JPH05256047A - Vibration damper - Google Patents

Vibration damper

Info

Publication number
JPH05256047A
JPH05256047A JP8499192A JP8499192A JPH05256047A JP H05256047 A JPH05256047 A JP H05256047A JP 8499192 A JP8499192 A JP 8499192A JP 8499192 A JP8499192 A JP 8499192A JP H05256047 A JPH05256047 A JP H05256047A
Authority
JP
Japan
Prior art keywords
vibration
shaft
cross fitting
suspension arm
shafts
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.)
Granted
Application number
JP8499192A
Other languages
Japanese (ja)
Other versions
JP3084905B2 (en
Inventor
Tamotsu Murata
保 村田
Masao Arai
征夫 新井
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP04084991A priority Critical patent/JP3084905B2/en
Publication of JPH05256047A publication Critical patent/JPH05256047A/en
Application granted granted Critical
Publication of JP3084905B2 publication Critical patent/JP3084905B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To firmly settle a drive device oscillating a vibration-damping body without influences by the oscillating displacement of the vibration-damper. CONSTITUTION:A vibration damper 5 is suspended in the upper construction member 1a of a support structure 1 by a first metal cross 2 to be freely movable through a suspension arm 4. And an actuation lever 10 is suspended by a metal cross 3 to be freely movable at the adjacent position of the first metal cross 2. The actuation lever 10 is movable together with the suspension arm 4. The axes of respective metal crosses 2, 3 in the different directions from each other are moved up and down by the drive device to oscillate the vibration damper 5.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は吊り橋のタワー、超高層
ビルディング、タワー、鉄塔等の構造物の上部に取り付
けてこれら構造物の風荷重(空気力)による振動や、地
震による振動振幅を抑えて早期に振動を減衰させるため
に用いる制振装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is attached to the upper part of a structure such as a tower of a suspension bridge, a super high-rise building, a tower, a steel tower, etc. to suppress the vibration of these structures due to wind load (aerodynamic force) and the vibration amplitude due to an earthquake. The present invention relates to a vibration damping device used to quickly damp vibrations.

【0002】[0002]

【従来の技術】この種制振装置として、構造物に与えら
れた揺れエネルギーを単振子の原理を応用して錘りの運
動エネルギーに変え、それを効率よく減衰することによ
り構造物の振動を少なくすることができるようにしたも
のが種々提案されている。
2. Description of the Related Art As this type of vibration damping device, the vibration energy applied to a structure is converted into the kinetic energy of a weight by applying the principle of a simple pendulum, and the vibration of the structure is efficiently damped. Various proposals have been made to reduce the number.

【0003】上記単振子の原理を応用した制振装置は、
図4及び図5に一例を示す如く、支持架構aの上部から
制振体(錘り)bを吊りアームcによりクロスヒンジd
を介して揺動自在に吊り下げ、且つ上記制振体bと支持
架構aの側部との間に、駆動装置として、それぞれ前後
方向(Y方向)と左右方向(X方向)にシリンダe,f
を介在設置した構成としてある。
A damping device applying the principle of the above simple pendulum,
As shown in an example in FIGS. 4 and 5, a vibration damper (weight) b is suspended from an upper part of the support frame a by a suspension arm c and cross hinges d.
It is oscillatably suspended via a cylinder e, between the damping body b and the side portion of the support frame a as a drive device in the front-rear direction (Y direction) and the left-right direction (X direction), respectively. f
It is configured to intervene.

【0004】かかる制振装置においては、制振体bの吊
り点にクロスヒンジdを用いているので、構造物の揺れ
に対して90度位相をずらして前後、左右のいずれの方
向へも単弦振動を行うことができ、この際、シリンダ
e,fにより制振体bの振動を減衰させることにより、
構造物の前後、左右方向の揺れを速かに抑えることがで
きるものである。
In such a vibration damping device, since the cross hinge d is used at the suspension point of the vibration damping body b, the phase is shifted by 90 degrees with respect to the vibration of the structure, and the vibration is unidirectionally moved in both front and rear and left and right directions. String vibration can be performed. At this time, by damping the vibration of the vibration damper b by the cylinders e and f,
It is possible to quickly suppress the front-back and left-right sway of the structure.

