CN101074573A - Damper of multi-dimensional superelastic shape memory alloy - Google Patents

Damper of multi-dimensional superelastic shape memory alloy Download PDF

Info

Publication number
CN101074573A
CN101074573A CN 200710010923 CN200710010923A CN101074573A CN 101074573 A CN101074573 A CN 101074573A CN 200710010923 CN200710010923 CN 200710010923 CN 200710010923 A CN200710010923 A CN 200710010923A CN 101074573 A CN101074573 A CN 101074573A
Authority
CN
China
Prior art keywords
memory alloy
steel cylinder
shape memory
damper
internal
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.)
Pending
Application number
CN 200710010923
Other languages
Chinese (zh)
Inventor
李宏男
任文杰
宋钢兵
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dalian University of Technology
Original Assignee
Dalian University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dalian University of Technology filed Critical Dalian University of Technology
Priority to CN 200710010923 priority Critical patent/CN101074573A/en
Publication of CN101074573A publication Critical patent/CN101074573A/en
Pending legal-status Critical Current

Links

Images

Abstract

A multi-dimensional hyperelastic shape memory alloy damper is a damping control device which is used in the technologies of civil construction and mechanical engineering. It is characterized in that: the damper is mainly composed of shape memory alloy thread, internal and external steel containers. The internal and external steel containers are coaxial and the shape memory alloy threads distribute level symmetry along the circle radial of the steel containers. The shape memory alloy threads penetrate into the external steel container and out of the internal steel container, and their ends are fixed on the internal and external steel containers separately. The threads are pulled to the midpoint of its hyperelastic platform by the prestrain of the adjustable screws and nuts. The plane motion of the internal steel container relative to the external steel container causes the elongation and shortening alternative change of the threads to provide stable damping force and large energy dissipation force. Its effects and advantages are: it has passive energy dissipation effect on any direction in the flat and functions of vibration damping and reduction on vertical and torsion direction. It can realize the multi-dimensional passive control of the structure.

Description

Damper of multi-dimensional superelastic shape memory alloy
Technical field
The invention belongs to civil construction and mechanical engineering technical field, relate to a kind of damping control device, especially planar any direction performance passive energy dissipation effect has vertical and the vibration damping of torsional direction and the damper of reset function simultaneously concurrently.
Background technology
Good passive control device can effectively suppress the vibratory response of engineering structures, guarantees the safety and the applicability of structure.Passive energy dissipation device commonly used, as viscoelastic damper, viscous fluid damper, frcition damper, low-yield metal damper etc., have some limitation: the maintenance of aging and endurance issues, long term operation stability problem, Qiang Zhenhou and replacement problem etc.Marmem has special shape memory effect and superelastic effect as a kind of new function material that has perception and driving force concurrently.By the damper that marmem is made, have that recoverable deformation is big, damping capacity is strong and durability, anticorrosive, advantage such as fatigue resistance good, maintenance cost is low.
The response under random load effects such as earthquake, wind and mechanical oscillation of engineering structures or member is at random, and one of performance is exactly the randomness of vibratory response direction.The marmem damper of developing only has the passive energy dissipation ability of single direction usually at present, the difficult multidimensional Passive Control that realizes in the engineering own.
Summary of the invention
For implementation structure multidimensional Passive Control, the invention provides a kind of damper of multi-dimensional superelastic shape memory alloy, this damper not only has the passive energy dissipation ability of any direction in the plane, has the vibration damping and the reset function of vertical and torsional direction simultaneously concurrently.
The technical solution used in the present invention is: damper of multi-dimensional superelastic shape memory alloy mainly includes super-elastic shape memory alloy wire, interior steel cylinder, outer steel cylinder.Interior steel cylinder is coaxial with outer steel cylinder.Eight groups of shape-memory alloy wires are along steel cylinder circumference radial level symmetric arrangement, and promptly shape-memory alloy wire is penetrated by the hole of outer steel cylinder one side, passed by the hole of the corresponding side of interior steel cylinder, and its two ends are fixed on outer, interior steel cylinder; Shape-memory alloy wire is conditioned screw rod and the adjusting nut prestretched strain mid point to its super-elasticity platform.Interior steel cylinder is separately fixed at different structure or structure different component place with outer steel cylinder.When interior steel cylinder planar moves with respect to outer steel cylinder, interior steel cylinder is drawing shape-memory alloy wire and is partly extending and the alternately variation of part shortening ground, thereby stable damping force is provided and consumes big energy, to suppress the vibration of any direction in structure or the member plane.In addition, vertical displacement also can take place with respect to outer steel cylinder and reverse in interior steel cylinder, because shape-memory alloy wire is in extended state all the time in this vibration processes, so this damper has the vibration damping and the reset function of vertical and torsional direction again.
Effect of the present invention and benefit are: damper of multi-dimensional superelastic shape memory alloy, be used for civil construction and frame for movement, and utilize the super-elasticity hysteretic characteristic of marmem, consume vibrational energy, reduce structural vibration response, realize Passive Control.The outstanding advantage of this damper shows planar that any direction has the passive energy dissipation ability, has the vibration damping and the reset function of vertical and torsional direction simultaneously concurrently.This damper damping capacity is strong, recoverable deformation big, have anticorrosive preferably, fatigue resistance, and maintenance cost is low, simple structure, easy for installation.
Description of drawings
Fig. 1 is the structural plan figure of damper of multi-dimensional superelastic shape memory alloy.
Fig. 2 is the I-I sectional drawing of Fig. 1.
Among the figure: 1. shape-memory alloy wire; 2. interior steel cylinder; 3. outer steel cylinder; 4. adjusting screw(rod); 5. adjusting nut; 6. anchor clamps; 7. locking nut.
The specific embodiment
Be described in detail the specific embodiment of the present invention below in conjunction with technical scheme and accompanying drawing.
Step 1
According to the requirement of vibration isolation, determine wood property, size and the quantity of this each building block of damper.
Step 2
With interior steel cylinder 2 and outer steel cylinder 3 correspondence positions boring, and regulate interior steel cylinder 2, outer steel cylinder 3 is coaxial.Shape-memory alloy wire 1 is along steel cylinder circumference radial level symmetric arrangement, being shape-memory alloy wire 1 is penetrated by the hole of outer steel cylinder 3 one sides, hole by interior steel cylinder 2 corresponding sides passes, the one end is fixed on the amplification end of the adjusting screw(rod) 4 that is installed on outer steel cylinder 3 by anchor clamps 6, in the other end is fixed on the steel cylinder 2.
Step 3
Adjusting screw(rod) 4 and adjusting nut 5 apply prestrain in shape-memory alloy wire 1 to its super-elasticity platform mid point, and with locking nut 7 locking.
In said structure, more groups of shape-memory alloy wires 1 can be arranged along steel cylinder circumference radial level symmetric arrangement.

Claims (1)

1. damper of multi-dimensional superelastic shape memory alloy, be by super-elastic shape memory alloy wire (1), interior steel cylinder (2), outer steel cylinder (3), adjusting screw(rod) (4) and adjusting nut (5) are formed, it is characterized in that: interior steel cylinder (2) is coaxial with outer steel cylinder (3), eight groups of shape-memory alloy wires (1) are along steel cylinder circumference radial level symmetric arrangement, penetrate by outer steel cylinder (3) one side openings, pass by interior steel cylinder (2) one side openings, its two ends are separately fixed at interior steel cylinder (2), on the outer steel cylinder (3), and apply the mid point of prestrain to its super-elasticity platform by adjusting screw(rod) (4) and adjusting nut (5).
CN 200710010923 2007-04-06 2007-04-06 Damper of multi-dimensional superelastic shape memory alloy Pending CN101074573A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200710010923 CN101074573A (en) 2007-04-06 2007-04-06 Damper of multi-dimensional superelastic shape memory alloy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200710010923 CN101074573A (en) 2007-04-06 2007-04-06 Damper of multi-dimensional superelastic shape memory alloy

Publications (1)

Publication Number Publication Date
CN101074573A true CN101074573A (en) 2007-11-21

Family

ID=38975822

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200710010923 Pending CN101074573A (en) 2007-04-06 2007-04-06 Damper of multi-dimensional superelastic shape memory alloy

Country Status (1)

Country Link
CN (1) CN101074573A (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101851963A (en) * 2010-06-23 2010-10-06 湖南大学 Piezoelectric-SMA composite variable friction intelligent damper
CN102425246A (en) * 2011-10-19 2012-04-25 沈阳建筑大学 Multipurpose damper made of shape memory alloy skew-pulled in multidimensional space
CN103185099A (en) * 2013-03-04 2013-07-03 北京空间飞行器总体设计部 Wire-connected multi-ring vibration-isolating device applicable to spacecraft
CN103306366A (en) * 2012-03-12 2013-09-18 住友林业株式会社 Wooden member assembly
CN103696507A (en) * 2013-12-25 2014-04-02 哈尔滨工业大学 Drum type metal rubber shear friction damper
CN103867625A (en) * 2013-11-26 2014-06-18 徐州工程学院 Rope type self-reset shape memory alloy seismic isolation and seismic reduction support
CN103981974A (en) * 2014-05-12 2014-08-13 东南大学 Self-resetting damper of micro-vibration energy dissipation part
CN107100406A (en) * 2017-05-17 2017-08-29 大连大学 With double anti-buckling supports for reversing anti-unstability device
CN107217866A (en) * 2017-07-18 2017-09-29 西安建筑科技大学 A kind of timber structure Tenon node of device shape-memory alloy wire
CN109267666A (en) * 2018-11-07 2019-01-25 西安建筑科技大学 A kind of multidirectional lamination variation rigidity marmem damper and its installation method
CN113323178A (en) * 2021-05-21 2021-08-31 北京工业大学 Compound low yield point metal damper with multidimension power consumption function
CN113530204A (en) * 2021-08-30 2021-10-22 吉林建筑科技学院 Anti-vibration collapse plug-in type stable base for engineering scaffold
CN115539543A (en) * 2022-08-31 2022-12-30 电子科技大学 Vibration reduction buffer based on NiTi shape memory alloy
CN117386020A (en) * 2023-12-12 2024-01-12 石家庄铁道大学 Graded energy consumption type three-way shock-absorbing and isolating support and manufacturing method thereof

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101851963B (en) * 2010-06-23 2011-07-20 湖南大学 Piezoelectric-SMA composite variable friction intelligent damper
CN101851963A (en) * 2010-06-23 2010-10-06 湖南大学 Piezoelectric-SMA composite variable friction intelligent damper
CN102425246B (en) * 2011-10-19 2014-04-23 沈阳建筑大学 Multipurpose damper made of shape memory alloy skew-pulled in multidimensional space
CN102425246A (en) * 2011-10-19 2012-04-25 沈阳建筑大学 Multipurpose damper made of shape memory alloy skew-pulled in multidimensional space
CN103306366B (en) * 2012-03-12 2017-04-26 住友林业株式会社 Wooden member assembly
CN103306366A (en) * 2012-03-12 2013-09-18 住友林业株式会社 Wooden member assembly
CN103185099B (en) * 2013-03-04 2015-02-04 北京空间飞行器总体设计部 Wire-connected multi-ring vibration-isolating device applicable to spacecraft
CN103185099A (en) * 2013-03-04 2013-07-03 北京空间飞行器总体设计部 Wire-connected multi-ring vibration-isolating device applicable to spacecraft
CN103867625A (en) * 2013-11-26 2014-06-18 徐州工程学院 Rope type self-reset shape memory alloy seismic isolation and seismic reduction support
CN103867625B (en) * 2013-11-26 2017-02-08 徐州工程学院 Rope type self-reset shape memory alloy seismic isolation and seismic reduction support
CN103696507A (en) * 2013-12-25 2014-04-02 哈尔滨工业大学 Drum type metal rubber shear friction damper
CN103981974A (en) * 2014-05-12 2014-08-13 东南大学 Self-resetting damper of micro-vibration energy dissipation part
CN103981974B (en) * 2014-05-12 2016-08-24 东南大学 Micro-vibration energy dissipating portion re-centring damper
CN107100406B (en) * 2017-05-17 2018-11-27 大连大学 Anti-buckling support with double anti-unstability devices of torsion
CN107100406A (en) * 2017-05-17 2017-08-29 大连大学 With double anti-buckling supports for reversing anti-unstability device
CN109025451A (en) * 2017-05-17 2018-12-18 大连大学 Double anti-unstability methods of torsion
CN107217866A (en) * 2017-07-18 2017-09-29 西安建筑科技大学 A kind of timber structure Tenon node of device shape-memory alloy wire
CN107217866B (en) * 2017-07-18 2023-08-18 西安建筑科技大学 Wood structure mortise and tenon joint of device shape memory alloy wire
CN109267666A (en) * 2018-11-07 2019-01-25 西安建筑科技大学 A kind of multidirectional lamination variation rigidity marmem damper and its installation method
CN109267666B (en) * 2018-11-07 2020-03-13 西安建筑科技大学 Multidirectional laminated variable-stiffness shape memory alloy damper and mounting method thereof
CN113323178A (en) * 2021-05-21 2021-08-31 北京工业大学 Compound low yield point metal damper with multidimension power consumption function
CN113323178B (en) * 2021-05-21 2022-10-28 北京工业大学 Compound low yield point metal damper with multidimension power consumption function
CN113530204A (en) * 2021-08-30 2021-10-22 吉林建筑科技学院 Anti-vibration collapse plug-in type stable base for engineering scaffold
CN115539543A (en) * 2022-08-31 2022-12-30 电子科技大学 Vibration reduction buffer based on NiTi shape memory alloy
CN117386020A (en) * 2023-12-12 2024-01-12 石家庄铁道大学 Graded energy consumption type three-way shock-absorbing and isolating support and manufacturing method thereof
CN117386020B (en) * 2023-12-12 2024-02-23 石家庄铁道大学 Graded energy consumption type three-way shock-absorbing and isolating support and manufacturing method thereof

Similar Documents

Publication Publication Date Title
CN101074573A (en) Damper of multi-dimensional superelastic shape memory alloy
CN201050121Y (en) Multidimensional hyperelastic shape memory alloy damper
CN2716377Y (en) Shape memory alloy and rubber composite support with horizontal polydirectional vibration-proof and vertical drawing-prevention function
CN101070716A (en) Self-resetting super-elastic shape memory alloy damper
CN202544161U (en) Shearing and bending combined phased yielding mild steel damper
CN101070715B (en) Energy-consumption resetting shape memory alloy damper
CN102635176A (en) Shear yield and bending yield combined type staged soft steel damper
CN204326293U (en) Displacement rotating scale-up version marmem damper
CN106369096B (en) A kind of adjustable back pressure type disk spring damper of initial stiffness
CN107327193A (en) A kind of 3-dimensional metal energy-consumption damper
CN102926480A (en) Compound mild steel damper with holes and ribs
CN104499594A (en) Displacement rotation amplifying type shape memory alloy damper
CN103541452A (en) Mild steel and friction damper
CN201148675Y (en) Composite type shape memory alloy friction damper
CN1644830A (en) Super elastic shape memory alloy damper for rope, cable and slender rod
CN110173059B (en) SMA-wood friction damper with self-resetting function
CN116517132A (en) Length-adjustable self-resetting viscous damper
CN201027352Y (en) Self-reset hyperelastic shape memory alloy deoscillator
CN108571559B (en) A kind of damper means of stiffness variable adaptive damping
CN201416607Y (en) Honeycomb shape memory alloy multi-dimensional vibration absorber
CN201865214U (en) Grading yield type mild steel damper
CN106369094B (en) A kind of pull rod guide type disk spring damper
CN106437262A (en) Disc-shaped spring damper with rigidity capable of being preset
CN104405056B (en) Cylinder assembled steel lead damper
CN203641367U (en) Rope type multi-directional shock-resistant self-reposition shape memory alloy device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Open date: 20071121