CN108895114B - Composite nonlinear energy trap vibration damper - Google Patents
Composite nonlinear energy trap vibration damper Download PDFInfo
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- CN108895114B CN108895114B CN201811001108.7A CN201811001108A CN108895114B CN 108895114 B CN108895114 B CN 108895114B CN 201811001108 A CN201811001108 A CN 201811001108A CN 108895114 B CN108895114 B CN 108895114B
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- 239000002131 composite material Substances 0.000 title claims abstract description 15
- 238000013016 damping Methods 0.000 claims abstract description 31
- 239000002184 metal Substances 0.000 claims abstract description 12
- 229910052751 metal Inorganic materials 0.000 claims abstract description 12
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 8
- 229910052802 copper Inorganic materials 0.000 claims description 8
- 239000010949 copper Substances 0.000 claims description 8
- 230000009467 reduction Effects 0.000 abstract description 7
- 238000006243 chemical reaction Methods 0.000 abstract description 5
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 4
- 239000004020 conductor Substances 0.000 abstract description 3
- 230000005288 electromagnetic effect Effects 0.000 abstract description 3
- 230000006698 induction Effects 0.000 abstract description 2
- 230000006798 recombination Effects 0.000 abstract 1
- 238000005215 recombination Methods 0.000 abstract 1
- 230000000903 blocking effect Effects 0.000 description 8
- 238000009434 installation Methods 0.000 description 5
- 230000001629 suppression Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003541 multi-stage reaction Methods 0.000 description 1
- -1 preferably Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F6/00—Magnetic springs; Fluid magnetic springs, i.e. magnetic spring combined with a fluid
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
技术领域Technical field
本发明属于起重船吊物系统抑摆、建筑与桥梁的抗风与抗震领域,更具体地,涉及一种复合非线性能量阱减振装置,利用被动控制系统,在不需要输入外部能量的情况下,通过抑摆装置和受控装置/结构之间的相互作用,提供控制力,以达到抑制吊物系统摆动或减小结构振动的目的。The invention belongs to the field of swing suppression of crane ship hoisting system, wind resistance and earthquake resistance of buildings and bridges. More specifically, it relates to a composite nonlinear energy trap vibration reduction device, which uses a passive control system to reduce the need for input of external energy. In this case, the control force is provided through the interaction between the swing suppression device and the controlled device/structure to achieve the purpose of suppressing the swing of the hanging object system or reducing the vibration of the structure.
背景技术Background technique
复杂海况下采用工程船船舶进行安装施工作业时,吊钩产生的受迫振动幅度过大,在工程船上,吊钩实测摆动幅度达正负10米(沿着轮船的横向和纵向摆动),运动特性为平动(摆+转动)。需要控制的目标是减小吊钩的横向和纵向摆动,提高施工作业效率。When an engineering ship is used for installation and construction operations under complex sea conditions, the amplitude of forced vibration generated by the hook is too large. On the engineering ship, the measured swing amplitude of the hook reaches plus or minus 10 meters (swinging along the transverse and longitudinal direction of the ship), and the movement The characteristic is translation (pendulum + rotation). The goal that needs to be controlled is to reduce the horizontal and vertical swing of the hook and improve the efficiency of construction operations.
传统非线性能量阱是一种无源能量吸收器,由一个辅助质量体和一个非线性轨道组成,能减少固定结构受到冲击激发的振动,但在摆动结构中,振动幅度过大,并且其反作用力可指向的方向少,减振效果不够显著,难以适用于复杂的减振或抑摆要求。The traditional nonlinear energy trap is a passive energy absorber, consisting of an auxiliary mass body and a nonlinear track, which can reduce the vibration of a fixed structure stimulated by impact. However, in a swing structure, the vibration amplitude is too large, and its reaction is There are few directions in which the force can be directed, and the vibration reduction effect is not significant enough, making it difficult to apply to complex vibration reduction or swing suppression requirements.
发明内容Contents of the invention
针对现有技术的以上缺陷或改进需求,本发明提供了一种复合非线性能量阱减振装置,其目的之一在于,通过轨道复合的方式实现反作用力的任意指向,从而能够适用于复杂的减振要求。In view of the above defects or improvement needs of the prior art, the present invention provides a composite nonlinear energy well vibration damping device. One of its purposes is to realize any direction of the reaction force through orbital compounding, so that it can be applied to complex vibrations. Vibration reduction requirements.
为实现上述目的,按照本发明的一个方面,提供了一种复合非线性能量阱减振装置,包括:底板、X向非线性轨道、Y向非线性轨道、球体以及挡盖;In order to achieve the above object, according to one aspect of the present invention, a composite nonlinear energy well vibration damping device is provided, including: a base plate, an X-direction nonlinear track, a Y-direction nonlinear track, a sphere and a blocking cover;
X向非线性轨道、Y向非线性轨道分别沿X轴及Y轴方向分布,且二者的中心沿Z轴上下分布;X向非线性轨道、Y向非线性轨道的两端均设有挡盖,且内部均设有球体;各球体能在对应的X向非线性轨道、Y向非线性轨道内自由移动,且各球体在对应的X向非线性轨道、Y向非线性轨道的各个位置处的法向力的方向分别为球体所在各个位置处对应的轨道斜率的函数。The X-direction non-linear track and Y-direction non-linear track are distributed along the X-axis and Y-axis directions respectively, and their centers are distributed up and down along the Z-axis; both ends of the X-direction non-linear track and Y-direction non-linear track are equipped with stops Cover, and there are spheres inside; each sphere can move freely in the corresponding X-direction nonlinear orbit and Y-direction nonlinear orbit, and each sphere is in each position of the corresponding X-direction nonlinear orbit and Y-direction nonlinear orbit The direction of the normal force at is a function of the corresponding orbital slope at each position of the sphere.
本发明的另一目的在于,通过多重能量耗散方式,在有限的空间结构内进一步提升减振效果。为了实现上述目的,进一步地,各挡盖朝向对应球体的一侧均设有阻尼橡胶。Another object of the present invention is to further improve the vibration damping effect within a limited space structure through multiple energy dissipation methods. In order to achieve the above object, further, each blocking cover is provided with damping rubber on the side facing the corresponding sphere.
进一步地,X向非线性轨道、Y向非线性轨道均为金属制成,优选地,该金属为铜;各球体的径向均设有环形磁铁。Furthermore, both the X-direction nonlinear track and the Y-direction nonlinear track are made of metal, preferably, the metal is copper; each sphere is provided with annular magnets in the radial direction.
进一步地,X向非线性轨道、Y向非线性轨道的轨迹曲线为圆函数或高次曲线。Further, the trajectory curves of the X-direction nonlinear orbit and the Y-direction nonlinear orbit are circular functions or higher-order curves.
进一步地,X向非线性轨道、Y向非线性轨道均为管状轨道。Furthermore, both the X-direction nonlinear track and the Y-direction nonlinear track are tubular tracks.
进一步地,挡盖在X向非线性轨道和/或Y向非线性轨道上的位置可调。Furthermore, the position of the blocking cover on the X-direction non-linear track and/or the Y-direction non-linear track is adjustable.
进一步地,X向非线性轨道和/或Y向非线性轨道的至少一端沿纵切面方向开设有沟槽,将该端部分割为杈状,且该杈状部分设有至少一排第一限位孔;该端部对应的挡盖的端面上开设有形状与杈状部分横截面对应的安装槽,且该挡盖的侧壁上开设有与第一限位孔对应的至少一个第二限位孔;通过销钉或螺栓插入第二限位孔和不同的第一限位孔,以进行挡盖的位置调节及固定。Further, at least one end of the X-direction nonlinear track and/or the Y-direction nonlinear track is provided with a groove along the longitudinal section direction, and the end is divided into a fork shape, and the fork-shaped portion is provided with at least one row of first limits. position hole; the end surface of the blocking cover corresponding to the end is provided with a mounting groove corresponding to the cross section of the fork-shaped part, and the side wall of the blocking cover is provided with at least one second limit corresponding to the first limiting hole. position holes; insert pins or bolts into the second limit holes and different first limit holes to adjust and fix the position of the cover.
总体而言,本发明所构思的以上技术方案与现有技术相比,能够取得下列有益效果:Generally speaking, compared with the prior art, the above technical solutions conceived by the present invention can achieve the following beneficial effects:
1、复合非线性能量阱减振装置选用两根非线性轨道分别在X和Y方向交叉布置,当两个球体分别在各自的轨道上移动时,理论上复合而成的反作用力,可指向三维空间里的任意方向,可满足装置在工作中复杂的减振要求。1. The composite nonlinear energy well vibration damping device uses two nonlinear rails arranged crosswise in the X and Y directions. When the two spheres move on their respective rails, the theoretically composite reaction force can be directed in three dimensions. Any direction in space can meet the complex vibration reduction requirements of the device during operation.
2、轨道两端安装有固定了阻尼橡胶的挡盖,球体运动到非线性轨道尽头,球体与安装在挡盖上的阻尼橡胶发生碰撞,实现能量的二次耗散。根据阻尼橡胶阻尼性能的不同,能力二次耗散的能力不同。2. Damping rubber-fixed baffles are installed at both ends of the track. When the sphere moves to the end of the nonlinear track, the sphere collides with the damping rubber installed on the baffle, achieving secondary dissipation of energy. Depending on the damping performance of the damping rubber, the ability to dissipate energy twice is different.
3、环形磁铁镶嵌到球体里面,当球体在金属轨道上滚动时,会形成一个移动的磁场。在移动的磁场与金属/铜轨道相交时,磁感线和导体(即金属/铜轨道)相互切割,从而在金属/铜轨道里面产生涡流,涡流产生的电磁力可等效为一个粘滞阻尼,由此利用电磁效应耗散能量,实现能量的再次耗散。3. The ring magnet is embedded in the sphere. When the sphere rolls on the metal track, a moving magnetic field will be formed. When the moving magnetic field intersects the metal/copper track, the magnetic induction lines and the conductor (i.e. the metal/copper track) cut each other, thereby generating eddy currents in the metal/copper track. The electromagnetic force generated by the eddy current can be equivalent to a viscous damping , thereby using the electromagnetic effect to dissipate energy and achieve energy dissipation again.
4、挡盖可移动,从而可以根据不同的使用场景或要求,调节挡盖位置,从而调节球体的移动范围,进而调节减振幅度。4. The cover is movable, so that the position of the cover can be adjusted according to different usage scenarios or requirements, thereby adjusting the movement range of the sphere and thereby adjusting the vibration damping amplitude.
附图说明Description of the drawings
图1是本发明的复合非线性能量阱减振装置的立体图;Figure 1 is a perspective view of the composite nonlinear energy trap vibration damping device of the present invention;
图2是图1的俯视图;Figure 2 is a top view of Figure 1;
图3是图1的主视图;Figure 3 is a front view of Figure 1;
图4是图3的A-A剖视图;Figure 4 is a cross-sectional view along line A-A of Figure 3;
图5是图4中盖体的立体图。FIG. 5 is a perspective view of the cover in FIG. 4 .
在所有附图中,相同的附图标记用来表示相同的元件或结构,其中:Throughout the drawings, the same reference numbers refer to the same elements or structures, wherein:
1-底板,2-Y向非线性轨道,3-X向非线性轨道,4-Y向支撑座,5-X向支撑座,6-球体,7-环形磁铁,8-挡盖,9-阻尼橡胶,10-沟槽,11-第一限位孔,12-安装槽,13-第二限位孔。1-Base plate, 2-Y-direction non-linear track, 3-X-direction non-linear track, 4-Y-direction support seat, 5-X-direction support seat, 6-Sphere, 7-Ring magnet, 8-Block cover, 9- Damping rubber, 10-groove, 11-first limit hole, 12-installation groove, 13-second limit hole.
具体实施方式Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。此外,下面所描述的本发明各个实施方式中所涉及到的技术特征只要彼此之间未构成冲突就可以相互组合。In order to make the purpose, technical solutions and advantages of the present invention more clear, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention and are not intended to limit the present invention. In addition, the technical features involved in the various embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.
