TW202603285A - Vibration attenuation device - Google Patents
Vibration attenuation deviceInfo
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- TW202603285A TW202603285A TW114112883A TW114112883A TW202603285A TW 202603285 A TW202603285 A TW 202603285A TW 114112883 A TW114112883 A TW 114112883A TW 114112883 A TW114112883 A TW 114112883A TW 202603285 A TW202603285 A TW 202603285A
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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
- F16F15/03—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
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Abstract
一種振動衰減裝置,包含內側構件及外側構件,該內側構件與該外側構件構成為得以沿第一方向相對地往復運動,其中該內側構件於與第一方向垂直相交的第二方向上被配置於該外側構件的內側,且包含以磁性材料所構成且被配置於相對於外側構件於第二方向的相對向,該外部構件包含以於平衡狀態中吸附該端部構件的方式所構成的磁力元件,該端部構件及該磁力元件以不互相接觸的方式被限制朝第二方向的移動。An vibration damping device includes an inner component and an outer component, the inner component and the outer component being configured to reciprocate relative to each other in a first direction, wherein the inner component is disposed inside the outer component in a second direction perpendicular to the first direction, and includes a magnetic material disposed opposite to the outer component in the second direction, the outer component including a magnetic element configured to attract the end component in an equilibrium state, the end component and the magnetic element being restricted from moving in the second direction without contacting each other.
Description
本發明係關於一種使用磁力的振動衰減裝置This invention relates to a vibration attenuation device using magnetic force.
習知有「包含基座、上環狀永久磁鐵、下環狀永久磁鐵、連接桿及中心永久磁鐵,且於該基座的上表面連接有金屬導體套筒,該金屬導體套筒為中空的金屬圓筒,該基座係密封該金屬導體套筒的下端面,該上環狀永久磁鐵與下環狀永久磁鐵的形狀相同,皆為中空的圓環狀,該上環狀永久磁鐵及下環狀永久磁鐵分別嵌入於上環狀襯套及下環狀襯套內,上環狀襯套及下環狀襯套分別連接於該金屬導體套筒的內壁上端及下端,使該上環狀永久磁鐵、下環狀永久磁鐵及該金屬導體套筒在軸向上同軸配置,且使該上環狀永久磁鐵與下環狀永久磁鐵相對向的面之磁極極性為相反,該連接桿的軸線與該金屬導體套筒的中心軸線同軸,該中心永久磁鐵為中空圓環狀,同軸心地套設於連接桿上並固定,該連接桿的上端貫穿該上環狀永久磁鐵的中心孔,該中心永久磁鐵位於上環狀永久磁鐵與下環狀永久磁鐵之間,能夠與該連接桿一起在上環狀永久磁鐵與下環狀永久磁鐵之間軸向運動,且中心永久磁鐵與上環狀永久磁鐵相對向的面之磁極極性相反,中心永久磁鐵與下環狀永久磁鐵相對向的面之磁極極性亦相反」的單自由度磁力防振裝置(例如,參見引用文獻1)The invention comprises "a base, an upper annular permanent magnet, a lower annular permanent magnet, a connecting rod, and a central permanent magnet, wherein a metal conductor sleeve is connected to the upper surface of the base, the metal conductor sleeve being a hollow metal cylinder, the base sealing the lower end face of the metal conductor sleeve, and the upper and lower annular permanent magnets having the same shape and both being hollow." The device is circular, with an upper and lower ring-shaped permanent magnet embedded within an upper and lower ring-shaped bushing, respectively. The upper and lower ring-shaped bushings are connected to the upper and lower ends of the inner wall of the metal conductor sleeve, respectively. The upper and lower ring-shaped permanent magnets and the metal conductor sleeve are coaxially arranged in the axial direction, and the upper and lower ring-shaped permanent magnets are aligned with each other. The opposing faces of the toroidal permanent magnets have opposite magnetic polarities. The axis of the connecting rod is coaxial with the central axis of the metal conductor sleeve. The central permanent magnet is a hollow ring, coaxially fitted onto and fixed to the connecting rod. The upper end of the connecting rod passes through the central hole of the upper toroidal permanent magnet. The central permanent magnet is located between the upper and lower toroidal permanent magnets. A single-degree-of-freedom magnetic vibration damping device that allows the magnets to move axially between the upper and lower ring permanent magnets together with the connecting rod, wherein the magnetic polarities of the faces of the central permanent magnet and the upper ring permanent magnet are opposite, and the magnetic polarities of the faces of the central permanent magnet and the lower ring permanent magnet are also opposite (see, for example, reference 1).
引用文獻1所揭示的單自由度磁力防振裝置為「不需要能源供給,可信度高,能夠產生靜磁力及動磁力。靜磁力為藉由永久磁鐵的相異極彼此吸引以實現,動磁力為藉由金屬導體套筒與永久磁鐵的相對運動所產生的渦電流阻尼器而實現。靜磁力的強弱僅與位移相關,本發明的裝置靜止時亦存在有磁力,因而能夠視為一種剛性力,渦電流阻尼器僅與相對速度相關,僅存在於磁力機構發生運動時,能夠視為一種黏滯阻尼力」。又此單自由度磁力防振裝置「藉由與剛性線圈彈簧或空氣彈簧等被動防振結構並聯配置,能在不影響被動防振系統高頻衰減性能的狀況下,有效抑制固有頻率下的振幅增加,從而改善原系統的被動防振性能」。 〔先前技術文獻〕 〔專利文獻〕The single-degree-of-freedom magnetic vibration damping device disclosed in Reference 1 "does not require energy supply, has high reliability, and can generate static and dynamic magnetic forces. The static magnetic force is achieved by the attraction between opposite poles of permanent magnets, while the dynamic magnetic force is achieved by a vortex current damper generated by the relative motion between the metal conductor sleeve and the permanent magnet. The strength of the static magnetic force is only related to displacement, and the device of the present invention also has magnetic force when it is stationary, so it can be regarded as a rigid force. The vortex current damper is only related to relative velocity and only exists when the magnetic mechanism is in motion, so it can be regarded as a viscous damping force." Furthermore, this single-degree-of-freedom magnetic vibration damping device, "by being configured in parallel with passive vibration damping structures such as rigid coil springs or air springs, can effectively suppress the increase in amplitude at the natural frequency without affecting the high-frequency attenuation performance of the passive vibration damping system, thereby improving the passive vibration damping performance of the original system." [Prior Art Documents] [Patent Documents]
〔專利文獻1〕日本特許第6317822號公報[Patent Document 1] Japanese Patent No. 6317822
〔發明所欲解決的問題〕 專利文獻1所揭示的單自由度磁力防振裝置,由於為「該上環狀永久磁鐵與下環狀永久磁鐵相對向的面之磁極極性為相反」,「該中心永久磁鐵位於上環狀永久磁鐵與下環狀永久磁鐵之間,能夠與該連接桿一起在上環狀永久磁鐵與下環狀永久磁鐵之間軸向運動」,因此有中心永久磁鐵於自平衡狀態朝上下任一方向移動時於其延長線上存在有上環狀永久磁鐵或下環狀永久磁鐵而移動量受到限制的課題。[Problem to be solved by the invention] The single-degree-of-freedom magnetic vibration damping device disclosed in Patent Document 1 has the problem that "the magnetic polarities of the faces of the upper and lower ring permanent magnets are opposite" and "the central permanent magnet is located between the upper and lower ring permanent magnets and can move axially between the upper and lower ring permanent magnets together with the connecting rod". Therefore, when the central permanent magnet moves in either direction in a self-balancing state, the movement is limited by the presence of the upper or lower ring permanent magnets along its extension line.
本發明為了解決如上述的課題,提供一種於利用磁力的振動衰減裝置中,抑制受磁力作用的構件之移動量的限制的振動衰減裝置。 〔解決問題之技術手段〕To address the aforementioned problems, this invention provides a vibration damping device that suppresses the limitation of movement of a component under magnetic force in a vibration damping device utilizing magnetic force. [Technical Means for Solving the Problem]
關於本發明的振動衰減裝置,為包含內側構件及外側構件,該內側構件與該外側構件構成為得以沿第一方向相對地往復運動,其中該內側構件於與第一方向垂直相交的第二方向上被配置於該外側構件的內側,且包含相對於該外側構件的磁極配置為於第二方向上相對且由磁性材料所構成的端部構件,該外側構件包含以於平衡狀態中吸附該端部構件的方式所構成的磁力元件,該端部構件及該磁力元件以不互相接觸的方式被限制朝第二方向的移動。 〔發明的效果〕The vibration damping device of this invention comprises an inner component and an outer component, the inner component and the outer component being configured to reciprocate relative to each other along a first direction. The inner component is disposed inside the outer component in a second direction perpendicular to the first direction, and includes an end component made of magnetic material with magnetic poles arranged opposite to the outer component in the second direction. The outer component includes a magnetic element configured to attract the end component in an equilibrium state. The end component and the magnetic element are restricted from moving in the second direction without contacting each other. [Effects of the Invention]
依據上述的發明,於內側構件與外側構件之間產生吸附方向的磁力,內側構件及外側構件分別的移動路徑不交錯,因此不會限制彼此的移動。According to the invention described above, a magnetic force in the direction of adsorption is generated between the inner component and the outer component, and the movement paths of the inner component and the outer component do not intersect, so their movement is not restricted.
