CN209703743U - A kind of multidimensional vibration reduction damper based on Stewart mechanism - Google Patents

A kind of multidimensional vibration reduction damper based on Stewart mechanism Download PDF

Info

Publication number
CN209703743U
CN209703743U CN201822104917.2U CN201822104917U CN209703743U CN 209703743 U CN209703743 U CN 209703743U CN 201822104917 U CN201822104917 U CN 201822104917U CN 209703743 U CN209703743 U CN 209703743U
Authority
CN
China
Prior art keywords
ring flange
connection otic
damping element
vibration reduction
universal shaft
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
CN201822104917.2U
Other languages
Chinese (zh)
Inventor
韩庆华
郭凡夫
刘铭劼
芦燕
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.)
Tianjin University
Original Assignee
Tianjin University
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 Tianjin University filed Critical Tianjin University
Priority to CN201822104917.2U priority Critical patent/CN209703743U/en
Application granted granted Critical
Publication of CN209703743U publication Critical patent/CN209703743U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of multidimensional vibration reduction dampers based on Stewart mechanism, including ring flange, connection otic placode and damping element, ring flange is provided with two panels, and there are three connection otic placodes for arrangement setting triangular in shape on every ring flange, and connection otic placode is equidistant away from the axial line of ring flange;Wherein each connection otic placode on a piece of ring flange is connect by two damping elements with two connection otic placodes on other a piece of ring flange, damping element is from left to right successively made of the first crossed universal shaft, first connecting rod, piston rod, damping element cylinder body, the second connecting rod and the second crossed universal shaft, piston rod is telescopic to be movably connected on damping element cylinder body, and the first crossed universal shaft and the second crossed universal shaft pass through bearing and connect with connection otic placode.The utility model realizes multidimensional vibration reduction using less damping element, makes it that can also bear the multidimensional internal force of Complicated Loads generation while providing high additional damping, achievees the effect that carry out multidimensional vibration reduction to large-span space structure.

Description

A kind of multidimensional vibration reduction damper based on Stewart mechanism
Technical field
The utility model belongs to antivibration area, and in particular to a kind of high-performance multidimensional based on Stewart mechanism subtracts Shake damper, can be applied to the control of large-span space structure vibration damping.
Background technique
With the raising increasingly of science and technology maked rapid progress and the people need good life, people are to building span More stringent requirements are proposed;In this context, large-span space structure is able to fast development, and becomes the heat of structural engineering field Point.Large-span space structure the earthquake, wind shake the effects of under structural dynamic response it is strong.The power for how reducing structure is rung It answers, improve the antidetonation of structure, wind loading rating and combats a natural disaster performance, become current urgent problem to be solved.The side of traditional antidetonation Method is to improve structural behaviour, and wind shake, rain vibration, ambient vibration and geological process etc. are absorbed by the energy dissipation capacity of structure itself Generated energy;This method will affect space and the requirement of building, and lack capacity of self-regulation, in medium and small shake And the non-lower effect that can also play the role of certain reduction structural dynamic response of high wind effect, but under macroseism or high wind, It will necessarily cause the damage or destruction of structure division component.It therefore, is the defect for overcoming traditional anti-shock methods, structural vibration control Technology is gradually risen, and damper is widely used in the structural vibration reduction field of civil engineering.Resistance on the market at present The tension and compression that Buddhist nun's device vibration absorber is mostly only capable of resisting one-dimensional square act on, the vibration damping of supporting member suitable for structure, and main Applied to executive information systems;It is different from high-rise, in super-high building structure supporting member, large-span space structure its Structural response has apparent multidimensional characteristic;For the large span spatial structure of single layer mesh form, structure structure Part is usually by " moment of flexure-axle power " multidimensional internal force compound action;I.e. under wind shake, rain vibration, ambient vibration and geological process, single layer Its rod piece of the large span spatial structure of grid configuration is not only acted on by axle power, also suffers from Moment;Only have and resists one-dimensional square The damper acted on to tension and compression will can not achieve oscillation damping and energy dissipating of the component under complicated applied force state, not be suitable for long-span space knot Structure.Current existing damper vibration damping device is difficult to meet the vibration control requirement of large-span space structure.
Utility model content
The purpose of this utility model is to overcome deficiency in the prior art, provide a kind of based on Stewart mechanism Multidimensional vibration reduction damper, the utility model realize multidimensional vibration reduction using less damping element, it is made to provide high additional damping It is also able to bear multidimensional internal force caused by Complicated Loads simultaneously, reaches the effect for carrying out multidimensional vibration reduction to large-span space structure Fruit.
The purpose of this utility model is achieved through the following technical solutions:
A kind of multidimensional vibration reduction damper based on Stewart mechanism, including ring flange, connection otic placode and damping element, institute It states ring flange and is provided with two panels, arrangement setting triangular in shape is there are three the connection otic placode on every ring flange, and connection otic placode Axial line away from ring flange is equidistant;Wherein each connection otic placode on a piece of ring flange by two damping elements with In addition on a piece of ring flange two connection otic placodes connection, the damping element from left to right successively by the first crossed universal shaft, First connecting rod, piston rod, damping element cylinder body, the second connecting rod and the second crossed universal shaft composition, the piston rod can be stretched Contracting is movably connected on the damping element cylinder body, first crossed universal shaft and the second crossed universal shaft pass through bearing with Connection otic placode connection.
Further, the plagiohedral structure or inclined-plane is had by a pair that each connection otic placode uses the high two sides in middle part low Convex block constitute.
Further, the first crossed universal shaft on each damping element, first connecting rod, piston rod, damping member Part cylinder body, the second connecting rod and the second crossed universal shaft all have identical axial line.
Further, the control and weakening of multidimensional vibration reduction damper low-frequency excitation suitable for 0-20Hz.
Further, the multidimensional vibration reduction damper can any angle arrangement.
Compared with prior art, beneficial effect brought by the technical solution of the utility model is:
The parallel connection for realizing more damping elements in smaller space is realized multidimensional vibration reduction using less damping element, is relatively passed System damper, which is compared, can provide higher additional damping;It is internal to form one with ring flange per two adjacent damping elements Stable geometrically stable system makes damper that a stable structural system be integrally formed, so as to bear Complicated Loads institute The internal force of all directions of generation;Structure is simple, easy for construction, is suitable for large-span space structure.
Detailed description of the invention
Fig. 1 is the three dimensional structure diagram of the utility model;
Fig. 2 is the flat state schematic diagram of the utility model;
Fig. 3 is the damping element three dimensional structure diagram of the utility model;
Fig. 4 is the three dimensional structure diagram of the connection otic placode of the utility model
Marked in the figure: 1, ring flange;2, connection otic placode;3, crossed universal shaft;4, connecting rod;5, piston rod;6, damping member Part cylinder body;7, bearing.
Specific embodiment
The advantages of in order to make the utility model and feature are easier to be understood, below with reference to technical solution and attached drawing pair Embodiments thereof are described in detail.
The utility model proposes multidimensional vibration reduction damper it is as shown in Figures 1 to 4, including ring flange 1, connection otic placode 2, ten Word universal shaft 3, connecting rod 4, piston rod 5, damping element cylinder body 6;Bearing 7;Ring flange 1 is total to two panels, and connection otic placode 2 totally six; Three connection otic placodes 2 are arranged on every ring flange 1, the distribution triangular in shape of three connection otic placodes 2 arranged on ring flange 1, and away from 1 axial line of ring flange is equidistant;Crossed universal shaft 3, connecting rod 4, piston rod 5,6 coaxial inner conductor cloth of damping element cylinder body It sets, collectively constitutes damping element, the sequence from left to right arranged is followed successively by crossed universal shaft 3, connecting rod 4, piston rod 5, damping Element cylinder body 6, connecting rod 4, crossed universal shaft 3;Internally-damped element totally six, each damping element passes through connection otic placode cloth It sets between two panels ring flange;Bearing 7 connects between damping element and connection otic placode 2 with the two.
In the present embodiment, the upper surface of connection otic placode 2 is set as the low plagiohedral structure in the high two sides in middle part, wherein a piece of method Two inclined-planes of each connection otic placode 2 on blue disk are separately connected one end of two damping elements, the two damping elements it is another One end is connect with two connection otic placodes on other a piece of ring flange, and so on, finally constitute the utility model as shown in Figure 1 The three dimensional structure diagram of multidimensional vibration reduction damper.
Specifically, per two adjacent internally-damped elements a stable geometry unchanged body can be formed with ring flange System, makes damper that a stable structural system be integrally formed, so that damper is able to bear caused by Complicated Loads Multidimensional internal force.
Specifically, damping element is connect with connection otic placode using crossed universal shaft and bearing in the present embodiment;Tradition The connection type of Stewart platform mechanism is that side is flexural pivot link, and the other side is that flexible Hooke is hinged;The utility model with Traditional connection is different.
Specifically, the crossed universal shaft, connecting rod, piston rod, damping element cylinder body on each damping element are with identical Axial line.Being equivalent to each rod piece has oneself a local coordinate system, is arranged along the axial line of oneself.Due to The both ends of internal each damping element are crossed universal shafts, so moment of flexure can discharge;So at any time, multidimensional subtracts Each damping element of vibration damper will not bend, and each damping element of multidimensional vibration reduction damper can be along oneself Axial line movement.Releasable horizontal direction moment of flexure and the Vertical Square as caused by external multi-dimensional complicated load of crossed universal shaft To moment of flexure;The releasable torque as caused by external multi-dimensional complicated load of bearing.
Specifically, damping element is viscous damping element.For the large-span space structure for meeting different form, different size Vibration damping demand, viscous damping element can also stretch material and shape memory alloy material etc. with visco-elastic element and mangneto and be made Damping element be replaced, and preferably viscoelastic damping element be replaced.
Specifically, the utility model multidimensional vibration reduction damper is mainly used in building vibration damping field, it is suitable for centering low frequency Disturb the control and weakening of (0-20Hz).
Specifically, its structure type of the utility model multidimensional vibration reduction damper is full symmetric structure, with replacing member Mode is arranged on the rod piece position of long-span space building superstructure;Crossed universal shaft adds bearing that can be equivalent to flexural pivot, can be with Discharge three-dimensional rotation;The vertical placement that traditional Stewart platform mechanism can only be fixed, and the utility model can be with any angle cloth It sets.In mechanical manufacturing field or aerospace field, the Related product of the structure type is carried out in the form of shock insulation platform Shock insulation, so can only vertically place;It and is to pass through whole device using whole device as dissipative damping device in the utility model Movement, internal each damping element consumes energy, to reduce vibration, it is possible to the rod piece in replacing structure, according to bar The position of part determines the position of multidimensional vibration reduction damper.
The utility model multidimensional vibration reduction damper can have certain rigidity, and rigidity size is rigid by internally-damped element Degree determines;It is internal to form a stable geometrically stable system with ring flange per two adjacent damping elements, make multidimensional A stable structural system is integrally formed in damper;Due to the releasable three-dimensional rotation in the both ends of damping element, so Multidimensional vibration reduction damper itself can bear " moment of flexure-axle power " multidimensional internal force compound action, and under multidimensional internal force compound action, The mass motion of multidimensional vibration reduction damper can decouple the axial movement for being converted into internally-damped element itself.So multidimensional vibration reduction hinders Buddhist nun's device has the multidimensional rigidity such as axial, bending when by Static behavior, and certain load is able to bear under multidimensional Static behavior, To reduce because replacing member is weakening caused by structure;Under power effect, it can be provided for large span spatial structure effectively more Tie up vibration damping.
The utility model is not limited to embodiments described above.Above the description of specific embodiment is intended to describe With illustrate the technical solution of the utility model, the above mentioned embodiment is only schematical, is not restrictive.In In the case of not departing from the utility model aims and scope of the claimed protection, those skilled in the art are practical at this The specific transformation of many forms can be also made under novel enlightenment, these are belonged within the protection scope of the utility model.

Claims (5)

1. a kind of multidimensional vibration reduction damper based on Stewart mechanism, which is characterized in that including ring flange, connection otic placode and resistance Buddhist nun's element, the ring flange are provided with two panels, and there are three the connection otic placodes for arrangement setting triangular in shape on every ring flange, and Connection otic placode is equidistant away from the axial line of ring flange;Wherein each connection otic placode on a piece of ring flange passes through two resistances Buddhist nun's element is connect with two connection otic placodes on other a piece of ring flange, and the damping element is from left to right successively by the first cross Universal shaft, first connecting rod, piston rod, damping element cylinder body, the second connecting rod and the second crossed universal shaft composition, the piston Bar is telescopic to be movably connected on the damping element cylinder body, and first crossed universal shaft and the second crossed universal shaft pass through Bearing is connect with connection otic placode.
2. a kind of multidimensional vibration reduction damper based on Stewart mechanism according to claim 1, which is characterized in that Mei Gesuo Connection otic placode is stated to use the high low plagiohedral structure in two sides in middle part or be made of a pair with bevelled convex block.
3. a kind of multidimensional vibration reduction damper based on Stewart mechanism according to claim 1, which is characterized in that Mei Gesuo State the first crossed universal shaft, first connecting rod, piston rod, the damping element cylinder body, the second connecting rod and second on damping element Crossed universal shaft all has identical axial line.
4. a kind of multidimensional vibration reduction damper based on Stewart mechanism according to claim 1, which is characterized in that described more Tie up the control and weakening of damper low-frequency excitation suitable for 0-20Hz.
5. according to claim 1 or a kind of 4 multidimensional vibration reduction dampers based on Stewart mechanism, which is characterized in that described Multidimensional vibration reduction damper can any angle arrangement.
CN201822104917.2U 2018-12-14 2018-12-14 A kind of multidimensional vibration reduction damper based on Stewart mechanism Active CN209703743U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822104917.2U CN209703743U (en) 2018-12-14 2018-12-14 A kind of multidimensional vibration reduction damper based on Stewart mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822104917.2U CN209703743U (en) 2018-12-14 2018-12-14 A kind of multidimensional vibration reduction damper based on Stewart mechanism

Publications (1)

Publication Number Publication Date
CN209703743U true CN209703743U (en) 2019-11-29

Family

ID=68637647

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822104917.2U Active CN209703743U (en) 2018-12-14 2018-12-14 A kind of multidimensional vibration reduction damper based on Stewart mechanism

Country Status (1)

Country Link
CN (1) CN209703743U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537757A (en) * 2018-12-14 2019-03-29 天津大学 A kind of multidimensional vibration reduction damper based on Stewart mechanism

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537757A (en) * 2018-12-14 2019-03-29 天津大学 A kind of multidimensional vibration reduction damper based on Stewart mechanism

Similar Documents

Publication Publication Date Title
CN103867625B (en) Rope type self-reset shape memory alloy seismic isolation and seismic reduction support
CN2716377Y (en) Shape memory alloy and rubber composite support with horizontal polydirectional vibration-proof and vertical drawing-prevention function
CN2806599Y (en) Shape memory alloy and friction composite damper
CN106968500B (en) SMA is from restoring to throne ductility steel and supporting
CN201730196U (en) Ball disc spring vibration isolation device
CN112696076A (en) SMA is from restoring to throne isolation bearing
CN209703743U (en) A kind of multidimensional vibration reduction damper based on Stewart mechanism
CN113266104A (en) Composite energy dissipation extension arm for preventing external instability of amplification device
CN202830902U (en) Shock mitigation system of offshore platform
CN109537757A (en) A kind of multidimensional vibration reduction damper based on Stewart mechanism
CN114214928A (en) Shape memory alloy three-dimensional composite shock insulation support
CN102296702B (en) Shape memory alloy self-resetting multi-dimensional shock insulation support
CN113356668A (en) Novel replaceable shear wall damping support
CN103572853B (en) Ocean platform shock mitigation system
CN106049952B (en) A kind of end has the buckling control support of duplex pyramid type energy consumption unit
CN107700913B (en) Multidimensional high-performance damper
CN202099875U (en) Shape memory alloy self-resetting multidimensional shock insulation support
CN106049699B (en) A kind of casing constraining anti-buckling support with staggeredly pyramid energy consumption unit
CN211596377U (en) Take subtract isolation bearing of cable
CN202731008U (en) Shockproof viscous damper connection system
CN203594129U (en) Combined H-type steel core buckling-restrained supporting component
CN206655315U (en) A kind of large span can breathing structure system
CN112095826A (en) High-performance energy dissipation support for structure and assembling method
CN205012720U (en) X -shaped bottom lattice column of double layer reticulated shell steel construction cooling tower
CN201433476Y (en) Shape memory alloy self-reset deformation energy consumption damper

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant