WO2005005857A1 - 動吸振器及びこれを用いた動吸振装置 - Google Patents
動吸振器及びこれを用いた動吸振装置 Download PDFInfo
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- WO2005005857A1 WO2005005857A1 PCT/JP2004/005594 JP2004005594W WO2005005857A1 WO 2005005857 A1 WO2005005857 A1 WO 2005005857A1 JP 2004005594 W JP2004005594 W JP 2004005594W WO 2005005857 A1 WO2005005857 A1 WO 2005005857A1
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- Prior art keywords
- weight
- dynamic vibration
- vibration absorber
- frame
- pair
- Prior art date
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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
-
- 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
- F16F7/00—Vibration-dampers; Shock-absorbers
- F16F7/10—Vibration-dampers; Shock-absorbers using inertia effect
- F16F7/104—Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted
- F16F7/116—Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted on metal springs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping 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
- 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
- F16F15/023—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 using fluid means
-
- 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
- F16F15/03—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 using magnetic or electromagnetic means
-
- 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
- F16F15/03—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 using magnetic or electromagnetic means
- F16F15/035—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 using magnetic or electromagnetic means by use of eddy or induced-current damping
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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
- F16F15/04—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 using elastic means
- F16F15/06—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 using elastic means with metal springs
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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
- F16F15/04—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 using elastic means
- F16F15/06—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 using elastic means with metal springs
- F16F15/073—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 using elastic means with metal springs using only leaf springs
Definitions
- the present invention relates to a dynamic vibration absorber that reduces vibration generated in a structure due to a strong wind, an earthquake, or the like, and a dynamic vibration absorber using a plurality of such dynamic vibration absorbers.
- a dynamic vibration absorber described in Japanese Patent Application Laid-Open No. Hei 9-111947 is known, and the dynamic vibration absorber is provided with a plurality of plates from a common support member. To extend the spring members and attach weights to the ends of these leaf spring members, respectively, to support these weights in a cantilever manner, and to attenuate these weight swings. The damping member is attached. Disclosure of the invention
- such a dynamic vibration absorber uses a large mass that tunes to a low natural frequency in order to oscillate the weight by a leaf spring member in a cantilever manner. Since the leaf spring member is bent from the beginning, a large space is required between the plate spring and the structure in order to perform the predetermined swing of the weight. While it is difficult to install the sensor on a pad, it is difficult to tune to a low natural frequency even if a large mass is used by using a leaf spring member with a large elastic constant in order to reduce deflection.
- the vibration since the swing direction of the leaf spring member is perpendicular to the installation surface of the dynamic vibration absorber on the structure, the vibration does not deviate in the vertical direction of the structure. Although it can produce an effect temporarily, it is not suitable for damping horizontal vibration of structures due to earthquakes, strong winds, etc.
- the present invention has been made in view of the above-mentioned points, and an object of the present invention is to make the weight perform a predetermined swing even if the mass of the weight is increased. Since there is no need to provide a large space between the structure and the structure, it can be installed in a compact, and even if a heavy weight is used, a leaf spring member with a large elastic constant must be used accordingly.
- Dynamic damper which can be easily tuned to a low natural frequency, and can be suitably used for damping horizontal vibration of structures due to earthquakes, strong winds, etc.
- An object of the present invention is to provide a dynamic vibration absorber using a plurality of dynamic vibration absorbers.
- a dynamic vibration absorber comprises a weight, a frame surrounding the weight, and the weight movably held with respect to the frame in all directions in a plane with respect to the frame.
- a plurality of vertically placed U-shaped leaf springs interposed between the frame and the weight so as to be immovably held in the vertical direction perpendicular to the plane, and the weight in the plane of the weight Damping vibration And a damping mechanism for reducing the pressure.
- the U-shaped leaf spring is placed vertically, and is interposed between the weight and the frame to move the weight in a plane with respect to the frame. While it is held movably in all directions, it is held immovably in the vertical direction perpendicular to the plane, so it can bend almost vertically in the vertical direction even if a heavy weight is used. Therefore, even if the mass of the weight is increased, it is not necessary to provide a large space between the weight and the structure in order to make the weight swing in a predetermined manner. In addition, even if a mass with a large mass is used, it is not necessary to use a leaf spring member having a large elastic constant, so that tuning to a low natural frequency can be easily performed. Horizontal vibration of structures due to earthquakes, strong winds, etc. by setting the plane to the horizontal plane Can and this suitably used for attenuation.
- the weight is a regular polygon including a substantially regular triangle in plan view, for example, a square, a regular pentagon, or a regular hexagon.
- the shape is a square or a regular hexagon, but if a U-shaped plate spring can be interposed between the vertical wall and the weight as desired, the weight is used.
- the frame body is a regular polygon substantially including a regular triangle in plan view, for example, a square, a regular pentagon, a regular hexagon.
- a regular polygon substantially including a regular triangle in plan view, for example, a square, a regular pentagon, a regular hexagon.
- more preferred examples are square and regular hexagons, but if a U-shaped leaf spring can be interposed between the vertical wall and the weight as desired, the frame
- the body may be composed of a cylindrical body, may be substantially rectangular, circular, elliptical, or the like in plan view, or may be asymmetric with respect to the vertical axis. Techoi.
- the frame body includes a pair of vertical X-direction wall portions facing each other in the X direction in a plane with the weight therebetween, and the weight therebetween. It has a pair of Y-direction vertical walls opposed to each other in the Y-direction that intersects the X-direction in the plane, and a vertical wall is formed between each of the pair of X-direction vertical walls and the weight.
- One edge extending in the X direction is attached to the vertical wall portion in the X direction, and the other edge extending in the vertical direction is attached to the weight, and at least one plate spring is interposed therebetween.
- At least one edge extending in the vertical direction is fixed to the vertical wall in the Y direction, and the other edge extending in the vertical direction is fixed to the weight between the vertical wall and the weight.
- One other leaf spring is interposed.
- each leaf spring has a U-shaped portion which curves between one longitudinally extending edge and the other longitudinally extending edge. , This U-shaped part The weight is held movably in all directions in the plane with respect to the frame.
- a single leaf spring may be interposed between the pair of X-direction vertical walls and the weight and between the pair of Y-direction vertical walls and the weight, but is preferable.
- a plurality of leaf springs arranged in parallel are interposed, and each leaf spring has a vertical wall at one edge. And the other edge is fixed to the weight.
- the Y direction intersects the X direction, but preferably, the Y direction is orthogonal to the X direction as in the dynamic vibration absorber according to the sixth aspect of the present invention. I have.
- the damping mechanism may be a mechanism using the shear resistance of a viscous body.
- the damping mechanism is fixed to one of the weight and the frame.
- a magnetic field generator that generates a magnetic field, and a plate-shaped conductor that is fixed to the other of the weight and the frame and that generates an eddy current by moving relative to the magnetic field generator are provided.
- the magnetic field generators oppose each other with a gap so as to generate a magnetic field at the center of the conductor.
- a permanent magnet for generating a pair of magnetic poles having different polarities may be provided.
- the dynamic vibration absorber of the present invention is installed in a structure that attenuates vibration.
- One dynamic vibration absorber is installed in such a structure. If so, it is preferably tuned to the natural frequency of the installed structure, such as the dynamic vibration absorber of the ninth aspect of the present invention.
- a dynamic vibration absorber includes a plurality of the dynamic vibration absorbers according to any one of the first to ninth aspects, and the weight of at least one dynamic vibration absorber is provided.
- the natural frequency for the weight is different from the natural frequency for the weight of other dynamic vibration absorbers
- the dynamic vibration absorber of the first aspect since the natural frequencies of the weight are different from each other, the different natural frequencies are brought close to each other, so that the natural vibration of the installed structure is improved. It is possible to cope with a change in the natural frequency of the structure and to favorably attenuate the vibration of the structure irrespective of the change in the natural frequency of the structure. By adjusting the number to each order mode, it is possible to correspond to each order mode of the natural frequency of the structure to be built, and to effectively attenuate each order vibration mode.
