ball head connecting rod seat.
CN201510039464.8A 2015-01-26 2015-01-26 Low rigidity heavy duty low frequency two-wire steel-wire isolator Active CN104595403B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510039464.8A CN104595403B (en) 2015-01-26 2015-01-26 Low rigidity heavy duty low frequency two-wire steel-wire isolator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510039464.8A CN104595403B (en) 2015-01-26 2015-01-26 Low rigidity heavy duty low frequency two-wire steel-wire isolator

Publications (2)

Publication Number Publication Date
CN104595403A CN104595403A (en) 2015-05-06
CN104595403B true CN104595403B (en) 2017-06-06

Family

ID=53121371

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510039464.8A Active CN104595403B (en) 2015-01-26 2015-01-26 Low rigidity heavy duty low frequency two-wire steel-wire isolator

Country Status (1)

Country Link
CN (1) CN104595403B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317902B (en) * 2015-11-12 2017-06-20 哈尔滨工程大学 A kind of vibration isolator of replaceable spring
CN110454544A (en) * 2019-08-12 2019-11-15 西北工业大学 A kind of non-linear rigidity vibration-isolating platform for optoelectronic device
CN111188871A (en) * 2020-01-02 2020-05-22 湖南大学 Quasi-zero stiffness vibration isolator
CN111188424B (en) * 2020-01-02 2024-04-16 湖南大学 Quasicont zero stiffness vibration isolator for bending beam
CN114732203B (en) * 2022-04-29 2022-12-23 湖南大学 Suspension load-reducing backpack

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1257320A1 (en) * 1984-07-04 1986-09-15 Производственное Объединение "Ново-Краматорский Машиностроительный Завод" Shock-absorber
JPH11247935A (en) * 1998-02-26 1999-09-14 Nec Eng Ltd Wire mount and supporting structure using it
CN2814003Y (en) * 2005-04-25 2006-09-06 中国人民解放军总参谋部工程兵科研三所 Double-twising wire rope vibration-damper
CN102410329B (en) * 2011-09-10 2014-04-02 中国兵器工业第二〇六研究所 Compound vibration-isolating and buffering device
CN202381623U (en) * 2011-11-17 2012-08-15 华中科技大学 Precision active damper
CN204437152U (en) * 2015-01-26 2015-07-01 中科院南京天文仪器有限公司 Low rigidity heavy duty low frequency two-wire steel-wire isolator

Also Published As

Publication number Publication date
CN104595403A (en) 2015-05-06

Similar Documents

Publication Publication Date Title
CN104595403B (en) Low rigidity heavy duty low frequency two-wire steel-wire isolator
CN103791023B (en) Whole satellite six-dimensional vibration isolation device used for satellite vibration reduction in satellite launching process
KR102059707B1 (en) Damped engine support
JP2019530841A (en) Tower vibration control device
CN100519393C (en) Balancing apparatus for elevator
CN106840559A (en) A kind of adjustable individual layer and double-layer vibration isolating system vibration mechine and test method
CN110107632A (en) A kind of positive and negative Stiffness low frequency vibration isolation device coupling dynamic vibration absorber
CN107289054A (en) A kind of three-way rigidity adjustable shock isolation device
CN204437152U (en) Low rigidity heavy duty low frequency two-wire steel-wire isolator
CN107559376A (en) A kind of movable additional mass induction becomes the vibration absorber and method of characteristics of mode
CN205958108U (en) Infrared imaging system and detector subassembly, detector vibration damper
CN108953903A (en) A kind of four-degree-of-freedom parallel connection isolation mounting
CN102756810A (en) Elastic plane cable network vibration isolation structure and vibration isolation platform for passive vibration isolation of satellite momentum wheel
CN210575483U (en) Transformer damping mechanism
CN209760699U (en) shock insulation floor supported by double crank arms
JP4578957B2 (en) Elevator balance weight device
CN207740638U (en) A kind of mechanical equipment damping device
CN112303180A (en) Damping device of combined type lifting equipment
CN107304793A (en) Air environment with vibration isolation buffering device
CN201053469Y (en) Crystal oscillation isolator
CN220395940U (en) Adjustable machine leg
CN214838060U (en) Elastic vibration support capable of realizing multidirectional vibration reduction
CN108561501B (en) Electromechanical device damping device
RU2661649C1 (en) Two-stage cylinder-conical vibration isolator
RU2655244C1 (en) Spatial cylindroconical vibration isolator

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant