CN209041424U - A kind of composite non-linear energy wells vibration absorber - Google Patents

A kind of composite non-linear energy wells vibration absorber Download PDF

Info

Publication number
CN209041424U
CN209041424U CN201821410661.1U CN201821410661U CN209041424U CN 209041424 U CN209041424 U CN 209041424U CN 201821410661 U CN201821410661 U CN 201821410661U CN 209041424 U CN209041424 U CN 209041424U
Authority
CN
China
Prior art keywords
track
liner
liner track
sphere
door
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
CN201821410661.1U
Other languages
Chinese (zh)
Inventor
沈文爱
朱宏平
黄灿
彭轶文
肖智中
张永涛
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.)
Huazhong University of Science and Technology
CCCC Second Harbor Engineering Co
Original Assignee
Huazhong University of Science and Technology
CCCC Second Harbor Engineering Co
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 Huazhong University of Science and Technology, CCCC Second Harbor Engineering Co filed Critical Huazhong University of Science and Technology
Priority to CN201821410661.1U priority Critical patent/CN209041424U/en
Application granted granted Critical
Publication of CN209041424U publication Critical patent/CN209041424U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of composite non-linear energy wells vibration absorbers, belong to the wind resistance and seismic resistance field of Lifting Load System of Ship-mounted Cranes suppression pendulum, building and bridge.The device includes bottom plate, X to non-liner track, Y-direction non-liner track, sphere and door;X is distributed along X-axis and Y direction respectively to non-liner track, Y-direction non-liner track, and the center of the two is distributed up and down along Z axis;X is equipped with door to the both ends of non-liner track, Y-direction non-liner track, and inside is equipped with sphere;Each sphere can be moved freely in corresponding X into non-liner track, Y-direction non-liner track, and each sphere corresponding X to non-liner track, Y-direction non-liner track each position at the direction of normal force be respectively function that sphere locates corresponding track slope at various locations.Two spheres of the utility model when moving on respective track, may point to any direction in three-dimensional space respectively, can meet device complicated damping requirements at work.

Description

A kind of composite non-linear energy wells vibration absorber
Technical field
The utility model belongs to the wind resistance and seismic resistance field of Lifting Load System of Ship-mounted Cranes suppression pendulum, building and bridge, more specifically, It is related to a kind of composite non-linear energy wells vibration absorber, using passive control system, the case where not needing input external energy Under, by the interaction between suppression pendulum device and controlled device/structure, control force is provided, inhibits lifting load system pendulum to reach Purpose that is dynamic or reducing structural vibration.
Background technique
When carrying out installation operation using working ship ship under complicated sea situation, the forced vibration amplitude mistake of suspension hook generation Greatly, on working ship, suspension hook surveys amplitude of fluctuation and reaches positive and negative 10 meters (along the horizontal and vertical swing of steamer), and kinetic characteristic is It is translatable (pendulum+rotation).The target for needing to control is to reduce the horizontal and vertical swing of suspension hook, improves construction operation efficiency.
Traditional nonlinear energy trap is a kind of passive energy absorber, by an auxiliary mass and a non-liner track Composition, can be reduced vibration of the fixed structure by shock-excitation, but in swinging structure, Oscillation Amplitude is excessive, and its anti-work The direction that firmly may point to is few, and effectiveness in vibration suppression is not significant enough, it is difficult to require suitable for complicated vibration damping or suppression pendulum.
Utility model content
Aiming at the above defects or improvement requirements of the prior art, the utility model provides a kind of composite non-linear energy wells Vibration absorber, one of its goals is to realize any direction of reaction force, by the compound mode of track so as to be applicable in In complicated damping requirements.
To achieve the above object, according to the one aspect of the utility model, a kind of composite non-linear energy wells is provided and are subtracted Vibrating device, comprising: bottom plate, X are to non-liner track, Y-direction non-liner track, sphere and door;
X is distributed along X-axis and Y direction respectively to non-liner track, Y-direction non-liner track, and the center of the two is along Z axis Lower distribution;X is equipped with door to the both ends of non-liner track, Y-direction non-liner track, and inside is equipped with sphere;Each sphere energy Moved freely in corresponding X into non-liner track, Y-direction non-liner track, and each sphere in corresponding X to non-liner track, Y Direction to the normal force at each position of non-liner track is respectively that sphere locates corresponding track slope at various locations Function.
The another object of the utility model is, by multiple energies dissipation mode, in a limited space into one in structure Step promotes effectiveness in vibration suppression.To achieve the goals above, further, the side of each door towards corresponding sphere is equipped with damping rubber Glue.
Further, X to non-liner track, Y-direction non-liner track be that metal is made, it is preferable that the metal be copper;Respectively The radial direction of sphere is equipped with annular magnet.
Further, X to the geometric locus of non-liner track, Y-direction non-liner track be circular function or high order curve.
Further, X to non-liner track, Y-direction non-liner track be tubular track.
Further, door is adjustable in position of the X on non-liner track and/or Y-direction non-liner track.
Further, X is offered at least one end of non-liner track and/or Y-direction non-liner track along longitudal section direction The end is divided into wooden fork shape by groove, and the wooden fork shape part is equipped at least one and arranges the first limit hole;The corresponding door in the end Shape mounting groove corresponding with wooden fork shape partial cross sectional is offered on end face, and is offered on the side wall of the door and the first limit At least one corresponding second limit hole of hole;It is inserted into the second limit hole and the first different limit holes by pin or bolt, with The position for carrying out door adjusts and fixes.
In general, the utility model is contemplated above technical scheme is compared with the prior art, can obtain down and show Beneficial effect:
1, composite non-linear energy wells vibration absorber selects two non-liner tracks respectively in X and Y-direction arranged crosswise, when Respectively when moving on respective track, the reaction force being theoretically combined may point in three-dimensional space two spheres Any direction can meet device complicated damping requirements at work.
2, track both ends are equipped with the door for securing damping rubber, and sphere moves to the non-liner track end, sphere with The damping rubber being mounted on door collides, and realizes the secondary dissipation of energy.According to the difference of damping rubber damping capacity, The ability of the secondary dissipation of ability is different.
3, annular magnet is mounted to inside sphere, when sphere rolls on metal track, will form a mobile magnetic ?.At mobile magnetic field and metal/copper traces cross, magnetic induction line and conductor (i.e. metal/copper rail road) are mutually cut, thus Vortex is generated inside metal/copper rail road, the electromagnetic force for being vortexed generation can be equivalent to a viscous damping, thus utilize galvanomagnetic-effect Dissipation energy realizes the dissipation again of energy.
4, door is removable, so as to door position be adjusted, to adjust ball according to different usage scenario or requirement The moving range of body, and then adjust vibration damping amplitude.
Detailed description of the invention
Fig. 1 is the perspective view of the composite non-linear energy wells vibration absorber of the utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the main view of Fig. 1;
Fig. 4 is the A-A cross-sectional view of Fig. 3;
Fig. 5 is the perspective view of lid in Fig. 4.
In all the appended drawings, identical appended drawing reference is used to denote the same element or structure, in which:
1- bottom plate, 2-Y is to non-liner track, and 3-X is to non-liner track, and 4-Y is to support base, and 5-X is to support base, 6- ball Body, 7- annular magnet, 8- door, 9- damping rubber, 10- groove, the first limit hole of 11-, 12- mounting groove, 13- second are limited Hole.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain The utility model is not used to limit the utility model.In addition, institute in the various embodiments of the present invention described below The technical characteristic being related to can be combined with each other as long as they do not conflict with each other.
As shown in figures 1-4, the composite non-linear energy wells vibration absorber of the preferred embodiment of the utility model, comprising: bottom Plate 1, Y-direction non-liner track 2, X are to non-liner track 3, Y-direction support base 4, X to support base 5, sphere 6, annular magnet 7, door 8 And damping rubber 9.
Please refer to Fig. 1,4, the support base 4 and 5, the section of main part is designed to trapezoidal, and position is empty in its center The space agreed with out with tubular track, non-liner track and support base are welded and fixed.
Two non-liner tracks of the present embodiment are tubular track, respectively in X and Y-direction arranged crosswise.X is to non-linear Track 3 is arranged in bottom, and Y-direction non-liner track 2 is arranged in upper layer.The damping rubber of the present embodiment is preferably high-damping rubber, Such as HDR.Each track both ends are fitted with the door 8 for securing high-damping rubber 9.When two spheres 6 are respectively in respective pipe When rolling in road, the reaction force being theoretically combined may point to any direction in three-dimensional space, can meet device and work The damping requirements of middle complexity.When sphere 6 moves to the end of non-liner track 2,3, with the high-damping rubber being mounted on door 8 9 collide, and secondary dissipation energy (if being not provided with damping rubber 9, collides some energy that can also dissipate, damping rubber 9 is arranged Energy dissipation capability can be greatly enhanced later).In addition annular magnet 7 (the present embodiment is permanent magnet) is mounted to 6 the inside of sphere, when Sphere 6 rolls inside metallic conduit, will form a mobile magnetic field.The metal of the present embodiment is copper, in mobile magnetic field It when intersecting with copper tube, results in magnetic induction line and conductor is mutually cut, to generate vortex inside copper tube, be vortexed generation Electromagnetic force can be equivalent to a viscous damping, thus utilize galvanomagnetic-effect dissipation energy.
When the sphere 6 is rolled around along non-liner track, the reaction force of track upper sphere is transferred to track On the primary structure of attachment.The direction of normal force between sphere and track be sphere track at each position slope Function.
Circular function, 4 function curves and more high reps function curve can be used in the orbital curve of the non-liner track.
Fig. 1 and Fig. 3~5 are please referred to, the non-liner track 2,3 makes a call to the first limit in tubular track difference corresponding position Position hole 11 (the present embodiment is threaded hole), the vertical median plane position of pipeline outputs groove 10, door 8 is enable to pass through mounting groove 12, which are inserted in pipeline, is moved.
The door 8 of the present embodiment is bolted on non-liner track, is beaten on 90 degree and 270 degree of directions, door Through-hole makes a call to the second limit hole 13 (the present embodiment is threaded hole) in the side wall of corresponding pipeline, install using 2 bolts solid It is fixed.In order to guarantee the stability of installation, on door on the basis of fixed using 2 bolts, it is also necessary to use 8 screws It is auxiliarily fixed.Screw is compressed or is embedded in a part with its end, (such as solid for the position fixed between two parts Determine damping rubber 9).Door 8 can be mounted on the different location of pipeline by the difference of the first limit hole 11 used.
In other embodiments, the shape of non-liner track is not limited to tubulose, is also possible to several non-linear bars according to excellent Select the shape of the tubular track of embodiment to carry out arrangement and surround non-liner track, or by the tubular track of preferred embodiment with The identical bar substitution of its centre line shape, sphere cover on bar along bar sliding etc..
As it will be easily appreciated by one skilled in the art that the above is only the preferred embodiment of the utility model only, not To limit the utility model, any modification made within the spirit and principle of the present invention, equivalent replacement and change Into etc., it should be included within the scope of protection of this utility model.

Claims (8)

1. a kind of composite non-linear energy wells vibration absorber characterized by comprising bottom plate (1), X are to non-liner track (3), Y To non-liner track (2), sphere (6) and door (8);
X is distributed along X-axis and Y direction respectively to non-liner track (3), Y-direction non-liner track (2), and the center of the two is along Z axis Distribution up and down;X is equipped with door (8) to the both ends of non-liner track (3), Y-direction non-liner track (2), and inside is equipped with ball Body (6);Each sphere (6) can move freely in corresponding X into non-liner track (3), Y-direction non-liner track (2), and each sphere (6) corresponding X to non-liner track (3), Y-direction non-liner track (2) each position at the direction of normal force be respectively Sphere (6) locates the function of corresponding track slope at various locations.
2. a kind of composite non-linear energy wells vibration absorber as described in claim 1, which is characterized in that each door (8) direction The side of corresponding sphere (6) is equipped with damping rubber.
3. a kind of composite non-linear energy wells vibration absorber as claimed in claim 1 or 2, which is characterized in that X is to non-linear rail Road (3), Y-direction non-liner track (2) are that metal is made;The radial direction of each sphere (6) is equipped with annular magnet (7).
4. a kind of composite non-linear energy wells vibration absorber as claimed in claim 3, which is characterized in that X is to non-liner track (3), Y-direction non-liner track (2) be copper at.
5. a kind of composite non-linear energy wells vibration absorber as claimed in claim 1 or 2, which is characterized in that X is to non-linear rail Road (3), Y-direction non-liner track (2) geometric locus be circular function or high order curve.
6. a kind of composite non-linear energy wells vibration absorber as claimed in claim 5, which is characterized in that X is to non-liner track (3), Y-direction non-liner track (2) is tubular track.
7. a kind of composite non-linear energy wells vibration absorber as claimed in claim 1 or 2, which is characterized in that door (8) is in X Position on non-liner track (3) and/or Y-direction non-liner track (2) is adjustable.
8. a kind of composite non-linear energy wells vibration absorber as claimed in claim 7, which is characterized in that X is to non-liner track (3) and/or at least one end of Y-direction non-liner track (2) along longitudal section direction offers groove (10), which is divided into wooden fork Shape, and the wooden fork shape part is equipped at least one and arranges the first limit hole (11);It is opened up on the end face of the corresponding door in the end (8) tangible Shape mounting groove (12) corresponding with wooden fork shape partial cross sectional, and offered on the side wall of the door (8) and the first limit hole (11) At least one corresponding second limit hole (13);Pass through pin or bolt insertion the second limit hole (13) and the first different limits Hole (11) adjusts and fixes to carry out the position of door (8).
CN201821410661.1U 2018-08-30 2018-08-30 A kind of composite non-linear energy wells vibration absorber Active CN209041424U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821410661.1U CN209041424U (en) 2018-08-30 2018-08-30 A kind of composite non-linear energy wells vibration absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821410661.1U CN209041424U (en) 2018-08-30 2018-08-30 A kind of composite non-linear energy wells vibration absorber

