CN101074573A - Damper of multi-dimensional superelastic shape memory alloy - Google Patents
Damper of multi-dimensional superelastic shape memory alloy Download PDFInfo
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- 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
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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
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.
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.
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).
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CN 200710010923 CN101074573A (en) | 2007-04-06 | 2007-04-06 | Damper of multi-dimensional superelastic shape memory alloy |
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CN 200710010923 CN101074573A (en) | 2007-04-06 | 2007-04-06 | Damper of multi-dimensional superelastic shape memory alloy |
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Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
-
2007
- 2007-04-06 CN CN 200710010923 patent/CN101074573A/en active Pending
Cited By (26)
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 |
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