JPH03134338A - Damping device - Google Patents
Damping deviceInfo
- Publication number
- JPH03134338A JPH03134338A JP26901989A JP26901989A JPH03134338A JP H03134338 A JPH03134338 A JP H03134338A JP 26901989 A JP26901989 A JP 26901989A JP 26901989 A JP26901989 A JP 26901989A JP H03134338 A JPH03134338 A JP H03134338A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- vibrating body
- slider
- ball
- slide
- 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
Links
Landscapes
- Transmission Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は構造物等の制振装置に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a vibration damping device for structures and the like.
制振対象である構造物等に付設し、振動体を駆動して構
造物等の制振を行なう従来の制振装置には、第8図に示
すようにレール21上を車輪ρで支持した振動体1をシ
リンダ方式の加振機nで往復駆動する装置や第9図に示
すように、モータ冴の回転をラック25a、ピニオン2
5b、などで往復直線運動に変えて駆動する装置等があ
った。A conventional vibration damping device that is attached to a structure, etc. to be damped and drives a vibrating body to damp the structure, etc. has a vibration damping device that is mounted on a rail 21 supported by wheels ρ, as shown in Fig. 8. As shown in FIG. 9, there is a device for reciprocating the vibrating body 1 using a cylinder-type vibrator n, and a rack 25a and a pinion 2 for rotating the motor.
5b, etc., there were devices that changed the drive to reciprocating linear motion.
上記従来の制振装置には解決すべき次の課題があった。 The conventional vibration damping device described above had the following problems to be solved.
即ち、水平全方向の制振に効果を得るため罠は。In other words, the trap is effective in damping vibrations in all horizontal directions.
直交する2方向に振動体を駆動する必要があるが。It is necessary to drive the vibrating body in two orthogonal directions.
従来の制振装置の制振効果は、設置されたレールやラッ
クの1方向に限られるという問題があった。Conventional vibration damping devices have a problem in that the damping effect is limited to one direction of the installed rail or rack.
本発明は上記課題の解決手段として、制振対象である構
造物に対し水平運動可能に保持された振動体と、同振動
体側にナツト部を設けられそれに螺合するねじ軸を上記
構造物側に設けられ水平方向に相互に高低差を有して直
交する複数のボールねじと、同ボールねじを回転し上記
構造物の振動周期に応じて上記振動体を往復移動させる
モータとを具備してなることを特徴とする制振装置を提
供しようとするものである。As a solution to the above problems, the present invention includes a vibrating body that is held horizontally movable with respect to a structure to be damped, and a screw shaft that is provided with a nut portion on the side of the vibrating body and is screwed into the nut portion on the side of the structure. A plurality of ball screws are provided in the structure and are orthogonal to each other with height differences in the horizontal direction, and a motor that rotates the ball screws and reciprocates the vibrating body according to the vibration cycle of the structure. It is an object of the present invention to provide a vibration damping device characterized by the following characteristics.
本発明は上記のように構成されるので次の作用を有する
。Since the present invention is configured as described above, it has the following effects.
即ち、構造物に水平運動可能に保持された振動体にボー
ルねじのナツト部を設け、これに螺合するねじ軸を構造
物側に設けて構造物の振動周期に応じ、振動体が往復移
動するよう七−夕でボールねじな回転させるため、振動
体の往復移動と構造物の振動とが同調する。従って構造
物の振動と振動体の往復移動との位相なズラすことによ
って構造物の制振が得られる。また、ボールねじは直交
方向に複数設けるので、平面方向の如何なる振動も制振
できる。In other words, a ball screw nut is provided on a vibrating body that is horizontally movable in a structure, and a screw shaft that is screwed into the nut is provided on the structure so that the vibrating body moves back and forth according to the vibration period of the structure. Since the ball screw is rotated at Tanabata so that the reciprocating movement of the vibrating body and the vibration of the structure are synchronized. Therefore, the vibration of the structure can be damped by shifting the phase between the vibration of the structure and the reciprocating movement of the vibrating body. Further, since a plurality of ball screws are provided in orthogonal directions, any vibration in the plane direction can be suppressed.
本発明の第1実施例を第1図により説明する。 A first embodiment of the present invention will be described with reference to FIG.