Publications (1)

Publication Number Publication Date
CN209041424U true CN209041424U (en) 2019-06-28

Family

ID=67031857

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821410661.1U Active CN209041424U (en) 2018-08-30 2018-08-30 A kind of composite non-linear energy wells vibration absorber

Country Status (1)

Country Link
CN (1) CN209041424U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108895114A (en) * 2018-08-30 2018-11-27 华中科技大学 A kind of composite non-linear energy wells vibration absorber
CN113931804A (en) * 2021-10-13 2022-01-14 福州大学 Double-ring type multifunctional nonlinear energy trap for offshore wind turbine and construction method thereof
CN117235855A (en) * 2023-09-15 2023-12-15 中国长江三峡集团有限公司 Nonlinear energy trap of wind power tower and control method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108895114A (en) * 2018-08-30 2018-11-27 华中科技大学 A kind of composite non-linear energy wells vibration absorber
CN108895114B (en) * 2018-08-30 2024-03-19 华中科技大学 Composite nonlinear energy trap vibration damper
CN113931804A (en) * 2021-10-13 2022-01-14 福州大学 Double-ring type multifunctional nonlinear energy trap for offshore wind turbine and construction method thereof
CN113931804B (en) * 2021-10-13 2023-01-31 福州大学 Double-ring type multifunctional nonlinear energy trap for offshore wind turbine and construction method thereof
CN117235855A (en) * 2023-09-15 2023-12-15 中国长江三峡集团有限公司 Nonlinear energy trap of wind power tower and control method
CN117235855B (en) * 2023-09-15 2024-05-07 中国长江三峡集团有限公司 Nonlinear energy trap of wind power tower and control method

Similar Documents

Publication Publication Date Title
CN108895114A (en) A kind of composite non-linear energy wells vibration absorber
CN209041424U (en) A kind of composite non-linear energy wells vibration absorber
US11293512B2 (en) Multi-dimensional eddy current tuned mass damper
CN106948640B (en) Suspension type multidimensional multistage collision energy dissipation damper
CN106869568A (en) A kind of three-dimensional isolation vibration absorber and its shock insulation oscillation damping method
CN101900177B (en) Vibration isolator
CN108061126A (en) A kind of damping hollow stem with multistage energy consumption mechanism
CN201730373U (en) Damping system for pull ropes at top part of building structure
CN102433943A (en) Sliding cabin type multilevel damper equipped with power consumption and tuning particles
CN208023763U (en) Big rigidity pivoting friction damper
CN203639809U (en) Anti-seismic and anti-corrosion bridge support
CN207728792U (en) A kind of damping hollow stem with multistage energy consumption mechanism
CN204609034U (en) Wind pendulum damper
CN110130709A (en) A kind of modularization sliding and shock isolation system
CN109812114A (en) It is a kind of horizontal vertically to eddy current tuned mass damper
CN106604597A (en) Electric cabinet improving stability of internal electric devices
CN108036018A (en) Tandem six degree of freedom air suspension vibration-isolating platform
CN202674132U (en) Parallel anti-seismic vibration isolation device
CN208381503U (en) A kind of antidetonation suspension and support based on disk spring vibration damping
CN112878385A (en) Combined support system
CN111608455B (en) Three-dimensional shock insulation system
CN114718981B (en) Eddy current damping three-dimensional damping device utilizing bridge weight block
CN105720541A (en) V-shaped damping-wire clamp damping wire
CN214738304U (en) Combined support system
CN116066512B (en) Vibration damper of inner swinging type eddy current damper of wind turbine tower

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant