JPH04210135A - Vibration damping device - Google Patents

Vibration damping device

Info

Publication number
JPH04210135A
JPH04210135A JP2400235A JP40023590A JPH04210135A JP H04210135 A JPH04210135 A JP H04210135A JP 2400235 A JP2400235 A JP 2400235A JP 40023590 A JP40023590 A JP 40023590A JP H04210135 A JPH04210135 A JP H04210135A
Authority
JP
Japan
Prior art keywords
main body
damper
vibration damping
rotation
damping device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2400235A
Other languages
Japanese (ja)
Inventor
Eiji Manome
馬目 栄二
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toshiba Corp
Original Assignee
Toshiba Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toshiba Corp filed Critical Toshiba Corp
Priority to JP2400235A priority Critical patent/JPH04210135A/en
Publication of JPH04210135A publication Critical patent/JPH04210135A/en
Pending legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Supports For Pipes And Cables (AREA)
  • Vibration Dampers (AREA)

Abstract

PURPOSE:To provide a small-sized vibration isolating device which exerts a large damping force, by furnishing the body with a part where a damper in rotation runs against. CONSTITUTION:To a body 1 having a cavity, a rotary shaft 5 is installed in such a way that one end protrudes-from the body 1, and a damper 31 made of an elastoplastic member rotating with rotation of the rotary shaft is installed in this cavity of the body 1. The body 1 is provided with a part 32 which the damper in rotation 31 runs against. An arm 10, etc., is installed on the rotary shaft 5 protruding from the body 1, and the arm 10 is mounted on a structural member vibrating, for example a piping 12, so as to suppress vibration of the piping 12, etc.

Description

【発明の詳細な説明】[Detailed description of the invention]

[発明の目的] [00011 [Purpose of the invention] [00011

【産業上の利用分野]本発明は、地震時等における一般
構造物あるいは、配管系等の振動を抑制する制振装置に
関する。 [0002] 【従来の技術】−殻構造物あるいは発電プラントの配管
等大形の構造物は、地震等の際に建物等に対して大きく
振動し、破損する危険性がある。このため、従来からこ
のような配管には制振装置が取付けられており、地震等
の際にこの配管の振動を抑制するように構成されている
。しかし、従来の制振装置はピストン・シリンダ形のも
ので、その軸方向の長さが長く、大形化し、狭い場所で
はその設置スペースを確保出来なかった。また、従来の
装置はいずれも線形な制振装置であり、入力が大きくな
ると、それに比例して応答も大きくなる欠点があった。 [0003]
[Industrial Field of Application] The present invention relates to a vibration damping device for suppressing vibrations of general structures, piping systems, etc. during earthquakes. [0002] [0002] [0002] - Large structures such as shell structures or piping of power generation plants are at risk of being damaged due to large vibrations relative to buildings during an earthquake or the like. For this reason, vibration damping devices have conventionally been attached to such piping, and are configured to suppress vibrations of the piping in the event of an earthquake or the like. However, conventional vibration damping devices are of the piston-cylinder type, and have a long axial length and are large in size, making it difficult to secure installation space in narrow spaces. Furthermore, all conventional devices are linear vibration damping devices, which has the disadvantage that as the input increases, the response also increases proportionally. [0003]

【発明が解決しようとする課題】このように従来の制振
装置にあっては、大形化して設置スペースの問題、ある
いは振動入力に対して応答も大きくなるといった欠点が
あった。本発明は、上記問題点を解決するためになされ
たもので、その目的とするところは小形で大きな減衰力
の得られる制振装置を提供することである。[発明の構
成] [0004]
SUMMARY OF THE INVENTION As described above, conventional vibration damping devices have the drawbacks of being large in size and requiring installation space, or having a large response to vibration input. The present invention has been made to solve the above-mentioned problems, and its purpose is to provide a vibration damping device that is small and can obtain a large damping force. [Structure of the invention] [0004]

【課題を解決するための手段】本発明の制振装置は、本
体と、この本体に対して回動自在に取り付けられる回動
軸と、この回動軸の回動に応じて回動する弾塑性部材か
らなるダンパーと、本体に取り付けられダンパーが回動
したときに衝突する衝突部とから構成されることを特徴
としている。また、回動軸の回動に応じて回動し、かつ
回動時に前記本体と接触する摩擦部材を有したブレーキ
シューをさらに備えて構成されることを特徴としている
。 [00053
[Means for Solving the Problems] The vibration damping device of the present invention includes a main body, a rotating shaft rotatably attached to the main body, and a bullet that rotates in accordance with the rotation of the rotating shaft. It is characterized by being composed of a damper made of a plastic member and a collision part that is attached to the main body and collides with the damper when it rotates. Further, the brake shoe is characterized in that it further includes a brake shoe that rotates in accordance with the rotation of the rotation shaft and has a friction member that comes into contact with the main body during rotation. [00053

【作用]このように構成された制振装置は、上記本体を
建物等の固定部側に取り付け、回動軸の先端部側をアー
ム部材等を介して配管側等の制振させたい部材側に取り
付ける。そして、地震等の際にこの配管等が振動すると
回動軸が回動じ、それに応じて弾塑性部材からなるダン
パーが衝突部材に衝突して減衰力が得られる。また、配
管等の大きな振動に対しては回動軸が大きく回動し、ダ
ンパーの回動量も大きくなり衝突部材に対して弾塑性部
材からなるダンパーは塑性変形する。この塑性変形によ
り大きな減衰力が得られるため、小形で狭い設置スペー
スにも適し、大規模振動に対しても大きな制振効果が発
揮される。 [0006] 【実施例】以下、本発明の実施例を図面を参照して説明
する。 (実施例1)図1と図2は、本発明の第1の実施例に関
するもので、図1は、外観組立斜視図9図2は、内部構
造を示すためのもので図1に示すx−X線断面図である
。 [00071図1と図2において、本実施例の制振装置
は本体1内に一端が挿入され、他端が本体1の外部に突
出した回動軸5と、この回動軸5に固定される取付は用
フランジ30と、この取付用フランジ30に取付けられ
る弾塑性部材からなるダシパー31と、本体1内の内壁
に凹部を形成し、ダンパー31が回動軸5の回動に応じ
て衝突する衝突部32とを基本的に備えている。 [0008]一方、上記の本体1から突出した回動軸5
は図示しない軸受等によって回動自在に支承されており
、その端部にはアーム部材10が取付けられている。 この回動軸5の端部にはスプラインまたはセレーション
9が形成され、上記のアーム部材10のボス部10aに
はこのセレーション9に嵌合するセレーション孔10c
が形成されている。そして、このアーム部10は上記の
セレーション9に嵌合し、ナツト11によって固定され
る。また、このアーム部10の先端部には取付は部10
bが形成され、この取付は部10bを介してこのアーム
部10が配管側に接続される。なお、このアーム部材1
0は、上記の回動軸5に取付ける際に、そのセレーショ
ン9との嵌合を1歯ずつずらすことにより、この回動軸
5に対して、すなわちリンク3に対して任意の角度に取
付けることができるように構成されている。 [0009]このように構成された本発明の第1の実施
例の制振装置は、図3に示すように、配管12の近傍に
配置され、その本体1を取付は部2で建物の壁14に取
付け、またアーム部材10の先端部接続部10bをクラ
ンプ13等を介して配管12側に接続する。そして、地
震等の際にこの配管12が振動すると、上記のアーム部
材10が往復回動し、これに伴って回動軸5が回動じ、
ダンパー31は衝突部32に衝突し、減衰力が得られる
。 [00101特に振動力が大きな場合は、ダンパー31
が塑性変形(せん断変形)し、振動は効率良く吸収され
る。このように、大きな振動力に対しても良好な制振力
が、小形な制振装置で得られるものとなっている。 [00111なお、ダンパー31として用いられる弾塑
性部材としては、鉄材、鉛あるいは鉛系合金などを用い
ることができるが、特に鉛系の材料は可塑性に優れてお
り有力な塑性ダンパ一部材として機能する。 (実施例2) [00121図4と図5は、本発明の第2の実施例に関
するもので、図4は外観組立斜視図2図5は内部構造を
示すためのもので図4に示すy−y線断面図である。な
お、図1と図2と同一部分あるいは相当する部分には同
一符号を付して説明する。 [00131図4と図5において、断面が半円形である
本体1と、この本体内には、中心に位置され少なくとも
一端がこの本体1の外部に突出した回動軸5と、この回
動軸5上に設置され回動を伝達するリンク3と、このリ
ンク3の端部には連結用回動軸8を介して両端に取付け
たブレーキシュー4と、このブレーキシュー4の先端部
に取付けられ上記本体1の内壁面を摺動する摩擦部材6
と、上記リンク3の外壁部とブレーキシュ−4先端部内
側との間に設けた摩擦力調整用の金属ばね7と、本体1
内のリンク外観部と本体1内壁側に設け、適宜な隙間を
有する衝突部とから成る容積内に本体1、回動軸5、リ
ンク3、ブレーキシュー4及び金属ばね7の材質より低
い降伏応力を有し取付はフランジ30を具備する弾塑性
部材からなるダンパー31が収容されている。この本体
1は本体底部の取付は部2によって建物等の固定側の部
材に取付けられる。 [0014]また、本体1から突出した回動軸5は図示
しない軸受は等によって回動自在に支承されており、そ
の端部にはアーム部材10が取付けられている。この回
動軸5の端部にはスプラインまたはセレーション9が形
成され、上記のアーム部材10のボス部10aにはセレ
ーション9に噛合わせるセレーション孔10cが形成さ
れている。そして、このアーム部材10は上記セレーシ
ョン9に噛合わせ、ナツト11によって固定される。ま
た、アーム部材10の先端部には取付は部10bが形成
され、この取付は部10bを介してアーム部材10が偉
物等の配管側に接続される。 [0015]尚、アーム部材10は上記回動軸5に取付
ける際に、にセレーション9との噛合わせを一歯ずつず
らすことにより回動軸5に対して、すなわちリンク3に
対して任意の角度に取付けることができるように構成さ
れている。 [0016]このように構成された本発明第2の実施例
の制振装置は、図6に示すように配管12の近傍に配置
され、その本体1を建物の壁14に取付け、またアーム
部材10の先端部接続部10bをクランプ13等を介し
て配管12側に接続する。そして、地震の際に配管12
が振動すると、上記アーム部材10が往復回動し、これ
に伴って回動軸5とリンク3及びブレーキシュー4が往
復回動し、ブレーキシュ−4端部の摩擦部材6が本体内
壁面を摺動する。この摺動により生じる摩擦損失、いわ
ゆるブレーキ効果によって大きな減衰力が得られる。こ
のブレーキ効果は振動が小さく回動軸5がわずかに回動