- the mass of the weight of at least one of the dynamic vibration absorbers is different from the mass of the weight of the other dynamic vibration absorber.
- the spring constant of at least one dynamic vibration absorber may be different from the spring constant of the other dynamic vibration absorber
- the damping coefficient of at least one dynamic vibration absorber may be different from that of the other dynamic vibration absorbers.
- FIG. 1 is a plan view of a preferred embodiment of the present invention
- FIG. 2 is a cross-sectional view taken along line II--II of the example shown in FIG. 1
- FIG. 3 is a view of the leaf spring of the example shown in FIG. Perspective view
- FIG. 4 is a plan view of another preferred example of the embodiment of the present invention.
- FIG. 5 is a side sectional explanatory view of the example shown in FIG.
- FIG. 6 is a plan view of another preferred example of the embodiment of the present invention.
- FIG. 7 is a plan view of another preferred example of the embodiment of the present invention.
- a dynamic vibration absorber 1 of the present example has a weight 2, which is substantially square and has a rectangular parallelepiped shape in plan view, and a weight 2.
- a frame 3 that surrounds and is substantially square in plan view, and the weight 2 is movably held in all directions in a plane, in this example, a horizontal plane with respect to the frame 3.
- a set of U-shaped leaf springs 4, 5, 6, and 7, which are vertically arranged, and a damping mechanism 8 for damping the movement of the weight 2 in a horizontal plane are provided.
- the frame 3 fixed to the floor 45 such as the rooftop of the structure has a gap X1 between the weight 2 and the X-axis in the horizontal plane.
- a gap Y1 between the pair of X-direction vertical walls 21 and 22 and the weight 2 and the weight 2 has a pair of Y-direction vertical walls 23 and 24 facing each other in the orthogonal Y-direction, a pair of X-direction vertical walls 21 and 22 and a pair of Y-direction vertical walls.
- the walls 23 and 24 are integrally connected to each other so as to form a square frame 3 in plan view.
- a plurality of parallel-arranged, in this example, a pair of leaf springs 4 are interposed between the X-direction vertical wall portion 2 1 and the side surface 3 3 of the weight 2, a plurality of parallel-arranged, in this example, a pair of leaf springs 4 are interposed.
- a plurality of parallel-arranged, in this example, a pair of leaf springs 5 are interposed between 2 2 and the side surface 3 4 of the weight 2, and the Y-direction vertical wall portion 2 3 and the weight
- a plurality of, in this example, a pair of leaf springs 6 are interposed between the side wall 3 and the side wall 3 5 of the cylinder 2.
- a plurality of, in this example, a pair of leaf springs ⁇ ⁇ is interposed between and, and each leaf spring 4 facing each other with a concave surface is arranged at one edge 31 in the X direction.
- Directional vertical wall 2 2 The leaf springs 6, which are fixed to the side surfaces 3 4 of the weight 2 at the other edge 3 2, and face each other with concave surfaces, are attached to the vertical wall 23 in the Y direction at one edge 31.
- Each leaf spring 7, which is fixed to the side surface 35 of the weight 2 at the other edge 32, and faces each other with a concave surface, is attached to the Y-direction vertical wall portion 24 at one edge 31. It is fixed to the side surface 36 of the weight 2 at the other edge 32.
- Each of the leaf springs 4, 5, 6 and 7 has an edge 3 1 and an edge 3 2 in addition to one edge 3 1 extending in the vertical direction V and the other edge 3 2 extending in the vertical direction V. And a U-shaped portion 41 which is curved between the weight 3 and the weight 2 so as to movably hold the weight 2 with respect to the frame 3 in all directions in the horizontal plane. are doing.
- the damping mechanism 8 is provided between a vessel 51 fixed to a floor 45 such as a rooftop of a structure, a viscous body 52 contained in the vessel 51, and a bottom plate 53 of the vessel 51. It comprises a resistance plate 54 arranged inside the viscous body 52 with a small gap, and an attachment member 56 for attaching the resistance plate 54 to the bottom surface 55 of the weight 2. Therefore, the damping mechanism 8 causes the viscous body 52 between the bottom plate 53 and the resistance plate 54 to shear by the relative movement of the weight 2 with respect to the floor 45 in the horizontal plane. The relative resistance of the weight 2 relative to the floor 45 in the horizontal plane is attenuated by the shear resistance due to the shear deformation.
- the frame 3 is fixed to the floor 45 at the lower edge thereof and installed on the structure.
- the natural frequency of the weight 2 is tuned to the natural frequency of the structure.
- the weight 2 when the structure does not vibrate in the horizontal plane, the weight 2 is movable in all directions in the horizontal plane by the leaf springs 4, 5, 6, and 7, and is moved in the vertical direction V. Each of them is held immovably, and the dynamic vibration absorber 1
- the U-shaped leaf springs 4, 56 and 7 are vertically arranged:!: Interposed between the weight 2 and the frame 3.
- the weight 2 In order to hold the weight 2 movably with respect to the frame 3 in all directions in the horizontal plane with respect to the frame 3, the weight 2 is fixedly held in the vertical direction V perpendicular to the horizontal plane, so that the mass Even if a large weight 2 is used, it hardly bends in the vertical direction V. Therefore, even if the mass of the weight 2 is increased, it is specially designed to cause the weight 2 to perform a predetermined swing.
- the damping mechanism 8 in the dynamic vibration absorber 1 of this example is generated in the viscous body 52 between the bottom plate 53 and the resistance plate 54 due to the relative movement of the weight 2 with respect to the floor 45 in the horizontal plane.
- a mechanism using the shear resistance of the viscous material, which attenuates the vibration of the weight 2 in the horizontal plane by the shear resistance due to the shear deformation, is provided instead.
- a magnetic damping mechanism 101 may be provided, and the magnetic damping mechanism 101 is one of the weight 2 and the frame 3 in this example.
- the plurality of conductors 102 are fixed to the X-direction vertical wall portions 21 and 22 and the inner surfaces of the Y-direction vertical wall portions 23 and 24, respectively.
- a pair of permanent magnets 106 and 107 having different polarities are fixed to the side surfaces 3 3, 3 4, 35 and 36 of the weight 2 via magnetically permeable L-shaped members 105. husband I have many.
- the conductor 102 and the magnetic field generator 103 are arranged between a pair of leaf springs 4, 5, 6, and 7, respectively.
- the permanent magnets 106 and 107 that generate a magnetic field are disposed opposite to each other with a gap fc in the vertical direction V with a conductor 102 interposed therebetween.
- a magnetically permeable member is interposed between the L-shaped members 105.
- the permanent magnets 106 and 107 are opposed to each other with a gap so as to generate a magnetic field at the center of the plate-like conductor 102 when the weight 2 is at rest. A pair of polar magnetic poles is generated.
- the floor 45 of the structure vibrates in the X and Y directions due to an earthquake, a strong wind, or the like, and the weight 2 moves with respect to the floor 45 in synchronization with the vibration.
- the conductors 102 fixed to the X-direction vertical walls 21 and 22 and the Y-direction vertical walls 23 and 24 cause magnetic field generation.
- the electromotive force is generated in the conductor 102 by moving in the X and Y directions relative to 103, and the thermal energy of the eddy current flowing through the conductor 102 due to the electromotive force is generated.
- the dynamic vibration absorber 61 may include two dynamic vibration absorbers 1.
- the weight of the weight 2 of one dynamic vibration absorber 1 is made different from the mass of the weight 2 of the other dynamic vibration absorber 1, whereby The natural frequency of the vibration absorber 1 with respect to the weight 2 is synchronized with the frequency of the primary mode of the natural frequency of the structure, and the natural frequency of the other dynamic vibration absorber 1 with respect to the weight 2 is calculated as the natural frequency of the structure.
- the natural frequency of one dynamic vibration absorber 1 with respect to the weight 2 is different from the natural frequency of the other dynamic vibration 3 ⁇ 4F 1 with respect to the weight 2 I have.