【0005】[0005]

【発明が解決しようとする課題】ところが、シリンダ
e,fにより制振体bを直接押し引きする方式とした上
記従来の制振装置の場合、制振体bの揺動には上下方向
の変位を含むことから、シリンダe,fは上下方向に直
接追従して変位できなければならないと共に、図5の二
点鎖線で示す如く、制振体bの揺動方向が前後、左右に
組み合わされたときには、シリンダe,fは斜め方向へ
も直接追従して変位できなければならないので、シリン
ダe,fの取付部にはすべてユニバーサル支持が必要で
あって構造が複雑化する問題があり、又、上記の如く、
シリンダe,fは上下方向、斜め方向に変位することか
ら、正確なストローク制御が困難であり、シリンダe,
fを前後、左右方向に向けて設置することから、装置全
体平面スペースが大きくなる問題がある。
However, in the case of the above-described conventional vibration damping device in which the vibration damping body b is directly pushed and pulled by the cylinders e and f, the vibration damping body b swings in the vertical direction. Therefore, the cylinders e and f must be able to be displaced by directly following in the vertical direction, and as shown by the chain double-dashed line in FIG. At times, since the cylinders e and f must be able to be displaced by directly following each other even in an oblique direction, universal mounting is required for all the mounting portions of the cylinders e and f, and there is a problem that the structure becomes complicated. As mentioned above
Since the cylinders e and f are displaced vertically and diagonally, it is difficult to control the stroke accurately.
Since f is installed in the front-rear direction and the left-right direction, there is a problem that the entire plane space of the apparatus becomes large.

【0006】因に、制振体を前後、左右方向に配したね
じ軸に沿わせて移動させる型式もあるが、この場合に
も、制振体の上下方向の変位を吸収させるためのスライ
ド機構等が必要となって、やはり構造が複雑化する問題
がある。
There is also a type in which the vibration damper is moved along the screw shafts arranged in the front-rear direction and the left-right direction, but in this case as well, a slide mechanism for absorbing the vertical displacement of the vibration damper. However, there is a problem that the structure becomes complicated.

【0007】そこで、本発明は、制振体の揺動変位に影
響を受けることなく駆動装置を固定設置できるようにし
て、構造の簡略化と正確な揺動ストローク制御を可能と
し、且つ装置全体の平面スペースを小さくすることがで
きるようにしようとするものである。
In view of this, the present invention enables the drive device to be fixedly installed without being affected by the swing displacement of the vibration-damping body, thereby simplifying the structure and allowing accurate swing stroke control, and the entire device. It is intended to be able to reduce the plane space of.

【0008】[0008]

【課題を解決するための手段】本発明は、上記課題を解
決するために、二軸が直交する構造の第1十字金具と第
2十字金具を、それぞれ同一直線上に同じ向きに配置し
て、互いに向きの異なる一方の軸側を、支持架構を構成
する上部構造材に支持させ、上記第1十字金具の他方の
軸に、吊りアームを介して制振体を揺動自在に吊り下
げ、上記第2十字金具の他方の軸に、作動レバーを揺動
自在に吊り下げて、該作動レバーと上記吊りアームとを
連動可能に連結し、且つ上記第1十字金具と第2十字金
具の上記各他方の軸を上下方向へ回動変位させるための
駆動装置を上記支持架構にそれぞれ設置した構成とす
る。
In order to solve the above problems, the present invention arranges a first cross fitting and a second cross fitting having a structure in which two axes are orthogonal to each other on the same straight line and in the same direction. , One of the shafts having different directions is supported by an upper structural member that constitutes a support frame, and the vibration damping body is swingably hung on the other shaft of the first cross fitting through a suspension arm. An operating lever is swingably suspended on the other shaft of the second cross fitting so that the working lever and the suspension arm are interlockingly coupled, and the first cross fitting and the second cross fitting are connected to each other. A driving device for rotationally displacing the other shaft in the vertical direction is installed on each of the support frames.

【0009】[0009]

【作用】制振体が十字金具により揺動自在に吊られてい
るため、構造物の前後、左右方向の揺れが速かに抑えら
れる。この際、制振体の揺動は、十字金具の軸を上下方
向へ回動させることにより得られるので、軸を上下方向
へ回動させるための駆動装置は、制振体の揺動変位の影
響を受けることはない。
[Operation] Since the vibration control body is suspended by the cross fitting so that it can swing freely, swinging of the structure in the front-rear and left-right directions can be quickly suppressed. At this time, since the vibration of the vibration damper is obtained by vertically rotating the shaft of the cross fitting, the drive device for rotating the shaft in the vertical direction is designed to move the vibration displacement of the vibration damper. It will not be affected.