するだけでも発揮される。さらに、振動が大で前記のブ
レーキ効果だけで抑制できない場合、振動は本体1内壁
面に設けた衝突部32によりリンク3外壁部に設置され
た弾塑性部材から成るダンパー31に伝達され、弾塑性
部材の塑性変形(せん断変形)によって効果良く吸収さ
れる。 [0017]また、本実施例の制振装置は先の実施例同
様に軸方向の長さが短く、狭い場所にも設置することが
できるとともに、上記アーム部材10は回動軸5に対し
てその取付は角度を自由に設定出来るよう構成されてい
るので設置も容易である。 [0018]なお、ダンパー31を構成する弾塑性部材
は本体19回動軸5.リンク3.ブレーキシュー4及び
金属ばね7の材質よりも低い降伏応力を有していた方が
、より塑性ダンパーとして優れているが、この場合にも
先の実施例と同様に鉛系の材料を用いることができる。 [00191図7と図8は、本発明の制振装置の設置の
変形例を示すものである。図7は、配管等の屈曲部近傍
に装置本体1を設置し、図中水平方向と垂直方向の両方
向の配管12に1つの制振装置から2本のアーム部10
を突出させて構成したものである。 [00201また、図8は、本体1内に収納されるリン
ク3、回動軸5、ブレーキシュー4等を各々独立に2組
設けて、本体1の両側からアーム部10.20を突出さ
せたものである。つまり、機能的に2つの制振装置を1
つの本体1内に収納したものである。このような変形例
によれば、狭いスペースで少ない制振装置で異なる方向
に伸びる配管の振動を制振できる。なお、本発明は上述
してきた実施例に限定されることなく、その要旨を逸脱
しない範囲で種々変形して実施することができる。 [00211 【発明の効果]以上説明したように、本発明の制振装置
は小形で狭い設置スペースにも配管でき、かつ大きな振
動抑制力が得られる。
[Function] In the vibration damping device configured in this way, the main body is attached to the fixed part side of a building, etc., and the tip end side of the rotating shaft is attached to the side of the member to be damped, such as the piping side, via an arm member etc. Attach to. When the piping or the like vibrates during an earthquake or the like, the rotation shaft rotates, and accordingly, the damper made of an elastoplastic member collides with the collision member to obtain a damping force. Further, in response to large vibrations of piping or the like, the rotation shaft rotates greatly, the amount of rotation of the damper also increases, and the damper made of an elastoplastic member is plastically deformed with respect to the collision member. This plastic deformation provides a large damping force, making it suitable for small installation spaces and exhibiting great damping effects even against large-scale vibrations. [0006] Embodiments of the present invention will be described below with reference to the drawings. (Embodiment 1) FIGS. 1 and 2 relate to the first embodiment of the present invention. FIG. 1 is an external assembled perspective view, and FIG. 2 is an internal structure, which is shown in FIG. - It is an X-ray sectional view. [00071 In FIGS. 1 and 2, the vibration damping device of this embodiment has a rotating shaft 5 whose one end is inserted into the main body 1 and whose other end projects outside the main body 1, and which is fixed to the rotating shaft 5. For installation, a recess is formed in the inner wall of the main body 1 using a damper 30, a damper 31 made of an elastoplastic member attached to the mounting flange 30, and the damper 31 collides with each other as the rotation shaft 5 rotates. Basically, it includes a collision part 32. [0008] On the other hand, a rotating shaft 5 protruding from the main body 1
is rotatably supported by a bearing or the like (not shown), and an arm member 10 is attached to its end. A spline or serration 9 is formed at the end of the rotation shaft 5, and a serration hole 10c that fits into the serration 9 is formed in the boss portion 10a of the arm member 10.
is formed. This arm portion 10 is fitted into the serrations 9 and fixed with a nut 11. Also, a part 10 is attached to the tip of the arm part 10.
b is formed, and in this attachment, this arm portion 10 is connected to the piping side via a portion 10b. Note that this arm member 1
0 can be installed at any angle with respect to the rotation shaft 5, that is, with respect to the link 3, by shifting the engagement with the serrations 9 by one tooth when installing it on the rotation shaft 5. It is configured so that it can be done. [0009] As shown in FIG. 3, the vibration damping device of the first embodiment of the present invention configured as described above is arranged near the piping 12, and the main body 1 is attached to the wall of the building at the mounting part 2. 14, and the distal end connecting portion 10b of the arm member 10 is connected to the piping 12 side via the clamp 13 or the like. When the pipe 12 vibrates during an earthquake or the like, the arm member 10 rotates back and forth, and the rotation shaft 5 rotates accordingly.
The damper 31 collides with the collision part 32, and a damping force is obtained. [00101 If the vibration force is particularly large, the damper 31
undergoes plastic deformation (shear deformation), and vibrations are efficiently absorbed. In this way, a small vibration damping device can provide good damping force even against large vibration forces. [00111 Note that as the elastic-plastic member used as the damper 31, iron materials, lead, lead-based alloys, etc. can be used, but lead-based materials in particular have excellent plasticity and function as a powerful plastic damper member. . (Embodiment 2) [00121 FIGS. 4 and 5 relate to a second embodiment of the present invention, in which FIG. 4 is an external assembled perspective view, and FIG. 5 is an internal structure shown in FIG. -y line sectional view. Note that the same or corresponding parts as in FIGS. 1 and 2 will be described with the same reference numerals. [00131 In FIGS. 4 and 5, there is a main body 1 having a semicircular cross section, a rotating shaft 5 located in the center with at least one end protruding outside the main body 1, and a rotating shaft 5 located in the center with at least one end protruding outside the main body 1. A link 3 is installed on the top of the link 3 to transmit rotation, and a brake shoe 4 is attached to the end of this link 3 via a connecting rotation shaft 8, and a brake shoe 4 is attached to the tip of the brake shoe 4. Friction member 6 that slides on the inner wall surface of the main body 1
, a metal spring 7 for adjusting frictional force provided between the outer wall of the link 3 and the inside of the tip of the brake shoe 4, and the main body 1.
A yield stress lower than that of the materials of the main body 1, rotation shaft 5, link 3, brake shoe 4, and metal spring 7 is formed within the volume consisting of the inner link external part and the collision part provided on the inner wall side of the main body 1 and having an appropriate gap. A damper 31 made of an elastoplastic member and having a flange 30 is mounted therein. This main body 1 is attached to a fixed member such as a building by means of a section 2 at the bottom of the main body. [0014] Further, the rotating shaft 5 protruding from the main body 1 is rotatably supported by a bearing (not shown), etc., and an arm member 10 is attached to the end thereof. A spline or serrations 9 are formed at the end of the rotating shaft 5, and a serration hole 10c that engages with the serrations 9 is formed in the boss portion 10a of the arm member 10. This arm member 10 is engaged with the serrations 9 and fixed with a nut 11. Further, a mounting portion 10b is formed at the distal end of the arm member 10, and the arm member 10 is connected to the piping side of a large object via the mounting portion 10b. [0015] When the arm member 10 is attached to the rotation shaft 5, by shifting the engagement with the serrations 9 one tooth at a time, the arm member 10 can be set at any angle with respect to the rotation shaft 5, that is, with respect to the link 3. It is configured so that it can be installed on. [0016] The vibration damping device of the second embodiment of the present invention configured as described above is arranged near the piping 12 as shown in FIG. 6, the main body 1 is attached to the wall 14 of the building, and the arm member 10 is connected to the piping 12 side via a clamp 13 or the like. In the event of an earthquake, pipe 12
When the arm member 10 vibrates, the arm member 10 rotates back and forth, and accordingly, the rotation shaft 5, the link 3, and the brake shoe 4 rotate back and forth, and the friction member 6 at the end of the brake shoe 4 touches the inner wall surface of the main body. slide. A large damping force is obtained by the friction loss caused by this sliding, the so-called braking effect. This braking effect can be exerted even if the vibration is small and the rotation shaft 5 rotates only slightly. Furthermore, if the vibration is large and cannot be suppressed by the above-mentioned braking effect alone, the vibration is transmitted by the collision part 32 provided on the inner wall surface of the main body 1 to the damper 31 made of an elastoplastic member installed on the outer wall of the link 3. It is effectively absorbed by the plastic deformation (shear deformation) of the member. [0017] Also, like the previous embodiment, the vibration damping device of this embodiment has a short length in the axial direction, and can be installed in a narrow place. It is easy to install because its mounting angle can be set freely. [0018] Note that the elastic-plastic member constituting the damper 31 is attached to the main body 19 rotation shaft 5. Link 3. A material with a lower yield stress than the material of the brake shoes 4 and the metal spring 7 is better as a plastic damper, but in this case as well, lead-based materials may be used as in the previous embodiment. can. [00191 FIGS. 7 and 8 show a modification of the installation of the vibration damping device of the present invention. In FIG. 7, the device main body 1 is installed near a bent part of a pipe, etc., and two arm parts 10 are connected to the pipe 12 in both the horizontal and vertical directions in the figure from one vibration damping device.
It is constructed by making it stand out. [00201 In addition, FIG. 8 shows that two sets of links 3, rotating shafts 5, brake shoes 4, etc. housed in the main body 1 are provided independently, and arm parts 10.20 are made to protrude from both sides of the main body 1. It is something. In other words, functionally two damping devices can be combined into one.
It is housed in one main body 1. According to such a modification, vibrations of pipes extending in different directions can be damped in a narrow space and with a small number of damping devices. Note that the present invention is not limited to the embodiments described above, and can be implemented with various modifications without departing from the gist thereof. [00211] [Effects of the Invention] As explained above, the vibration damping device of the present invention is small and can be installed even in a narrow installation space, and a large vibration suppressing force can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

【図1】本発明の制振装置の一実施例を示す外観組立図
FIG. 1 is an external assembly diagram showing an embodiment of a vibration damping device of the present invention.

【図2】図1におけるx−X線断面図。FIG. 2 is a sectional view taken along the line XX in FIG. 1;

【図3】本発明の制振装置の設置例を示す断面図。FIG. 3 is a sectional view showing an installation example of the vibration damping device of the present invention.

【図4】本発明の制振装置の変形例を示す外観組立図。FIG. 4 is an external assembly diagram showing a modification of the vibration damping device of the present invention.

【図5】図4におけるy−y線断面図。FIG. 5 is a cross-sectional view taken along the line y-y in FIG. 4.

【図6】本発明の制振装置の設置例を示す断面図。FIG. 6 is a sectional view showing an installation example of the vibration damping device of the present invention.

【図7】本発明の制振装置の設置例の変形例を示す断面
図。
FIG. 7 is a sectional view showing a modification of the installation example of the vibration damping device of the present invention.

【図8】本発明の制振装置の設置例の変形例を示す断面
図。
FIG. 8 is a sectional view showing a modification of the installation example of the vibration damping device of the present invention.

【符号の説明】 1  本体 3  リンク 4  ブレーキシュー 5  回動軸 6  摩擦部材 7  ばね 31 ダンパー 32 衝突部[Explanation of symbols] 1 Main body 3 Link 4 Brake shoes 5 Rotation axis 6 Friction member 7 Spring 31 Damper 32 Collision part

【図6】[Figure 6]

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】本体と、この本体に対して回動自在に取り
付けられる回動軸と、この回動軸の回動に応じて回動す
る弾塑性部材からなるダンパーと、前記本体に取り付け
られ前記ダンパーが回動したときに衝突する衝突部と、
から構成されることを特徴とする制振装置。【請求項2
】前記回動軸の回動に応じて回動し、かつ回動時に前記
本体と接触する摩擦部材を有したブレーキシューをさら
に備えて構成されることを特徴とする請求項1に記載の
制振装置。
Claims 1: A main body, a rotation shaft rotatably attached to the main body, a damper made of an elastic-plastic member that rotates in response to rotation of the rotation shaft, and a damper attached to the main body. a collision part that collides when the damper rotates;
A vibration damping device comprising: [Claim 2
12. The brake according to claim 1, further comprising a brake shoe that rotates in accordance with the rotation of the rotation shaft and has a friction member that comes into contact with the main body during rotation. Shaking device.
JP2400235A 1990-12-03 1990-12-03 Vibration damping device Pending JPH04210135A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2400235A JPH04210135A (en) 1990-12-03 1990-12-03 Vibration damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2400235A JPH04210135A (en) 1990-12-03 1990-12-03 Vibration damping device

Publications (1)

Publication Number Publication Date
JPH04210135A true JPH04210135A (en) 1992-07-31

Family

ID=18510146

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2400235A Pending JPH04210135A (en) 1990-12-03 1990-12-03 Vibration damping device

Country Status (1)

Country Link
JP (1) JPH04210135A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100448786B1 (en) * 2001-12-19 2004-09-16 현대자동차주식회사 variable inertia type torsional vibration damper
KR100448787B1 (en) * 2001-12-19 2004-09-16 현대자동차주식회사 variable inertia type torsional vibration damper
CN109083975A (en) * 2017-06-13 2018-12-25 上海蔚来汽车有限公司 The isolation mounting of power mechanism and electric car comprising the isolation mounting

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100448786B1 (en) * 2001-12-19 2004-09-16 현대자동차주식회사 variable inertia type torsional vibration damper
KR100448787B1 (en) * 2001-12-19 2004-09-16 현대자동차주식회사 variable inertia type torsional vibration damper
CN109083975A (en) * 2017-06-13 2018-12-25 上海蔚来汽车有限公司 The isolation mounting of power mechanism and electric car comprising the isolation mounting

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