以下參照圖式說明本發明的振動衰減裝置適切的實施例。另外,以下所述的實施例,雖然為本發明的適切的具體例子,附加有各種技術上適切的各種限制,但本發明的範圍除非於以下的說明中包含有特定限制本發明的記述,否則並不限於此些型態。The following describes appropriate embodiments of the vibration damping device of the present invention with reference to the drawings. In addition, although the embodiments described below are appropriate specific examples of the present invention and are subject to various technical limitations, the scope of the present invention is not limited to these types unless specifically limited by the description in the following description.
實施例一、<振動衰減裝置100> 圖1為顯示關於實施例一的振動衰減裝置100的主要構造的概略圖。顯示於圖1的振動衰減裝置100,具有得以於z方向移動的內側構件10及經固定的外側構件20。振動衰減裝置100為例如內側構件10連接於其他構造物,而藉由磁力發揮抑制構造物於z方向的位移的作用。振動衰減裝置100為利用於汽車的阻尼、建築物的耐震裝置或機械的制振裝置等以使振動衰減的目的。另外,實施例一中,雖以內側構件10於z方向移動的例子以說明,但是振動衰減裝置100只要為於z方向中,內側構件10與外側構件20得以為相對向移動的構造即可。Example 1, <Vibration Attenuation Device 100> Figure 1 is a schematic diagram showing the main structure of the vibration attenuation device 100 according to Example 1. The vibration attenuation device 100 shown in Figure 1 has an inner component 10 that can move in the z-direction and a fixed outer component 20. The vibration attenuation device 100, for example, connects the inner component 10 to other structures and uses magnetic force to suppress the displacement of the structures in the z-direction. The vibration attenuation device 100 is used for vibration attenuation purposes such as damping in automobiles, seismic devices in buildings, or vibration damping devices in machinery. In addition, although the example of the inner component 10 moving in the z direction is used in Embodiment 1, the vibration damping device 100 can be constructed such that the inner component 10 and the outer component 20 can move in opposite directions in the z direction.
振動衰減裝置100為例如外側構件20形成為筒狀。外側構件20自與z方向垂直相交的方向包圍內側構件10。外側構件20具有磁力元件21。磁力元件21於與z方向為平行的剖面中,成對的磁極21a及21b為沿z方向被配置。於圖1中,磁力元件21A及磁力元件21B被配置為S極位於z1方向的一端,而N極位於z2方向的一端。另外,磁力元件21A及磁力元件21B能夠為單一的磁力元件,亦能夠為分別的磁力元件。另外,亦有將z方向稱為第一方向,與z方向垂直相交的方向稱為第二方向的狀況。The vibration damping device 100 is, for example, formed in a cylindrical shape by an outer component 20. The outer component 20 surrounds the inner component 10 in a direction perpendicular to the z-direction. The outer component 20 has a magnetic element 21. In a cross-section parallel to the z-direction, the magnetic element 21 has paired magnetic poles 21a and 21b arranged along the z-direction. In FIG. 1, the magnetic elements 21A and 21B are arranged such that the S pole is located at one end in the z1 direction and the N pole is located at one end in the z2 direction. In addition, the magnetic elements 21A and 21B can be a single magnetic element or separate magnetic elements. Alternatively, the z-direction may be referred to as the first direction and the direction perpendicular to the z-direction may be referred to as the second direction.
內側構件10被配置於與z方向垂直相交的方向(xy方向)中外側構件20的內側。內側構件10具有於z方向被隔離而配置的第一端部13及第二端部12。第一端部13及第二端部12分別為由磁性材料所構成。於圖1中,第一端部13及第二端部12雖然分別為由磁鐵所構成,但亦能夠為鐵、鎳等軟磁性材料。也就是說,第一端部13及第二端部12即使為自身不具有磁力或幾乎沒有,但只要能夠吸附於磁力元件21即可。The inner component 10 is disposed inside the outer component 20 in a direction perpendicular to the z-direction (xy-direction). The inner component 10 has a first end 13 and a second end 12 disposed separately in the z-direction. The first end 13 and the second end 12 are each made of a magnetic material. In FIG1, although the first end 13 and the second end 12 are each made of a magnet, they can also be soft magnetic materials such as iron or nickel. That is to say, even if the first end 13 and the second end 12 do not have magnetic force or have almost none, they can still be attracted to the magnetic element 21.
第一端部13及第二端部12於z方向透過連接構件連接。連接構件11為用以使第一端部13與第二端部12的距離維持固定的構件。連接構件11能夠為例如樹脂材料等的非磁性材料,亦能夠為包含磁性材料的金屬。又內側構件10於z方向的端部中具有分別支承第一端部13及第二端部12的結構體,各結構體亦能夠以連接構件11於z方向連接。又分別支承第一端部13及第二端部12的結構體,能夠為與連接構件11一體成形的構件,亦能夠為分別的構件而以螺絲等的構件或熔接等方式連接。另外,亦有將第一端部13及第二端部12一併稱為端部構件的狀況。也就是說,第一端部13及第二端部12構成了端部構件。The first end 13 and the second end 12 are connected in the z-direction by a connecting member. The connecting member 11 is a member used to maintain a fixed distance between the first end 13 and the second end 12. The connecting member 11 can be a non-magnetic material such as resin, or it can be a metal containing a magnetic material. Furthermore, the inner member 10 has structures in its z-direction end that respectively support the first end 13 and the second end 12, and each structure can also be connected in the z-direction by the connecting member 11. Furthermore, the structures that respectively support the first end 13 and the second end 12 can be integrally formed with the connecting member 11, or they can be separate components connected by means of screws or welding. Alternatively, the first end 13 and the second end 12 may be referred to together as the end member. In other words, the first end 13 and the second end 12 constitute the end component.
第一端部13及第二端部12構成為於圖1所示的平衡狀態中吸附於磁力元件21的磁極21a或21b。第一端部13的前端13a構成為吸附於磁力元件21的磁極21a,於圖1所示的例子中為N極。第二端部12的前端12a構成為吸附於磁力元件21的磁極21b,於圖1所示的例子中為S極。The first end 13 and the second end 12 are configured to be attracted to the magnetic poles 21a or 21b of the magnetic element 21 in the equilibrium state shown in FIG. 1. The front end 13a of the first end 13 is configured to be attracted to the magnetic pole 21a of the magnetic element 21, which is the N pole in the example shown in FIG. 1. The front end 12a of the second end 12 is configured to be attracted to the magnetic pole 21b of the magnetic element 21, which is the S pole in the example shown in FIG. 1.
於圖1中,雖未顯示分別支承內側構件10及外側構件20的結構,但振動衰減裝置100亦能夠設置用以分別支承內側構件10及外側構件20的結構。或是,由於內側構件10構成為能夠吸附於外側構件20,亦能夠設置間隔件或軸承等,使內側構件10與外側構件20之間維持指定距離,而使第一端部13的前端13a及第二端部12的前端12a不接觸磁極21a及磁極21b。又亦能夠構成為內側構件10與外側構件20於與z方向垂直相交的方向上的距離得以動態控制。藉由動態控制端部構件(第一端部13及第二端部12)與磁力元件21於與z方向垂直相交的方向上的距離,能夠控制吸附的磁力。藉此,能夠控制振動衰減裝置100的衰減力。Although the structures supporting the inner component 10 and the outer component 20 are not shown in Figure 1, the vibration damping device 100 can also be configured to support the inner component 10 and the outer component 20 respectively. Alternatively, since the inner component 10 is configured to be able to adhere to the outer component 20, a spacer or bearing can be provided to maintain a specified distance between the inner component 10 and the outer component 20, so that the front end 13a of the first end 13 and the front end 12a of the second end 12 do not contact the magnetic poles 21a and 21b. The distance between the inner component 10 and the outer component 20 in a direction perpendicular to the z-direction can also be dynamically controlled. By dynamically controlling the distance between the end components (first end 13 and second end 12) and the magnetic element 21 in a direction perpendicular to the z-direction, the magnetic force of attraction can be controlled. In this way, the attenuation force of the vibration attenuation device 100 can be controlled.
圖2為圖1的第一端部13及磁力元件21的磁極21a的放大圖。於圖2(a)中,示意性說明了產生於第一端部13的磁力。圖2(b)則示意性地顯示磁力元件21的磁力線分佈。以下使用圖1及圖2,說明振動衰減裝置100的運作原理。Figure 2 is an enlarged view of the first end 13 of Figure 1 and the magnetic pole 21a of the magnetic element 21. In Figure 2(a), the magnetic force generated at the first end 13 is schematically illustrated. Figure 2(b) schematically shows the distribution of magnetic field lines of the magnetic element 21. The operating principle of the vibration damping device 100 will be explained below using Figures 1 and 2.
內側構件10的第一端部13的前端13a,位於與磁力元件21的磁極21a於x方向上相對向的位置。第一端部13的前端13a為N極,沿著圖2(b)所示自磁力元件21的磁極21a產生的磁力線方向,受到吸附方向的磁力作用。因此,如圖2(a)所示,前端13a端面的z2側端部產生磁力fa,前端13a的端面的z1側端部則產生磁力fb。將此些磁力fa及fb分解,能夠分解為x方向的分力xa、xb,及z方向的分力za、zb。於圖2(a)中,顯示有振動衰減裝置100的平衡狀態(初始位置),z方向的分力za與zb處於對等。又x方向的分力xa及xb則與圖1所示位於x2側的第一端部13的前端13a與磁力元件21A的磁極21a之間所產生的磁力相對等。The front end 13a of the first end 13 of the inner component 10 is positioned opposite the magnetic pole 21a of the magnetic element 21 in the x-direction. The front end 13a of the first end 13 is the N pole and is subjected to a magnetic force in the attraction direction along the direction of the magnetic field lines generated from the magnetic pole 21a of the magnetic element 21 as shown in FIG. 2(b). Therefore, as shown in FIG. 2(a), a magnetic force fa is generated at the z2 side end of the end face of the front end 13a, and a magnetic force fb is generated at the z1 side end of the end face of the front end 13a. These magnetic forces fa and fb can be decomposed into components xa and xb in the x-direction and components za and zb in the z-direction. FIG. 2(a) shows the equilibrium state (initial position) of the vibration damping device 100, where the components za and zb in the z-direction are equal. Furthermore, the x-direction components xa and xb are equal to the magnetic force generated between the front end 13a of the first end 13 located on the x2 side as shown in Figure 1 and the magnetic pole 21a of the magnetic element 21A.
內側構件10的第一端部13的前端13a及第二端部12的前端12a,因如圖2(a)所示分別產生分力,因此於z方向及與z方向垂直相交的方向(於圖2中為x方向)上,磁力處於對等狀態,因而靜止不動。振動衰減裝置100處於此種靜止狀態時,稱為平衡狀態。若內側構件10與外側構件20之間所產生的磁力理想地處於對等,則內側構件10與外側構件20即使不具備任何支承結構亦能夠維持平衡狀態,但由於振動衰減裝置100與外部結構連接並承受外力,因此至少須具備限制內側構件10及外側構件20於z方向垂直方向移動的結構。內側構件10及外側構件20能夠透過軸承等支承構件以支承,而限制其在與z方向垂直相交的方向上的移動,亦能夠將其中之一固定。無論何種方式,內側構件10與外側構件20構成為至少能夠於z方向上彼此相對移動。The front end 13a of the first end 13 and the front end 12a of the second end 12 of the inner component 10 generate component forces as shown in FIG. 2(a). Therefore, the magnetic forces are equal in the z-direction and in the direction perpendicular to the z-direction (x-direction in FIG. 2), and thus remain stationary. When the vibration damping device 100 is in this stationary state, it is called an equilibrium state. If the magnetic forces generated between the inner component 10 and the outer component 20 are ideally equal, the inner component 10 and the outer component 20 can maintain an equilibrium state even without any support structure. However, since the vibration damping device 100 is connected to the external structure and bears external forces, it must at least have a structure that restricts the movement of the inner component 10 and the outer component 20 in the direction perpendicular to the z-direction. The inner member 10 and the outer member 20 can be supported by bearings or other support components, thereby restricting their movement in a direction perpendicular to the z-direction, or one of them can be fixed. In either case, the inner member 10 and the outer member 20 are configured to be able to move relative to each other at least in the z-direction.
另外,在圖2(a)中,作為平衡狀態,內側構件10的第一端部13的前端13a的z方向的寬度中心,與外側構件20的磁力元件21B的前端面於z方向上的位置為一致。但是,例如當內側構件10受到重力等外力影響時,平衡狀態將會朝重力方向偏移。此時,內側構件10所受的重力方向負重與第一端部13及第二端部12所產生的磁力於z方向上達成對等,此位置即成為平衡狀態。Furthermore, in Figure 2(a), in a balanced state, the width center of the front end 13a of the first end 13 of the inner component 10 in the z-direction coincides with the position of the front end face of the magnetic element 21B of the outer component 20 in the z-direction. However, for example, when the inner component 10 is affected by external forces such as gravity, the balanced state will shift towards the direction of gravity. At this time, the gravitational load on the inner component 10 is equal to the magnetic force generated by the first end 13 and the second end 12 in the z-direction, and this position becomes a balanced state.
圖3為圖1所示的振動衰減裝置100的內側構件10於z方向移動的狀態的概略圖。圖3(a)顯示內側構件10於z1方向移動的狀態,圖3(b)則顯示內側構件於z2方向移動的狀態。內側構件10被構成為第一端部13及第二端部12吸附於磁力元件21的磁極21a、21b。因此,無論內側構件10朝z1方向或z2方向移動,皆會受到與移動方向相反側的磁力作用。也就是說,當內側構件10自平衡狀態於z1方向移動時,受到z2方向的磁力;而當其自平衡狀態於z2方向移動時,則受到z1方向的磁力。如此,由於振動衰減裝置100於內側構件10移動時會產生與移動方向相反的磁力,因此,例如當連接於內側構件10的結構產生位移時,會產生與該位移方向相反的磁力,進而產生使內側構件10回到平衡狀態的力。藉此,振動衰減裝置100能夠衰減連接於內側構件10的結構所產生的振動。Figure 3 is a schematic diagram of the inner component 10 of the vibration damping device 100 shown in Figure 1 moving in the z-direction. Figure 3(a) shows the inner component 10 moving in the z1 direction, and Figure 3(b) shows the inner component moving in the z2 direction. The inner component 10 is configured such that the first end 13 and the second end 12 are attracted to the magnetic poles 21a and 21b of the magnetic element 21. Therefore, regardless of whether the inner component 10 moves in the z1 or z2 direction, it will be subjected to a magnetic force on the side opposite to the direction of movement. That is, when the inner component 10 moves in a self-balancing state in the z1 direction, it is subjected to a magnetic force in the z2 direction; and when it moves in a self-balancing state in the z2 direction, it is subjected to a magnetic force in the z1 direction. Thus, since the vibration damping device 100 generates a magnetic force opposite to the direction of movement when the inner component 10 moves, for example, when the structure connected to the inner component 10 is displaced, a magnetic force opposite to the direction of displacement is generated, thereby generating a force that returns the inner component 10 to an equilibrium state. In this way, the vibration damping device 100 can dampen the vibrations generated by the structure connected to the inner component 10.
圖4為顯示關於實施例一的振動衰減裝置100的內側構件10的移動距離與所產生磁力之間的關係的示意圖。另外,所動距離為指內側構件10與外側構件20於z方向中的相對距離變化,移動距離越大,代表磁力元件21A及21B的磁極21a及21b與第一端部13的前端13a及第二端部12的前端12a於z方向上為相互遠離的狀態。又振動衰減裝置100的平衡狀態以移動距離0表示。圖4中的負重為以絕對值表示。也就是說,於圖1及圖3中,當內側構件10於z1方向移動時,依移動距離的大小將作用有產生於z2方向的負重,如圖4所示,當內側構件10於z2方向移動時,則依移動距離作用有於z1方向的負重,如圖4所示。Figure 4 is a schematic diagram showing the relationship between the moving distance of the inner component 10 of the vibration damping device 100 in Embodiment 1 and the generated magnetic force. The moving distance refers to the change in the relative distance between the inner component 10 and the outer component 20 in the z-direction. A larger moving distance indicates that the magnetic poles 21a and 21b of the magnetic elements 21A and 21B are far apart from the front end 13a of the first end 13 and the front end 12a of the second end 12 in the z-direction. The equilibrium state of the vibration damping device 100 is represented by a moving distance of 0. The load in Figure 4 is expressed as an absolute value. In other words, as shown in Figures 1 and 3, when the inner component 10 moves in the z1 direction, a load will be generated in the z2 direction depending on the distance of movement, as shown in Figure 4. When the inner component 10 moves in the z2 direction, a load will be generated in the z1 direction depending on the distance of movement, as shown in Figure 4.
磁力與受磁力作用的物體的距離的平方成反比。因此,如圖4所示,內側構件10相對於外側構件20於z方向移動時,移動距離越大,使內側構件10回復至平衡狀態的磁力就越小。The magnetic force is inversely proportional to the square of the distance between the object and the magnetic force. Therefore, as shown in Figure 4, when the inner component 10 moves relative to the outer component 20 in the z direction, the greater the distance moved, the smaller the magnetic force required to restore the inner component 10 to its equilibrium state.
圖5為關於實施例一的振動衰減裝置100的變形例的振動衰減裝置100A的主要構造的概略圖。如圖5所示,振動衰減裝置100A的內側構件10的第一端部13的前端13a及第二端部12的前端12a,在與z方向垂直的方向上,越朝外側延伸,其寬度越窄。如圖5(a)所示,第一端部13的前端13a及第二端部12的前端12a能夠為邊緣部13c、12c形成為尖銳的形狀,亦能夠如圖5(b)所示,邊緣部13c、12c保留平坦面。也就是說,內側構件10的第一端部13的前端13a及第二端部12的前端12a,亦能夠具有越朝端部z方向寬度越小的傾斜部13d、12d的梯形。進一步,如圖5(c)所示,前端13a及前端12a亦能夠為形成階梯狀的構造。此時相對於邊緣部13c位於內側的端面13e能夠設置有複數個。也就是說,前端13a及前端12a亦能夠形成為階梯狀結構。Figure 5 is a schematic diagram of the main structure of a modified vibration damping device 100A according to Embodiment 1. As shown in Figure 5, the front end 13a of the first end 13 and the front end 12a of the second end 12 of the inner component 10 of the vibration damping device 100A become narrower as they extend outward in a direction perpendicular to the z-direction. As shown in Figure 5(a), the front end 13a of the first end 13 and the front end 12a of the second end 12 can be formed into sharp edges 13c and 12c, or as shown in Figure 5(b), the edges 13c and 12c can remain flat. In other words, the front end 13a of the first end 13 and the front end 12a of the second end 12 of the inner component 10 can also have trapezoidal inclined portions 13d and 12d, whose width decreases towards the z-direction of the end. Furthermore, as shown in FIG5(c), the front ends 13a and 12a can also form a stepped structure. At this time, a plurality of end faces 13e located on the inner side relative to the edge portion 13c can be provided. That is to say, the front ends 13a and 12a can also be formed into a stepped structure.
圖6為關於圖5所示的變形例的振動衰減裝置100A的內側構件10的移動距離與所產生磁力之間的關係的示意圖。於振動衰減裝置100A的狀況下,由於內側構件10的第一端部13的前端13a的寬度變窄,因此主要是前端13a的邊緣部13c的磁力的影響較大,而傾斜部13d的磁力影響較小。因此,當自圖5所示的平衡狀態於z方向移動時,邊緣部13c所產生的磁力將成為主要影響源。Figure 6 is a schematic diagram showing the relationship between the moving distance of the inner component 10 of the vibration damping device 100A in the modified example shown in Figure 5 and the generated magnetic force. In the case of the vibration damping device 100A, since the width of the front end 13a of the first end 13 of the inner component 10 is narrower, the magnetic force of the edge portion 13c of the front end 13a has a greater influence, while the magnetic force of the inclined portion 13d has a smaller influence. Therefore, when moving in the z-direction from the equilibrium state shown in Figure 5, the magnetic force generated by the edge portion 13c will become the main source of influence.
因此,例如假定第一端部13的前端13a的邊緣部13c於z1方向微幅移動時,邊緣部13c會因於z2方向產生的磁力,而產生將其拉回至平衡狀態的作用力。相對地,傾斜部13d所產生的磁力影響較邊緣部13c所產生的磁力影響為小,與將邊緣部13c拉回z2方向的磁力相抵銷的磁力為小。因此,將第一端部13的前端13a拉回平衡狀態的力,會較如圖2所示的前端13a具有沿z方向的平面的狀況為大。Therefore, for example, assuming that the edge portion 13c of the front end 13a of the first end 13 moves slightly in the z1 direction, the edge portion 13c will generate a force that pulls it back to the equilibrium state due to the magnetic force generated in the z2 direction. In contrast, the magnetic force generated by the inclined portion 13d is smaller than the magnetic force generated by the edge portion 13c, and the magnetic force that cancels out the magnetic force pulling the edge portion 13c back to the z2 direction is smaller. Therefore, the force that pulls the front end 13a of the first end 13 back to the equilibrium state is greater than when the front end 13a has a plane along the z direction as shown in FIG2.
另一方面,如圖2所示,前端13a沿z方向具有平面的狀況下,前端13a於z1方向移動時,磁力fa變大,而磁力fb變小。此狀況下,磁力fa的z方向分力(也就是朝向z1方向的力)較磁力fb的z方向分力(也就是朝向z2方向的力)為大,將前端13a拉回至z2方向的力,因磁力fa的z方向分力與磁力fb的z方向分力互相抵消而變小。On the other hand, as shown in Figure 2, when the front end 13a has a plane along the z-direction, the magnetic force fa increases and the magnetic force fb decreases when the front end 13a moves in the z1 direction. In this case, the z-direction component of the magnetic force fa (that is, the force towards the z1 direction) is greater than the z-direction component of the magnetic force fb (that is, the force towards the z2 direction). The force that pulls the front end 13a back to the z2 direction decreases because the z-direction components of the magnetic force fa and the magnetic force fb cancel each other out.
因此,於圖5所示的變形例的振動衰減裝置100A中,如圖6的圖表所示的實線,內側構件10沿z方向移動所造成的負重減少會變得和緩。Therefore, in the vibration damping device 100A of the modified example shown in FIG5, as shown by the solid line in the chart of FIG6, the reduction in load caused by the movement of the inner component 10 in the z direction becomes gentle.
又於圖5所示,構成為第一端部13的前端13a及第二端部12的前端12a的寬度逐漸變窄的狀況下,則以相較於形成為如圖1所示的平坦面的前端13a及12a,邊緣部13c及12位於更接近磁力元件21的磁極位置為佳。藉由如此構造,圖5所示的振動衰減裝置100A,能夠在抑制對於振動衰減裝置100作用於內側構件10的磁力降低的同時,同時如圖6所示,使內側構件10於z方向移動時產生的負重減少變得更加和緩。As shown in Figure 5, with the widths of the front end 13a of the first end 13 and the front end 12a of the second end 12 gradually narrowing, it is preferable that the edges 13c and 12 are located closer to the magnetic poles of the magnetic element 21 compared to the front ends 13a and 12a, which are formed as flat surfaces as shown in Figure 1. With this structure, the vibration damping device 100A shown in Figure 5 can suppress the reduction of magnetic force acting on the inner component 10, and at the same time, as shown in Figure 6, make the reduction of load generated when the inner component 10 moves in the z direction more gradual.
圖7為關於實施例一的振動衰減裝置100及100A的俯視(從z方向觀看)的狀態的概略圖之一例。圖7(a)為外側構件20構成為從x方向及y方向包覆內側構件10的狀態下的圖。如圖7(a)所示,振動衰減裝置100及100A亦能夠構成為外側構件20形成為矩形筒狀,並將內側構件10配置於其內側的構造。圖1及圖5所示的結構,顯示有圖7(a)的A-A部位的剖面結構,顯示同時平行於z方向及x方向的剖面結構。另外,圖7(a)所示的振動衰減裝置100及100A中,同時與z方向及y方向平行的剖面結構亦與圖1及圖5所示的結構相同。Figure 7 is a schematic top view (viewed from the z-direction) of the vibration damping devices 100 and 100A of Embodiment 1. Figure 7(a) shows the outer component 20 configured to cover the inner component 10 from the x and y directions. As shown in Figure 7(a), the vibration damping devices 100 and 100A can also be configured such that the outer component 20 is formed into a rectangular tube, and the inner component 10 is disposed inside it. The structures shown in Figures 1 and 5 show the cross-sectional structure of the A-A section of Figure 7(a), showing the cross-sectional structure parallel to both the z and x directions. In addition, the cross-sectional structure of the vibration damping devices 100 and 100A shown in Figure 7(a) that is parallel to both the z and y directions is the same as that shown in Figures 1 and 5.
又圖7(b)為振動衰減裝置100及100A的俯視(自z方向觀察)的狀態的其他實施例的概略圖。外側構件20不必然需在整個周向上包覆內側構件10,亦能夠為僅於x方向的兩端配置磁力元件21的構造。Figure 7(b) is a schematic diagram of another embodiment of the vibration damping devices 100 and 100A in a top view (viewed from the z direction). The outer component 20 does not necessarily need to cover the inner component 10 in the entire circumference, and it is also possible to have a structure in which the magnetic elements 21 are arranged only at both ends in the x direction.
進一步外側構件20在俯視狀態下能夠為圓形,亦能夠為其他形狀。也就是說,只要配置為磁力元件21的磁極21a及21b能夠在相對於第一端部13的前端13a及第二端部13b於z方向垂直相交的方向上為相對向即可。Furthermore, the outer component 20 can be circular or other shapes when viewed from above. That is, as long as the magnetic poles 21a and 21b configured as magnetic elements 21 are facing each other in a direction that is perpendicular to the z-direction of the front end 13a and the second end 13b of the first end 13.
圖8為關於實施例一的振動衰減裝置100及100A的俯視(自z方向觀察)的狀態的概略圖的其他例子。內側構件10亦能夠包含在俯視中呈三角形構造的磁性材料。又磁性材料於俯視中並不限定為三角形,也能夠為矩形等其他形狀。Figure 8 is another example of a top view (viewed from the z-direction) of the vibration damping devices 100 and 100A of Embodiment 1. The inner component 10 may also contain a magnetic material that is triangular in shape in the top view. Furthermore, the magnetic material is not limited to being triangular in the top view, and may also be other shapes such as rectangles.
又圖7(a)及(b)的外側構件20的磁力元件21,於俯視中磁極21a的極性皆相同,但磁力元件21的方向並不受此限制。如圖8所示,配置於矩形的外側構件20的四邊上的四個磁力元件21,分別配置為:左右相對向的兩側呈現N極,上下相對向的兩側呈現S極。內側構件10的磁鐵的磁極則對應外側構件20的磁力元件21而配置。In Figures 7(a) and (b), the magnetic elements 21 of the outer component 20 have the same polarity of magnetic pole 21a in top view, but the orientation of the magnetic elements 21 is not restricted by this. As shown in Figure 8, the four magnetic elements 21 arranged on the four sides of the rectangular outer component 20 are respectively arranged such that the two sides facing each other on the left and right have N poles, and the two sides facing each other on the top and bottom have S poles. The magnetic poles of the magnet in the inner component 10 are arranged corresponding to the magnetic elements 21 of the outer component 20.
圖9為關於實施例一的振動衰減裝置100的變形例的振動衰減裝置100B的主要構造的概略圖。振動衰減裝置100B為將內側構件10的第一端部13的前端13a及第二端部12的前端12a,以磁鐵的成對磁極所構成。具有外側構件20的磁力元件21,對應第一端部13的前端13a及第二端部12的前端12a的磁極而被配置。藉由如此構造,內側構件10的第一端部13及第二端部12於x方向上的寬度變小,從而能夠將振動衰減裝置100B的整體寬度構成得更為緊湊。Figure 9 is a schematic diagram of the main structure of a modified vibration damping device 100B of Embodiment 1. The vibration damping device 100B is constructed by using paired magnetic poles of a magnet for the front ends 13a of the first end 13 and the front ends 12a of the second end 12 of the inner member 10. A magnetic element 21 with an outer member 20 is arranged corresponding to the magnetic poles of the front ends 13a of the first end 13 and the second end 12a of the second end 12. With this configuration, the width of the first end 13 and the second end 12 of the inner member 10 in the x-direction is reduced, thereby making the overall width of the vibration damping device 100B more compact.
圖10為關於實施例一的振動衰減裝置100的變形例的振動衰減裝置100C的主要構造的概略圖。振動衰減裝置100C構成為將圖1所示的配置於內側構件10的x1側的第一端部13及第二端部12予以廢除。內側構件10藉由限制其於x方向的移動,並構成為導引其沿z方向移動,得以廢除於x方向中被對稱地配置的一側的第一端部13及第二端部12。即使是此種構造,由於內側構件10於z方向移動時仍會作用有使其回到平衡狀態的作用力,因此與圖1所示的振動衰減裝置100發揮相同功能。Figure 10 is a schematic diagram of the main structure of a vibration attenuation device 100C, a variation of the vibration attenuation device 100 of Embodiment 1. The vibration attenuation device 100C is configured to eliminate the first end 13 and the second end 12, which are arranged on the x1 side of the inner member 10 as shown in Figure 1. The inner member 10 eliminates the first end 13 and the second end 12, which are symmetrically arranged on one side in the x direction, by restricting its movement in the x direction and configuring it to move in the z direction. Even with this configuration, since the inner member 10 still exerts a force to return it to an equilibrium state when it moves in the z direction, it performs the same function as the vibration attenuation device 100 shown in Figure 1.
依據以上所說明的振動衰減裝置100、100A、100B及100C,能夠得到在具有得以於z方向上相對往復運動的內側構件10及外側構件20的結構中,藉由磁力作用使內側構件10及外側構件20回到平衡狀態的構造。由於振動衰減裝置100、100A、100B及100C的外側構件20配置於不會干涉內側構件10移動方向的位置,因此無論內側構件10相對於外側構件20於z1方向或z2方向移動,皆能夠以磁力的作用使回到平衡狀態的負重作用於內側構件10,從得以使因振動所產生的位移衰減。Based on the vibration damping devices 100, 100A, 100B, and 100C described above, a structure can be obtained in which an inner component 10 and an outer component 20, which are capable of reciprocating relative to each other in the z-direction, are brought back to an equilibrium state by magnetic force. Since the outer component 20 of the vibration damping devices 100, 100A, 100B, and 100C is positioned so as not to interfere with the movement direction of the inner component 10, regardless of whether the inner component 10 moves relative to the outer component 20 in the z1 or z2 direction, the load that returns to the equilibrium state can be applied to the inner component 10 by magnetic force, thereby attenuating the displacement caused by vibration.
又專利文獻1中所揭示的單自由度磁力防振裝置,構成為當上下方向任一方向的位移量增加則磁力隨之增強。然而,此單自由度磁力防振裝置為「使該上環狀永久磁鐵與下環狀永久磁鐵之對向面的磁極之極性為相反」、「使該中心永久磁鐵位於該上環狀永久磁鐵與該下環狀永久磁鐵之間,並與連接桿一起於該上環狀永久磁鐵與該下環狀永久磁鐵之間軸向運動」,因此,當中心永久磁鐵自平衡狀態向上下任一方向移動時,對移動方向的磁力將變大,為了拉回到平衡狀態必須要有較磁力為大的外力。又由於中心永久磁鐵的移動路徑延伸線上存在有上環狀永久磁鐵或下環狀永久磁鐵,因此移動量受到限制。另一方面,關於實施例一的振動衰減裝置100、100A、100B及100C,內側構件10的移動路徑上不存在有外側構件20,因此內側構件10及外側構件20之間不會互相限制移動。The single-degree-of-freedom magnetic vibration damping device disclosed in Patent 1 is configured such that the magnetic force increases as the displacement in either the vertical or horizontal direction increases. However, this single-degree-of-freedom magnetic vibration damping device is configured such that "the polarities of the magnetic poles of the opposing surfaces of the upper and lower ring permanent magnets are opposite" and "the central permanent magnet is positioned between the upper and lower ring permanent magnets and moves axially between the upper and lower ring permanent magnets together with the connecting rod". Therefore, when the central permanent magnet moves from its equilibrium state in either the vertical or horizontal direction, the magnetic force in the direction of movement will increase, and an external force greater than the magnetic force is required to pull it back to the equilibrium state. Furthermore, since there are upper or lower ring-shaped permanent magnets on the extension line of the movement path of the central permanent magnet, the amount of movement is limited. On the other hand, regarding the vibration damping devices 100, 100A, 100B and 100C of Embodiment 1, there are no outer components 20 on the movement path of the inner component 10, so the inner component 10 and the outer component 20 do not restrict each other's movement.
實施例二 說明關於實施例二的振動衰減裝置200。關於實施例二所振動衰減裝置200,為將關於實施例一的振動衰減裝置100與彈性構件30結合。另外,對於與實施例一具有相同功能及作用的構成要素,將附上相同的符號,並省略其說明。Example 2 describes the vibration damping device 200 of Example 2. The vibration damping device 200 of Example 2 is a combination of the vibration damping device 100 of Example 1 and the elastic member 30. Furthermore, components having the same function and effect as those in Example 1 will be given the same reference numerals, and their descriptions will be omitted.
圖11為關於實施例二的振動衰減裝置200的主要構造的概略圖。振動衰減裝置200為由振動衰減裝置100進一步組合彈性構件30而成。彈性構件30例如為由螺旋彈簧所構成,並連接於內側構件10,構成為當內側構件10於z方向移動時,於與移動方向相反的方向上施加負重。彈性構件30亦固定於支承體31,並構成為得以隨內側構件10的移動而伸縮。Figure 11 is a schematic diagram of the main structure of the vibration damping device 200 according to Embodiment 2. The vibration damping device 200 is formed by further combining the vibration damping device 100 with an elastic member 30. The elastic member 30 is, for example, made of a helical spring and connected to the inner member 10, configured to apply a load in the opposite direction to the direction of movement when the inner member 10 moves in the z direction. The elastic member 30 is also fixed to the support 31 and configured to expand and contract with the movement of the inner member 10.
圖12為圖1所示的振動衰減裝置100中,內側構件10的移動距離與所產生的負重間的關係的示意圖,以及彈性構件30的伸縮量與所產生的負重間的關係的示意圖。如圖12(a)所示,由於圖1所示的振動衰減裝置100中內側構件10僅作用有磁力,當移動距離增加時,產生的負重會依據距離的平方反比而減少。如圖12(b)所示,圖11所示的彈性構件30於z方向上伸縮時,會產生與伸縮方向相反且與伸縮量成正比的負重。Figure 12 is a schematic diagram showing the relationship between the moving distance of the inner component 10 and the generated load in the vibration damping device 100 shown in Figure 1, and a schematic diagram showing the relationship between the expansion and contraction of the elastic component 30 and the generated load. As shown in Figure 12(a), since the inner component 10 in the vibration damping device 100 shown in Figure 1 only has magnetic force, the generated load decreases in inverse square of the distance as the moving distance increases. As shown in Figure 12(b), when the elastic component 30 shown in Figure 11 expands and contracts in the z-direction, it generates a load that is opposite to the expansion and contraction direction and proportional to the expansion and contraction.
圖13為關於實施例二的振動衰減裝置200的內側構件10的移動距離與所產生磁力的關係的示意圖。由於振動衰減裝置200因應內側構件10的位移,將磁力及彈性構件30伸縮所產生之負重作用於內側構件10,因此與圖12(a)所示僅有磁力作用相比,內側構件10所承受的負重的減少會受到抑制。因此,當內側構件10於z方向產生位移時,在位移量仍小的階段,將內側構件10拉回到平衡狀態的作用力雖會逐漸減弱,但隨著位移量的增大,藉由彈性構件30的作用而使將內側構件10回到平衡狀態的作用力增加。Figure 13 is a schematic diagram showing the relationship between the movement distance of the inner component 10 of the vibration damping device 200 in Embodiment 2 and the generated magnetic force. Since the vibration damping device 200 applies the load generated by the magnetic force and the expansion and contraction of the elastic component 30 to the inner component 10 in response to the displacement of the inner component 10, the reduction in the load borne by the inner component 10 is suppressed compared with the magnetic force alone shown in Figure 12(a). Therefore, when the inner component 10 is displaced in the z direction, the force that pulls the inner component 10 back to the equilibrium state will gradually weaken when the displacement is still small. However, as the displacement increases, the force that pulls the inner component 10 back to the equilibrium state increases due to the action of the elastic component 30.
也就是說,關於實施例二的振動衰減裝置200,與關於實施例一的振動衰減裝置100相比,拉回到平衡狀態的作用力變化較小。In other words, the force that pulls the vibration damping device 200 back to equilibrium changes less compared to the vibration damping device 100 in Embodiment 1, as described in Embodiment 2.
圖14為將圖11所示的振動衰減裝置200中的振動衰減裝置100替換為圖5所示的振動衰減裝置100A的狀況下內側構件10的移動距離與產生的磁力之間的關係的示意圖。圖14所示之二點鏈線顯示圖11所示振動衰減裝置200的內側構件10的位移與負重之間的關係,圖14中的實線則顯示,將圖11所示的內側構件10替換為圖5所示的振動衰減裝置100A中的內側構件10時,其位移與負重之間的關係。由於圖5所示的振動衰減裝置100A如圖6所示,相對於內側構件10位移,負重變化較為和緩,因此與彈性構件30組合使用,則使拉回到平衡狀態的力的變化變小,而負重變化趨於平坦。Figure 14 is a schematic diagram showing the relationship between the movement distance of the inner component 10 and the generated magnetic force when the vibration damping device 100 in the vibration damping device 200 shown in Figure 11 is replaced with the vibration damping device 100A shown in Figure 5. The two-point chain in Figure 14 shows the relationship between the displacement and the load of the inner component 10 of the vibration damping device 200 shown in Figure 11, while the solid line in Figure 14 shows the relationship between the displacement and the load when the inner component 10 shown in Figure 11 is replaced with the inner component 10 of the vibration damping device 100A shown in Figure 5. As shown in Figure 6, the vibration damping device 100A in Figure 5 has a relatively gentle load change relative to the displacement of the inner component 10. Therefore, when used in combination with the elastic component 30, the change in the force that pulls the device back to the equilibrium state becomes smaller, and the load change tends to be flat.
另外,彈性構件30並不限定為螺旋彈簧,能夠為板簧或橡膠等,只要是透過變形產生彈性力的構件即可。又實施例二中,雖然彈性構件30連接於內側構件10的下方,但彈性構件30的配置方式能夠適當調整。例如,亦能夠構成為將彈性構件30保持一定間隔地配置於內側構件10的移動方向上,使內側構件10的移動量達到預定值以上時,彈性構件30所致的負重才作用於內側構件10。又在振動衰減裝置200的外側構件20構成為得以移動的狀況下,亦能夠使彈性構件30所致的負重作用於外側構件20。Furthermore, the elastic component 30 is not limited to a helical spring; it can be a leaf spring or rubber, as long as it is a component that generates elastic force through deformation. In Embodiment 2, although the elastic component 30 is connected below the inner component 10, the arrangement of the elastic component 30 can be appropriately adjusted. For example, the elastic components 30 can be arranged at certain intervals in the direction of movement of the inner component 10, such that the load caused by the elastic component 30 only acts on the inner component 10 when the amount of movement of the inner component 10 reaches a predetermined value or higher. Furthermore, when the outer component 20 of the vibration damping device 200 is configured to be movable, the load caused by the elastic component 30 can also be applied to the outer component 20.
又如圖11所示的彈性構件30,亦能夠配置於內側構件10的第一端部13與第二端部12之間。例如,彈性構件30亦能夠被配置於內側構件10的第一端部13與第二端部12之間,並被固定於外側構件20。藉此,當內側構件10相對於外側構件20於z方向移動時,內側構件10會與彈性構件30接觸,能夠使彈性構件30發揮如圖11所示的振動衰減裝置200的彈性構件30相同的功能。As shown in Figure 11, the elastic member 30 can also be disposed between the first end 13 and the second end 12 of the inner member 10. For example, the elastic member 30 can also be disposed between the first end 13 and the second end 12 of the inner member 10 and fixed to the outer member 20. In this way, when the inner member 10 moves relative to the outer member 20 in the z direction, the inner member 10 will come into contact with the elastic member 30, enabling the elastic member 30 to perform the same function as the elastic member 30 of the vibration damping device 200 shown in Figure 11.
實施例三 說明關於實施例三的振動衰減裝置300。關於實施例三的振動衰減裝置300,作為關於實施例一的振動衰減裝置100的外側構件20的磁力元件21A及21B,使用電磁鐵。另外,關於與實施例一及實施例二具有相同功能及作用的構成要素,將附加相同的符號並省略其詳細說明。Example 3 describes the vibration damping device 300 of Example 3. In the vibration damping device 300 of Example 3, as the magnetic elements 21A and 21B of the outer component 20 of the vibration damping device 100 of Example 1, an electromagnetic magnet is used. Furthermore, for constituent elements having the same function and effect as those in Examples 1 and 2, the same symbols will be added and their detailed descriptions will be omitted.
圖15為關於實施例三的振動衰減裝置300的主要構造的概略圖。關於實施例三的振動衰減裝置300,係將實施例的振動衰減裝置100之外側構件20所具備的磁力元件21,替換為電磁鐵。由電磁鐵構成的磁力元件321,透過局部通電,能夠變更磁極21a及21b的位置。在圖15中,磁力元件321之中以實線表示的部分為通有電流,虛線表示的部分則未通電。圖15所示的磁力元件321,係通電以使磁極配置於對應第一端部13的前端13a及第二端部12的前端12a的位置。Figure 15 is a schematic diagram of the main structure of the vibration damping device 300 according to Embodiment 3. In Embodiment 3, the magnetic element 21 of the outer component 20 of the vibration damping device 100 is replaced with an electromagnet. The magnetic element 321, made of an electromagnet, can change the positions of the magnetic poles 21a and 21b by partial energization. In Figure 15, the portions of the magnetic element 321 indicated by solid lines are energized, while the portions indicated by dashed lines are not energized. The magnetic element 321 shown in Figure 15 is energized so that the magnetic poles are positioned corresponding to the front end 13a of the first end 13 and the front end 12a of the second end 12.
圖16為內側構件10自圖15所示的狀態的振動衰減裝置300於z2方向移動的狀態的概略圖。於圖16中,外側構件20所具備的磁力元件321,隨著內側構件10的移動而使通電範圍於z2方向移動。如此,由於磁力元件321的磁極21a及21b會隨著內側構件10的移動而移動,因此振動衰減裝置300能夠控制以使內側構件10即便移動依然承受相同的磁力。關於實施例一的振動衰減裝置100,如圖4所示,於z方向移動則隨著移動量增加而磁力減弱,但依據關於實施例三的振動衰減裝置300,即便內側構件10於z方向移動,亦能夠使作用於內側構件10的磁力約略維持不變。Figure 16 is a schematic diagram of the vibration damping device 300 moving in the z2 direction from the state shown in Figure 15 of the inner component 10. In Figure 16, the magnetic element 321 provided by the outer component 20 moves its energized range in the z2 direction as the inner component 10 moves. Thus, since the magnetic poles 21a and 21b of the magnetic element 321 move with the inner component 10, the vibration damping device 300 can be controlled so that the inner component 10 still experiences the same magnetic force even when it moves. Regarding the vibration damping device 100 of Embodiment 1, as shown in Figure 4, the magnetic force weakens as the amount of movement increases in the z-direction. However, according to the vibration damping device 300 of Embodiment 3, even if the inner component 10 moves in the z-direction, the magnetic force acting on the inner component 10 can remain approximately unchanged.
振動衰減裝置100的磁力元件321,例如構成為將複數個線圈324於z方向連接,並構成為能夠隨著內側構件10的移動而選擇通電的線圈324。例如,磁力元件321構成為將複數個線圈324以繞線的中心軸z方向延伸的方式配置,並構成為能夠控制流入複數個線圈324的電流。也就是說,磁力元件321構成為藉由控制流通於複數個線圈324中的電流而磁極得以於z方向移動。此外,磁力元件321,並不限定於如圖15及圖16所示的構成為將複數個線圈324連續地沿z方向排列,亦能夠在其間留有間隔而配置複數個線圈等方式進行適當變更。The magnetic element 321 of the vibration damping device 100 is configured, for example, to connect a plurality of coils 324 in the z-direction and to selectively energize coils 324 as the inner component 10 moves. For example, the magnetic element 321 is configured to arrange a plurality of coils 324 extending in the z-direction along the central axis of the winding and to control the current flowing into the plurality of coils 324. That is, the magnetic element 321 is configured such that the magnetic poles can move in the z-direction by controlling the current flowing in the plurality of coils 324. Furthermore, the magnetic element 321 is not limited to the configuration shown in Figures 15 and 16, in which a plurality of coils 324 are arranged continuously along the z-direction, and can also be appropriately modified in a manner such as arranging a plurality of coils with gaps between them.
另外,於圖15及圖16中,外側構件20雖然具有磁力元件321A及321B,但亦能夠為一體的磁力元件321。In addition, in Figures 15 and 16, although the outer component 20 has magnetic elements 321A and 321B, it can also be an integral magnetic element 321.
又磁力元件321A及321B,亦能夠藉由控制流入線圈324的電流,以抑制吸附於第一端部13及第二端部12的磁力。藉此,能夠抑制振動衰減裝置300的衰減力。Furthermore, magnetic elements 321A and 321B can suppress the magnetic force attracted to the first end 13 and the second end 12 by controlling the current flowing into the coil 324. In this way, the attenuation force of the vibration attenuation device 300 can be suppressed.
上述各實施例所示之構造僅為一例,在不脫離其要旨的範圍內,亦能夠對構造的一部分進行省略或變更。The structures shown in the above embodiments are merely examples, and without departing from their essence, parts of the structure can be omitted or changed.
圖17為自關於實施例一的振動衰減裝置100除去第二端部12的變形例的振動衰減裝置100D的主要構造的概略圖。實施例一至三所示的振動衰減裝置100、100A、100B、100C、200及300,即使省略構成端部構件的第一端部13或第二端部12中任一者,亦能夠作為振動衰減裝置發揮作用。於圖17的變形例中,第一端部13由結構體14支撐,結構體14例如為藉由滾珠軸承15導引。即使在此狀況下,第一端部13亦作用有如圖2(a)所示之力,故仍藉由磁力而作為振動衰減裝置發揮作用。又此狀況下,磁力元件21亦能夠不沿z方向配置有成對的磁極,只需至少一方的磁極與第一端部13於z方向垂直相交之方向上的相對向配置。Figure 17 is a schematic diagram of the main structure of a vibration damping device 100D, a variant of the vibration damping device 100 of Embodiment 1, by removing the second end 12. The vibration damping devices 100, 100A, 100B, 100C, 200, and 300 shown in Embodiments 1 to 3 can function as vibration damping devices even if either the first end 13 or the second end 12 constituting the end component is omitted. In the variant of Figure 17, the first end 13 is supported by a structure 14, which is guided, for example, by a ball bearing 15. Even in this case, the first end 13 still experiences the force shown in Figure 2(a), and thus still functions as a vibration damping device by means of magnetic force. In this case, the magnetic element 21 can also be configured without having a pair of magnetic poles along the z direction, only requiring at least one magnetic pole to be configured opposite to the first end 13 in a direction that is perpendicular to the z direction.
又圖17所示的結構體14及滾珠軸承15亦能夠適用於振動衰減裝置100A、100B、100C、200及300。又結構體14及滾珠軸承15的構造能夠適當變更,亦能夠將滾珠軸承15替換為滑動軸承或其他支承構造。The structure 14 and ball bearing 15 shown in Figure 17 can also be applied to vibration damping devices 100A, 100B, 100C, 200 and 300. Furthermore, the structure of the structure 14 and ball bearing 15 can be modified appropriately, and the ball bearing 15 can be replaced with a sliding bearing or other support structure.
又上述以振動衰減裝置100、100A、100B、100C、100D、200、300為例說明的本發明,亦能夠包含以下附記1至附記10所示各特徵的組合。該組合顯示於下。Furthermore, the present invention, which is described above with vibration damping devices 100, 100A, 100B, 100C, 100D, 200, and 300 as examples, can also include combinations of the features shown in Appendix 1 to Appendix 10 below. Such combinations are shown below.
〔附記1〕 一種振動衰減裝置,包含內側構件及外側構件,該內側構件與該外側構件構成為得以沿第一方向相對地往復運動,其中 該內側構件 於與第一方向垂直相交的第二方向上被配置於該外側構件的內側,且 包含相對於該外側構件的磁極於第二方向中為相對向而被配置,且以磁性材料所構成的端部構件, 該外側構件 包含以於平衡狀態中吸附該端部構件的方式所構成的磁力元件, 該端部構件及該磁力元件 以不互相接觸的方式被限制朝第二方向的移動。 〔附記2〕 如附記1所述的振動衰減裝置,其中該內側構件包含 由於第一方向上彼此隔離而被配置的第一端部及第二端部所構成的該端部構件, 將該第一端部及該第二端部於第一方向上連接的連接構件, 該磁力元件中 成對的磁極沿第一方向被配置, 該成對的磁極分別被配置為 在平衡狀態中與該第一端部及該第二端部於第二方向上相對; 該第一端部及該第二端部, 以在平衡狀態中吸附於第二方向上相對向的該磁力元件的磁極的方式所構成。 〔附記3〕 如附記1或2所述的振動衰減裝置,其中該磁力元件 為由複數個磁力元件所構成, 該複數個磁力元件 包含被配置於包夾該內側構件而於第二方向上相對向的位置的至少一對磁力元件。 〔附記4〕 如附記1至3中任一項所述的振動衰減裝置, 其中該端部構件 為由永久磁鐵所構成, 該磁力元件的磁極 被設定為極性與該端部構件為相反。 〔附記5〕 如附記1至3中任一項所述的振動衰減裝置, 其中該端部構件為由軟磁性材料所構成。 〔附記6〕 如附記1至5中任一項所述的振動衰減裝置, 其中該端部構件 具有於包含該內側構件的中心軸的剖面中第二方向的前端於第一方向的寬度伴隨自中心軸至外側而逐漸縮減的構造。 〔附記7〕 如附記1至6中任一項所述的振動衰減裝置, 更具有彈性構件,該彈性構件因應於該內側構件及該外側構件朝第一方向的相對移動,施加與移動方向為相反方向的負重。 〔附記8〕 如附記7所述的振動衰減裝置, 其中該彈性構件連接於該內側構件及該外側構件的至少一個。 〔附記9〕 如附記1至8中任一項所述的振動衰減裝置, 其中該磁力元件 為構成為成對的該磁極得以於第一方向移動的電磁鐵。 〔附記10〕 如附記9所述的振動衰減裝置, 其中該磁力元件 具有以中心軸沿著第一方向的方式排列的複數個線圈, 磁極藉由變更該複數個線圈中通電的部分的線圈而於第一方向移動。[Appendix 1] A vibration damping device includes an inner component and an outer component, the inner component and the outer component being configured to reciprocate relative to each other in a first direction, wherein the inner component is disposed inside the outer component in a second direction perpendicular to the first direction, and includes an end component made of a magnetic material with magnetic poles disposed opposite to the outer component in the second direction, the outer component including a magnetic element configured to attract the end component in an equilibrium state, the end component and the magnetic element being restricted from moving in the second direction without contacting each other. [Appendix 2] The vibration damping device as described in Appendix 1, wherein the inner component comprises an end component consisting of a first end and a second end configured to be spaced apart from each other in a first direction, a connecting component connecting the first end and the second end in the first direction, a pair of magnetic poles in the magnetic element being configured along the first direction, the pair of magnetic poles being respectively configured to be opposite to the first end and the second end in a second direction in an equilibrium state; the first end and the second end being configured to be attracted to the magnetic poles of the magnetic element facing each other in the second direction in an equilibrium state. [Appendix 3] The vibration damping device as described in Appendix 1 or 2, wherein the magnetic element is composed of a plurality of magnetic elements, the plurality of magnetic elements comprising at least one pair of magnetic elements configured to be positioned opposite each other in the second direction while enclosing the inner component. [Note 4] The vibration damping device as described in any one of Notes 1 to 3, wherein the end member is made of a permanent magnet, and the magnetic poles of the magnetic element are set to be opposite in polarity to the end member. [Note 5] The vibration damping device as described in any one of Notes 1 to 3, wherein the end member is made of a soft magnetic material. [Note 6] The vibration damping device as described in any one of Notes 1 to 5, wherein the end member has a structure in which the width of the front end in the second direction in the first direction gradually decreases from the central axis to the outer side in a cross section including the central axis of the inner member. [Note 7] The vibration damping device as described in any one of Appendices 1 to 6 further comprises an elastic member that applies a load in the opposite direction to the direction of movement in response to the relative movement of the inner member and the outer member in a first direction. [Note 8] The vibration damping device as described in Appendix 7, wherein the elastic member is connected to at least one of the inner member and the outer member. [Note 9] The vibration damping device as described in any one of Appendices 1 to 8, wherein the magnetic element is an electromagnet configured as a pair of magnetic poles that can move in the first direction. [Note 10] The vibration damping device as described in Note 9, wherein the magnetic element has a plurality of coils arranged in a manner with the central axis along a first direction, and the magnetic poles move in the first direction by changing the portion of the coil that is energized among the plurality of coils.
10:內側構件 11:連接構件 12:第二端部 12a:前端 12c:邊緣部 13:第一端部 13a:前端 13c:邊緣部 13d:傾斜部 14:結構體 15:滾珠軸承 20:外側構件 21:磁力構件 21A:磁力構件 21B:磁力構件 21a:磁極 21b:磁極 30:彈性構件 31:支承體 100:振動衰減裝置 100A:振動衰減裝置 100B:振動衰減裝置 100C:振動衰減裝置 200:振動衰減裝置 300:振動衰減裝置 321:磁力構件 321A:磁力構件 321B:磁力構件 324:線圈10: Inner component 11: Connecting component 12: Second end 12a: Front end 12c: Edge 13: First end 13a: Front end 13c: Edge 13d: Inclined portion 14: Structure 15: Ball bearing 20: Outer component 21: Magnetic component 21A: Magnetic component 21B: Magnetic component 21a: Magnetic pole 21b: Magnetic pole 30: Elastic component 31: Support body 100: Vibration damping device 100A: Vibration damping device 100B: Vibration damping device 100C: Vibration damping device 200: Vibration damping device 300: Vibration damping device 321: Magnetic component; 321A: Magnetic component; 321B: Magnetic component; 324: Coil
圖1為顯示關於實施例一的振動衰減裝置100的主要構造的概略圖。 圖2為顯示圖1的第一端部13及磁力元件21的磁極21a的放大圖。 圖3為顯示圖1所示的振動衰減裝置100的內側構件10於z方向移動的狀態的概略圖。 圖4為顯示關於實施例一的振動衰減裝置100中內側構件10的移動距離與產生的磁力間的關係的示意圖。 圖5為顯示關於實施例一的振動衰減裝置100的變形例的振動衰減裝置100A的主要構造的概略圖。 圖6為顯示關於圖5所示的變形例的振動衰減裝置100A的內側構件10的移動距離與產生的磁力間的關係的示意圖。 圖7為顯示關於實施例一的振動衰減裝置100及100A於俯視(自z方向觀察)的狀態的概略圖之一例。 圖8為顯示關於實施例一的振動衰減裝置100及100A於俯視(自z方向觀察)的狀態的概略圖之其他例。 圖9為顯示關於實施例一的振動衰減裝置100的變形例的振動衰減裝置100B的主要構造的概略圖。 圖10為顯示關於實施例一的振動衰減裝置100的變形例的振動衰減裝置100C的主要構造的概略圖。 圖11為顯示關於實施例二的振動衰減裝置200的主要構造的概略圖。 圖12為顯示圖1所示的振動衰減裝置100中內側構件10的移動距離與產生的負重間關係及彈性構件30的伸縮量及產生的負重之間的關係的示意圖。 圖13為顯示關於實施例二的振動衰減裝置200的內側構件10的移動距離與產生的磁力間的關係的示意圖。 圖14為顯示圖11所示的振動衰減裝置200中的振動衰減裝置100更換為圖5所示的振動衰減裝置100A的狀態下,內側構件10的移動距離與產生的磁力之間的關係的示意圖。 圖15為顯示關於實施例三的振動衰減裝置300的主要構造的概略圖。 圖16為顯示內側構件10自圖15所示的振動衰減裝置300於z2方向移動的狀態的概略圖。 圖17為顯示自關於實施例一的振動衰減裝置100除去第二端部12的變形例的振動衰減裝置100D的主要構造的概略圖。Figure 1 is a schematic diagram showing the main structure of the vibration damping device 100 of Embodiment 1. Figure 2 is an enlarged view showing the first end 13 of Figure 1 and the magnetic pole 21a of the magnetic element 21. Figure 3 is a schematic diagram showing the state of the inner component 10 of the vibration damping device 100 shown in Figure 1 moving in the z-direction. Figure 4 is a schematic diagram showing the relationship between the moving distance of the inner component 10 and the generated magnetic force in the vibration damping device 100 of Embodiment 1. Figure 5 is a schematic diagram showing the main structure of the vibration damping device 100A, a variant of the vibration damping device 100 of Embodiment 1. Figure 6 is a schematic diagram showing the relationship between the movement distance of the inner component 10 of the vibration damping device 100A in the modified example shown in Figure 5 and the generated magnetic force. Figure 7 is a schematic diagram showing one example of the state of the vibration damping devices 100 and 100A in Embodiment 1 in top view (viewed from the z-direction). Figure 8 is another example showing the state of the vibration damping devices 100 and 100A in Embodiment 1 in top view (viewed from the z-direction). Figure 9 is a schematic diagram showing the main structure of the vibration damping device 100B, a modified example of the vibration damping device 100 in Embodiment 1. Figure 10 is a schematic diagram showing the main structure of a modified vibration damping device 100C according to Embodiment 1. Figure 11 is a schematic diagram showing the main structure of a vibration damping device 200 according to Embodiment 2. Figure 12 is a schematic diagram showing the relationship between the movement distance of the inner component 10 and the generated load in the vibration damping device 100 shown in Figure 1, and the relationship between the expansion and contraction of the elastic component 30 and the generated load. Figure 13 is a schematic diagram showing the relationship between the movement distance of the inner component 10 and the generated magnetic force in the vibration damping device 200 according to Embodiment 2. Figure 14 is a schematic diagram showing the relationship between the movement distance of the inner component 10 and the generated magnetic force when the vibration attenuation device 100 in the vibration attenuation device 200 shown in Figure 11 is replaced with the vibration attenuation device 100A shown in Figure 5. Figure 15 is a schematic diagram showing the main structure of the vibration attenuation device 300 of Embodiment 3. Figure 16 is a schematic diagram showing the state in which the inner component 10 moves in the z2 direction from the vibration attenuation device 300 shown in Figure 15. Figure 17 is a schematic diagram showing the main structure of the vibration attenuation device 100D of Embodiment 1, which is a modified example of the vibration attenuation device 100 with the second end 12 removed.
100:振動衰減裝置 100: Vibration attenuation device
10:內側構件 10: Inner Components
11:連接構件 11: Connecting Components
12、13b:第二端部 12, 13b: Second end
12a、13a:前端 12a, 13a: Front-end
13:第一端部 13: First end
20:外側構件 20: External Components
21、21A、21B:磁力元件 21, 21A, 21B: Magnetic components
21a、21b:磁極 21a, 21b: Magnetic poles
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| JP2024061694A JP7602779B1 (en) | 2024-04-05 | 2024-04-05 | Vibration Damping Device |
| JP2024-061694 | 2024-04-05 |
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