如图1~4所示,本发明的优选实施例的复合非线性能量阱减振装置,包括:底板1、Y向非线性轨道2、X向非线性轨道3、Y向支撑座4、X向支撑座5、球体6、环形磁铁7、挡盖8以及阻尼橡胶9。As shown in Figures 1 to 4, the composite nonlinear energy well vibration damping device in the preferred embodiment of the present invention includes: base plate 1, Y-direction nonlinear track 2, X-direction nonlinear track 3, Y-direction support base 4, To the support base 5, ball 6, ring magnet 7, cover 8 and damping rubber 9.
请参照图1、4,所述的支撑座4和5,主体部分的截面设计成梯形,在其中心位置空出与管状轨道契合的空间,将非线性轨道和支撑座焊接固定。Please refer to Figures 1 and 4. The cross-section of the main part of the support seats 4 and 5 is designed to be trapezoidal, with a space in the center that fits the tubular track, and the non-linear track and the support seat are welded and fixed.
本实施例的两根非线性轨道均为管状轨道,分别在X和Y方向交叉布置。X向非线性轨道3布置在底层,Y向非线性轨道2布置在上层。本实施例的阻尼橡胶优选为高阻尼橡胶,如HDR。每个轨道两端都安装有固定了高阻尼橡胶的挡盖8。当两个球体6分别在各自的管道里滚动时,理论上复合而成的反作用力,可指向三维空间里任意方向,可满足装置在工作中复杂的减振要求。球体6运动到非线性轨道2、3的尽头时,与安装在挡盖8上的高阻尼橡胶发生碰撞,二次耗散能量(如果不设置阻尼橡胶9,碰撞也能耗散一些能量,设置阻尼橡胶9之后会大大增强能量耗散能力)。另外环形磁铁7(本实施例为永磁铁)镶嵌到球体6里面,当球体6在金属管道里面滚动,会形成一个移动的磁场。本实施例的金属为铜,在移动的磁场与铜管道相交时,导致了磁感线和导体相互切割,从而在铜管道里面产生涡流,涡流产生的电磁力可等效为一个粘滞阻尼,由此利用电磁效应耗散能量。The two nonlinear rails in this embodiment are both tubular rails and are arranged crosswise in the X and Y directions respectively. The X-direction non-linear track 3 is arranged on the bottom floor, and the Y-direction non-linear track 2 is arranged on the upper level. The damping rubber in this embodiment is preferably high damping rubber, such as HDR. Stoppers 8 fixed with high damping rubber are installed at both ends of each track. When the two spheres 6 roll in their respective pipes, the theoretically combined reaction force can point in any direction in the three-dimensional space, which can meet the complex vibration reduction requirements of the device during operation. When the sphere 6 moves to the ends of the nonlinear tracks 2 and 3, it collides with the high-damping rubber installed on the cover 8, dissipating energy twice (if the damping rubber 9 is not provided, the collision can also dissipate some energy, set Damping rubber 9 will then greatly enhance energy dissipation capabilities). In addition, the annular magnet 7 (permanent magnet in this embodiment) is embedded in the sphere 6. When the sphere 6 rolls in the metal pipe, a moving magnetic field will be formed. The metal in this embodiment is copper. When the moving magnetic field intersects the copper pipe, the magnetic field lines and the conductor are cut into each other, thereby generating eddy currents in the copper pipe. The electromagnetic force generated by the eddy current can be equivalent to a viscous Damping, whereby electromagnetic effects are used to dissipate energy.
所述的球体6沿着非线性轨道来回滚动时,轨道上球体的反作用力被转移到轨道附着的主要结构上。球体和轨道之间的法向力的方向是球体所在每个位置处轨道的斜率的函数。When the ball 6 rolls back and forth along the non-linear track, the reaction force of the ball on the track is transferred to the main structure to which the track is attached. The direction of the normal force between the sphere and the orbit is a function of the slope of the orbit at each position of the sphere.
所述非线性轨道的轨道曲线可采用圆函数、4次函数曲线及更高次数函数曲线。The orbit curve of the nonlinear orbit can adopt circular function, 4th degree function curve and higher degree function curve.