- one of the dynamic vibration absorbers 1 and 2 is made different from the natural frequency of the other dynamic vibration absorber 1 for the weight 2 in
- the spring constant mainly determined by the leaf springs 4, 5, 6 and 7 of the vessel 1 is different from the spring constant mainly determined by the leaf springs 4, 5, 6 and 7 of the other dynamic vibration absorber 1. You may.
- the damper of one of the dynamic vibration absorbers 1 By making the damping coefficient mainly determined by the structure 8 different from the damping coefficient mainly determined by the damping mechanism 8 of the other dynamic vibration absorber 1, it is possible to effectively and optimally damp the vibration of the structure. You may be able to do so.
- the natural frequency of the dynamic vibration absorber 1 with respect to the weight 2 is synchronized with the frequency of the primary mode of the natural frequency of the structure, and the weight of the other dynamic vibration absorber 1 is adjusted.
- the natural vibration frequency of one dynamic vibration absorber 1 with respect to the weight 2 and the other dynamic vibration absorber 1 May be brought close to the natural frequency of the weight 2 so that the natural frequency of the installed structure can be coped with and the natural frequency of the structure can be changed. Regardless of the change, it is possible to favorably dampen the vibration of the structure.
- the dynamic vibration absorber 1 is configured using the square weight 2 and the frame 3 in plan view, but instead of this, as shown in FIG. 9, a regular hexagonal weight 2 and The frame 3 may be used to construct the dynamic vibration absorber 1. As shown in the dynamic vibration absorber 1 shown in FIG. 9, each side 7 1 to 76 of the weight 2 and each vertical wall of the frame 3. One vertical U-shaped leaf spring 91 to 96 may be interposed between the parts 81 to 86, respectively. Further, instead of the square weight 2 and the frame 3 in a plan view, a weight (not shown) and a plane which are substantially circular and made of a cylindrical body in a plan view. The dynamic vibration absorber 1 may be configured by using a frame (not shown) which is substantially circular and is formed of a cylindrical body.
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- Physics & Mathematics (AREA)
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- Architecture (AREA)
- Aviation & Aerospace Engineering (AREA)
- Acoustics & Sound (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
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Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
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US10/563,446 US8714324B2 (en) | 2003-07-11 | 2004-04-20 | Dynamic vibration absorber and dynamic vibration absorbing apparatus using the same |
CN2004800194976A CN1820151B (zh) | 2003-07-11 | 2004-04-20 | 动态振动吸收装置 |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2003273759A JP4396168B2 (ja) | 2002-10-23 | 2003-07-11 | 動吸振器及びこれを用いた動吸振装置 |
JP2003-273759 | 2003-07-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005005857A1 true WO2005005857A1 (ja) | 2005-01-20 |
Family
ID=34056037
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2004/005594 WO2005005857A1 (ja) | 2003-07-11 | 2004-04-20 | 動吸振器及びこれを用いた動吸振装置 |
Country Status (4)
Country | Link |
---|---|
US (1) | US8714324B2 (ja) |
KR (1) | KR20060027863A (ja) |
CN (1) | CN1820151B (ja) |
WO (1) | WO2005005857A1 (ja) |
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CN102384213B (zh) * | 2011-07-02 | 2013-09-18 | 长安大学 | 一种通过非线性能量转移与碰撞耗能作用的吸振器 |
CN103216568A (zh) * | 2012-01-19 | 2013-07-24 | 昆山思拓机器有限公司 | 一种用于激光设备的u型缓冲装置 |
ES2520466T3 (es) * | 2012-09-13 | 2014-11-11 | Ideko, S. Coop | Amortiguador inercial para la supresión de vibraciones en máquina herramienta |
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CN103335061B (zh) * | 2013-07-10 | 2016-01-20 | 青岛科而泰环境控制技术有限公司 | 车轮吸振器 |
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Also Published As
Publication number | Publication date |
---|---|
CN1820151B (zh) | 2012-06-27 |
US20070051576A1 (en) | 2007-03-08 |
CN1820151A (zh) | 2006-08-16 |
US8714324B2 (en) | 2014-05-06 |
KR20060027863A (ko) | 2006-03-28 |
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