【0010】[0010]

【実施例】以下、本発明の実施例を図面を参照して説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0011】図1乃至図3は本発明の一実施例を示すも
ので、上部構造材1aと側部構造材1bとから組み立て
た枠組構造の支持架構1内の中央上部に、前後軸2aと
左右軸2bを有する第1十字金具2を配置して、一方の
軸である上記左右軸2b側を上記上部構造材1aに支持
させると共に、他方の軸である上記前後軸2aに、吊り
アーム4を介して制振体(錘り)5を吊り下げ、且つ上
記前後軸2aの一端部を延長して、該延長端に、上記左
右軸2bを中心とする円弧のセクタギヤ6を取り付け、
該セクタギヤ6にピニオン7を噛合させ、該ピニオン7
を、側部構造材1bに固設した架台8上の駆動装置であ
るモータ9の軸に取り付け、該モータ9の駆動でピニオ
ン7を回転させることにより、セクタギヤ6の移動を介
し前後軸2aを左右軸2bを支点に回動させて、制振体
5を吊りアーム4を介して前後方向(Y方向)へ揺動駆
動させられるようにする。
FIGS. 1 to 3 show an embodiment of the present invention, in which a front and rear shaft 2a is provided at the upper center of a supporting frame 1 of a frame structure assembled from an upper structural member 1a and a side structural member 1b. The first cross fitting 2 having the left and right shafts 2b is arranged so that the left and right shafts 2b, which are one of the shafts, are supported by the upper structural member 1a, and the front and rear shafts 2a, which are the other shafts, support the suspension arm 4 The vibration damping body (weight) 5 is hung through the one end of the front-rear shaft 2a, and the arc-shaped sector gear 6 centered on the left-right shaft 2b is attached to the extended end.
A pinion 7 is meshed with the sector gear 6, and the pinion 7
Is attached to the shaft of a motor 9 which is a drive device on a pedestal 8 fixed to the side structural member 1b, and the pinion 7 is rotated by the drive of the motor 9 to move the front-rear shaft 2a through the movement of the sector gear 6. The left and right shafts 2b are rotated about a fulcrum so that the vibration damper 5 can be swingably driven in the front-rear direction (Y direction) via the suspension arm 4.

【0012】又、上記第1十字金具2の左右軸2b方向
の延長線上の位置に、前後軸3aと左右軸3bを有する
第2十字金具3を配置して、一方の軸である上記前後軸
3a側を上記上部構造材1aに支持させ、他方の軸であ
る上記左右軸3bに作動レバー10を吊り下げると共
に、該作動レバー10の下端と上記吊りアーム4とを左
右方向に配した連結部材としてのリンク11にて枢着連
結して、作動レバー10が左右軸3bを支点に上記吊り
アーム4と一体に前後方向へ揺動させられるようにし、
且つ上記左右軸3bの一端部を延長して、該延長端に、
上記前後軸3aを中心とする円弧のセクタギヤ12を取
り付け、該セクタギヤ12にピニオン13を噛合させ、
該ピニオン13を、側部構造材1bに固設した架台14
上の駆動装置であるモータ15の軸に取り付け、該モー
タ9の駆動でピニオン13を回転させることにより、セ
クタギヤ12の移動を介して左右軸3bを前後軸3aを
支点に回動させ、左右軸3bの回動力を作動レバー10
からリンク11を介して吊りアーム4に伝えて、制振体
5を左右方向(XY方向)へ揺動させられるようにす
る。なお、図中16は構造物を示す。
Further, a second cross fitting 3 having a front and rear shaft 3a and a left and right shaft 3b is arranged at a position on an extension line of the first cross fitting 2 in the direction of the left and right shafts 2b, and one of the front and rear shafts is formed. 3a side is supported by the upper structural member 1a, the operating lever 10 is hung on the other side of the left and right shafts 3b, and the lower end of the operating lever 10 and the hanging arm 4 are arranged in the left-right direction. So that the actuating lever 10 can be swung in the front-rear direction integrally with the suspension arm 4 about the left-right shaft 3b as a fulcrum.
Moreover, one end of the left and right shaft 3b is extended to the extended end,
A sector gear 12 having an arc centered on the front-rear shaft 3a is attached, and a pinion 13 is meshed with the sector gear 12,
A pedestal 14 in which the pinion 13 is fixedly mounted on the side structural member 1b.
It is attached to a shaft of a motor 15 which is an upper drive device, and the pinion 13 is rotated by driving the motor 9, whereby the left and right shafts 3b are rotated about the front and rear shafts 3a as a fulcrum via the movement of the sector gear 12. Turning lever 3b actuates lever 10
To the suspension arm 4 via the link 11 so that the vibration damper 5 can be swung in the left and right directions (XY directions). In addition, 16 in a figure shows a structure.

【0013】上記構成とした制振装置が構造物16の頂
部に設置してある状態において、地震、あるいは、空気
力等により構造物16に、たとえば、前後方向の揺れが
発生すると、図示しない揺れ検知センサーで検知される
ことにより、その検知信号に基づきモータ9が所定方向
に駆動されてピニオン7が回転させられ、該ピニオン7
と噛合するセクタギヤ6が上下方向へ移動させられるた
め、第1十字金具2の前後軸2aが左右軸2bを支点に
回動させられ、その結果、前後軸2aに吊りアーム4を
介して吊り下げられた制振体5が左右軸2bを支点とし
て前後方向に単弦振動する如く揺動させられる。したが
って、この際、制振体5の揺動が構造物16の揺れに対
して90度位相がずれるようにアクティブに反復運動さ
せることにより構造物16の前後方向の揺れが効果的に
減衰させられる。
If the structure 16 is installed on the top of the structure 16 and an earthquake or an aerodynamic force causes the structure 16 to shake in the front-rear direction, for example, a shake (not shown) When detected by the detection sensor, the motor 9 is driven in a predetermined direction based on the detection signal to rotate the pinion 7, and the pinion 7 is rotated.
Since the sector gear 6 that meshes with the vertical movement is moved in the vertical direction, the front-rear shaft 2a of the first cross fitting 2 is rotated around the left-right shaft 2b as a fulcrum, and as a result, the front-rear shaft 2a is suspended by the suspension arm 4 via the suspension arm 4. The vibration damper 5 thus swung is swung so as to vibrate in the front-rear direction by a single string with the left and right shafts 2b as fulcrums. Therefore, at this time, the rocking of the vibration damping body 5 is actively repeated so that the phase of the vibration of the vibration damping body 5 is 90 degrees out of phase with the rocking of the structure 16, whereby the rocking of the structure 16 in the front-rear direction is effectively damped. ..

【0014】一方、構造物16に左右方向の揺れが発生
した場合には、同様に、モータ15が駆動され、その駆
動力がピニオン13、セクタギヤ12、第2十字金具3
の左右軸3bに伝えられることによって該左右軸3bに
吊られた作動アーム10が前後軸3aを支点に回動させ
られ、その回動力がリンク11から吊りアーム4に伝え
られることになるため、制振体5を第1十字金具2の前
後軸2aを支点に構造物16の揺れに対して90度位相
をずらして左右方向へ単弦振動させることにより、構造
物16の左右方向の揺れが効果的に減衰させられる。
On the other hand, when the structure 16 sways in the left-right direction, the motor 15 is driven in the same manner, and the driving force thereof is driven by the pinion 13, the sector gear 12, and the second cross fitting 3.
By being transmitted to the left and right shafts 3b, the operating arm 10 suspended by the left and right shafts 3b is rotated about the front and rear shafts 3a, and the rotational power is transmitted from the link 11 to the suspension arm 4. By vibrating the damper 5 in the left-right direction with the front-rear axis 2a of the first cross member 2 as a fulcrum and shifting the phase of the structure 16 by 90 degrees with respect to the vibration of the structure 16, the structure 16 is shaken in the left-right direction. Effectively damped.

【0015】このように、本発明においては、支持架構
1の上部構造材1aに支持させた第1十字金具2に吊り
アーム4を介して吊り下げ支持させた制振体5を、モー
タ9,15の駆動で軸2a,3bを上下方向へ回動させ
ることにより前後、左右方向に揺動させることができる
ため、水平方向のあらゆる方向の揺れに対処することが
できる。
As described above, in the present invention, the damping body 5 suspended and supported by the first cross fitting 2 supported by the upper structural member 1a of the support frame 1 via the suspension arm 4 is connected to the motor 9, Since the shafts 2a and 3b can be swung in the up-down direction and the left-right direction by driving the shaft 15 in the vertical direction, swing in any horizontal direction can be dealt with.

【0016】上記において、モータ9及び15でピニオ
ン7及び13を回転させてセクタギヤ6及び12を移動
させ、第1十字金具2の前後軸2a及び第2十字金具3
の左右軸3bを上下方向へ回動させることによって制振
体5を揺動させるようにしてあるため、駆動装置として
の上記モータ9,15を支持架構1に固定設置すること
ができ、これにより、図4及び図5に示した従来装置の
如く、駆動装置としてのシリンダe,fを変位可能に設
置する場合に比して構造が簡単で、しかも制振体5の揺
動ストローク制御も容易且つ正確となる。又、セクタギ
ヤ6,12の円弧半径は任意に選定できるため、シリン
ダ直動方式に比して装置全体の平面スペースを小型化す
ることができる。
In the above, the pinions 7 and 13 are rotated by the motors 9 and 15 to move the sector gears 6 and 12, and the front and rear shafts 2a of the first cross fitting 2 and the second cross fitting 3 are moved.
Since the vibration damping body 5 is swung by vertically rotating the left and right shafts 3b of the motor 3, the motors 9 and 15 as the driving device can be fixedly installed on the support frame 1. The structure is simple as compared with the case where the cylinders e and f as drive devices are displaceably installed as in the conventional device shown in FIGS. 4 and 5, and the swing stroke control of the vibration damper 5 is also easy. And be accurate. Further, since the arc radii of the sector gears 6 and 12 can be arbitrarily selected, the plane space of the entire device can be made smaller than that of the cylinder direct-acting system.

【0017】なお、上記実施例では、十字金具に関し
て、説明の便宜上、前後軸、左右軸なる表現を用いた
が、二軸が平面的に十字に直交している構造であればよ
いこと、又、実施例では、十字金具の軸を上下方向に回
動させるためにモータを用いた場合を示したが、油圧シ
リンダやねじ機構を用いるようにしてもよいこと、その
他本発明の要旨を逸脱しない範囲内において種々変更を
加え得ることは勿論である。
In the above embodiment, the terms "front and rear axis" and "left and right axis" are used for the cross fitting for convenience of description, but it is sufficient if the two axes are two-dimensionally orthogonal to each other in a cross shape. In the embodiment, the case where the motor is used to rotate the shaft of the cross fitting in the vertical direction has been shown, but a hydraulic cylinder or a screw mechanism may be used, and other aspects of the invention are not deviated. It goes without saying that various changes can be made within the range.

【0018】[0018]

【発明の効果】以上述べた如く、本発明の制振装置によ
れば、第1十字金具に吊り下げ支持させた制振体の吊り
アームと第2十字金具に吊り下げ支持させた作動レバー
とを連動可能に連結し、第1十字金具と第2十字金具の
互いに異なる向きの軸を駆動装置によって上下方向へ回
動させることにより、制振体を揺動駆動できるようにし
たので、制振体の揺動変位に影響を受けずに駆動装置を
固定設置でき、これにより簡単な構造で制振体の揺動ス
トロークを正確にコントロールすることができて、構造
物に作用する前後、左右方向の揺れを速かに抑えること
ができ、且つ装置全体の平面スペースを小さく設計する
ことができる、等の優れた効果を発揮する。
As described above, according to the vibration damping device of the present invention, the suspension arm of the vibration damping body suspended and supported by the first cross fitting and the operation lever suspended and supported by the second cross fitting. Since the shafts of the first cross fitting and the second cross fitting are pivotally moved in the vertical direction by the drive device, the vibration damping body can be rockably driven. The drive unit can be fixedly installed without being affected by the swing displacement of the body, which allows the swing stroke of the vibration damping body to be accurately controlled with a simple structure, and can be applied to the structure in the front-back, left-right direction. It is possible to suppress the swaying of the device quickly and to design the plane space of the entire device to be small.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の制振装置の一実施例の概要を示す正面
図である。
FIG. 1 is a front view showing an outline of an embodiment of a vibration damping device of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】図1の平面図である。FIG. 3 is a plan view of FIG.

【図4】従来の制振装置の一例を示す概略正面図であ
る。
FIG. 4 is a schematic front view showing an example of a conventional vibration damping device.

【図5】図4の平面図である。FIG. 5 is a plan view of FIG.

【符号の説明】[Explanation of symbols]

1 支持架構 1a 上部構造材 2 第1十字金具 2a 前後軸(他方の軸) 2b 左右軸(一方の軸) 3 第2十字金具 3a 前後軸(一方の軸) 3b 左右軸(他方の軸) 4 吊りアーム 5 制振体 9 モータ(駆動装置) 10 作動レバー 15 モータ(駆動装置) DESCRIPTION OF SYMBOLS 1 Support frame 1a Upper structural material 2 1st cross metal fitting 2a Front-rear shaft (other shaft) 2b Left-right shaft (one shaft) 3 2nd cross metal fitting 3a Front-rear shaft (one shaft) 3b Left-right shaft (other shaft) 4 Suspension arm 5 Damper 9 Motor (driving device) 10 Actuating lever 15 Motor (driving device)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 二軸が直交する構造の第1十字金具と第
2十字金具を、それぞれ同一直線上に同じ向きに配置し
て、互いに向きの異なる一方の軸側を、支持架構を構成
する上部構造材に支持させ、上記第1十字金具の他方の
軸に、吊りアームを介して制振体を揺動自在に吊り下
げ、上記第2十字金具の他方の軸に、作動レバーを揺動
自在に吊り下げて、該作動レバーと上記吊りアームとを
連動可能に連結し、且つ上記第1十字金具と第2十字金
具の上記各他方の軸を上下方向へ回動変位させるための
駆動装置を上記支持架構にそれぞれ設置した構成を有す
ることを特徴とする制振装置。
1. A first cross fitting and a second cross fitting having a structure in which two axes are orthogonal to each other are arranged on the same straight line in the same direction, and one shaft side having a different direction from each other constitutes a supporting frame. The damping member is supported by the upper structural member and oscillated to be swingable on the other shaft of the first cross fitting through a suspension arm, and the operating lever is swung on the other shaft of the second cross fitting. Drive device for freely suspending, connecting the operating lever and the suspension arm in an interlocking manner, and rotationally displacing the other shafts of the first cross fitting and the second cross fitting in the vertical direction. A vibration damping device having a structure in which each of the above is installed on the supporting frame.
JP04084991A 1992-03-09 1992-03-09 Damping device Expired - Lifetime JP3084905B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04084991A JP3084905B2 (en) 1992-03-09 1992-03-09 Damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04084991A JP3084905B2 (en) 1992-03-09 1992-03-09 Damping device

Publications (2)

Publication Number Publication Date
JPH05256047A true JPH05256047A (en) 1993-10-05
JP3084905B2 JP3084905B2 (en) 2000-09-04

Family

ID=13846102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04084991A Expired - Lifetime JP3084905B2 (en) 1992-03-09 1992-03-09 Damping device

Country Status (1)

Country Link
JP (1) JP3084905B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014155977A (en) * 2013-02-15 2014-08-28 Blast Kogyo Kk Blast processing apparatus and blast processing method
JP2016036866A (en) * 2014-08-06 2016-03-22 ブラスト工業株式会社 Blast treatment apparatus and blast treatment method
JP2022097566A (en) * 2018-06-25 2022-06-30 大成建設株式会社 Pendulum type vibration control device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014155977A (en) * 2013-02-15 2014-08-28 Blast Kogyo Kk Blast processing apparatus and blast processing method
JP2016036866A (en) * 2014-08-06 2016-03-22 ブラスト工業株式会社 Blast treatment apparatus and blast treatment method
US9597773B2 (en) 2014-08-06 2017-03-21 Fuji Jukogyo Kabushiki Kaisha Blast treatment device and blast treatment method
JP2022097566A (en) * 2018-06-25 2022-06-30 大成建設株式会社 Pendulum type vibration control device

Also Published As

Publication number Publication date
JP3084905B2 (en) 2000-09-04

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