请参照图1及图3~5,所述的非线性轨道2、3,在管状轨道不同对应位置打第一限位孔11(本实施例为螺纹孔),管道的竖直中心面位置,开出沟槽10,使挡盖8能通过安装槽12套入管道进行移动。Please refer to Figures 1 and 3 to 5. In the non-linear rails 2 and 3, first limiting holes 11 (threaded holes in this embodiment) are drilled at different corresponding positions of the tubular rails. The vertical center plane position of the pipe, A groove 10 is opened so that the cover 8 can be inserted into the pipe through the installation groove 12 for movement.
本实施例的挡盖8通过螺栓固定在非线性轨道上,在90度和270度方向,挡盖上打通孔,在对应管道的侧壁打第二限位孔13(本实施例为螺纹孔),使用2个螺栓进行安装固定。为了保证安装的稳定性,挡盖上在使用2个螺栓固定的基础上,还需要使用8个紧定螺丝辅助固定。紧定螺丝以其末端压紧或者嵌入一零件,用来固定两个零件之间的位置(例如固定阻尼橡胶9)。挡盖8可由使用的第一限位孔11的不同而安装在管道的不同位置。The blocking cover 8 in this embodiment is fixed on the non-linear track through bolts. In the directions of 90 degrees and 270 degrees, through holes are drilled in the blocking cover, and a second limiting hole 13 (threaded hole in this embodiment) is drilled in the side wall of the corresponding pipe. ), use 2 bolts for installation and fixation. In order to ensure the stability of the installation, in addition to using 2 bolts to fix the cover, 8 setscrews are also needed to assist in fixing. The set screw presses or embeds a part with its end to fix the position between two parts (for example, fixing the damping rubber 9). The blocking cover 8 can be installed at different positions of the pipeline depending on the first limiting hole 11 used.
在其他实施例中,非线性轨道的形状不限于管状,也可以是几条非线性杆按照优选实施例的管状轨道的形状进行排布围成非线性轨道,或者将优选实施例的管状轨道用与其中心线形状相同的杆替代,球体套在杆上沿杆滑动等。In other embodiments, the shape of the nonlinear track is not limited to tubular. Several nonlinear rods may be arranged according to the shape of the tubular track of the preferred embodiment to form a nonlinear track, or the tubular track of the preferred embodiment may be Instead of a rod with the same shape as its center line, the sphere is sleeved on the rod and slides along the rod, etc.
本领域的技术人员容易理解,以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。It is easy for those skilled in the art to understand that the above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements, etc., made within the spirit and principles of the present invention, All should be included in the protection scope of the present invention.
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JPH03169984A (en) * | 1989-11-28 | 1991-07-23 | Okumura Corp | Vibration controller of building |
CN1136650A (en) * | 1995-01-19 | 1996-11-27 | 石川岛播磨重工业株式会社 | Vibration damper |
US5934029A (en) * | 1997-05-16 | 1999-08-10 | Okumura Corporation | Base isolator having mutually eccentric rotators |
CN1265723A (en) * | 1997-08-08 | 2000-09-06 | 鲁宾逊地震有限公司 | Energy absorber |
CN209041424U (en) * | 2018-08-30 | 2019-06-28 | 华中科技大学 | A composite nonlinear energy trap vibration damping device |
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KR100414569B1 (en) * | 2001-05-04 | 2004-01-07 | 재단법인서울대학교산학협력재단 | Directional Rolling Friction Pendulum Seismic Isolation System and Roller Assembly Unit for the System |
US7237364B2 (en) * | 2004-07-02 | 2007-07-03 | Chong-Shien Tsai | Foundation shock eliminator |
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JPH03169984A (en) * | 1989-11-28 | 1991-07-23 | Okumura Corp | Vibration controller of building |
CN1136650A (en) * | 1995-01-19 | 1996-11-27 | 石川岛播磨重工业株式会社 | Vibration damper |
US5934029A (en) * | 1997-05-16 | 1999-08-10 | Okumura Corporation | Base isolator having mutually eccentric rotators |
CN1265723A (en) * | 1997-08-08 | 2000-09-06 | 鲁宾逊地震有限公司 | Energy absorber |
CN209041424U (en) * | 2018-08-30 | 2019-06-28 | 华中科技大学 | A composite nonlinear energy trap vibration damping device |
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