図において、索体la及び1bによって構造物01から
多段振り子状に吊り下げられた振動体1の底部を(りぬ
き、(りぬき穴1cを設けてそこにスライド治具9を組
み込む。なお(りぬき穴ICは貫通させてもよい。振動
体1とスライド治具9の摺動部には、摩擦係数の小さい
物体あるいは、スライドするガイド11が介在し、スラ
イド治具9の下端は、ユニバーサルジヨイント10を介
して、スライダ2と結合されている。スライダ2の中は
、ビーム3が平面2方向に上下には位置をかわして、水
平面では直交して摺動可能に貫通し【いる。スライダ2
とビーム3との摺動部には、摩擦係数の小さい物体ある
いは、スライドするガイド11が介在している。ビーム
30両端には、ボールねじ4のナツト部4bが取り付け
られ、ボールねじ4のねじ軸4aがその中を螺合9貫通
している。ボールねじ4のねじ軸4aは、軸受5によっ
て構造物側に支持されている。ねじ軸4aの一方の端部
には、ギヤ7が取り付いており、つなぎ軸8に設けられ
たギヤ7とかみ合っている。つなぎ軸8はモータ6に回
転可能に直結している。In the figure, the bottom of the vibrating body 1 suspended from the structure 01 in a multi-stage pendulum shape by the cables la and 1b is drilled out, a hole 1c is provided, and the slide jig 9 is installed therein. The drilled hole IC may be passed through.An object with a small friction coefficient or a sliding guide 11 is interposed between the sliding part of the vibrating body 1 and the slide jig 9, and the lower end of the slide jig 9 is a universal It is connected to a slider 2 via a joint 10. Inside the slider 2, a beam 3 passes through the slider 2 so as to be able to shift vertically in two plane directions and to be orthogonal in a horizontal plane. Slider 2
An object with a small friction coefficient or a sliding guide 11 is interposed in the sliding portion between the beam 3 and the beam 3. A nut portion 4b of a ball screw 4 is attached to both ends of the beam 30, and a screw shaft 4a of the ball screw 4 is threaded through the nut portion 4b. The screw shaft 4a of the ball screw 4 is supported by a bearing 5 on the structure side. A gear 7 is attached to one end of the screw shaft 4a, and meshes with a gear 7 provided on a connecting shaft 8. The connecting shaft 8 is rotatably directly connected to the motor 6.
ここで2図示しないコンピュータあるいは、制御機から
の指令で、モータ6がつなぎ軸8を駆動すると、ギヤ7
を介して、ボールねじ4が回わされ、それにセットされ
ているナツト部4bがボールねじ4方向に移動する。同
時に、それに付いているビーム3がスライダ2を動かし
、スライダ2は。Here, when the motor 6 drives the connecting shaft 8 in response to a command from a computer or controller (not shown), the gear 7
, the ball screw 4 is rotated, and the nut portion 4b set thereon moves in the direction of the ball screw 4. At the same time, the beam 3 attached to it moves the slider 2;
ユニバーサルジヨイント10.スライド9治具9を介し
て、振動体lを駆動する。この移動は構造物の振動周期
に合わせ、かつ、半周期ズラして行なわれる。この結果
、振動体の往復運動のエネルギーが構造物の振動エネル
ギーを相殺し、構造物が制振される。本実施例では、振
動体lは、多段振り子状に吊り下げられているため水平
方向に動(とわずかではあるが上下方向の動きも生じる
。この上下動はスライド9治具9が上下にスライドする
ことにより吸収できる。また多段振り子の製作誤差など
により、振動体1は、水平方向に動(と9回転を伴うこ
とがありうる。この回転は、スライド治具9の下端のユ
ニバ−サルジョインド10によって吸収できる。Universal joint 10. Via the slide 9 jig 9, the vibrating body 1 is driven. This movement is performed in accordance with the vibration period of the structure and with a shift of half a period. As a result, the energy of the reciprocating motion of the vibrating body cancels out the vibration energy of the structure, and the structure is damped. In this embodiment, the vibrating body 1 is suspended in a multi-stage pendulum shape, so it moves in the horizontal direction (and also slightly moves in the vertical direction. This vertical movement is caused by the slide 9 jig 9 sliding up and down. Also, due to manufacturing errors in the multi-stage pendulum, the vibrating body 1 may move in the horizontal direction (9 rotations). can be absorbed by
また、直交する2方向の駆動は、スライダ2とビーム3
が、直交するそれぞれの方向にスライドするため、平面
内の何れの方向にも同等に作用し。In addition, the drive in two orthogonal directions is performed by the slider 2 and the beam 3.
slides in each orthogonal direction, so it acts equally in any direction within the plane.
かつ同等の効果を奏する。and have the same effect.
第2図は、第1図(a)におけるスライド治具9を振動
体1の底面に付設した第2実施例の図である。FIG. 2 is a diagram of a second embodiment in which the slide jig 9 shown in FIG. 1(a) is attached to the bottom surface of the vibrating body 1.
スライド9治具9は摩擦係数の小さい物体あるいはスラ
イド9するガイド11とそれを保持する筒状の金具12
よって、振動体1に取り付られる。本実施例ではスライ
ド治具9の下端のユニバーサルジョイン)10とスライ
ダ2は、定荷重で切断する安全装置13を介して結合さ
れており、誤動作、故障等により異常な荷重が作用した
場合は、ここで振動体1とスライダ2とを切り離すこと
により、駆動側の構成を保護する。なお、この安全装置
13は、金具12と振動体1との間に設置してもよい。Slide 9 Jig 9 is an object with a small friction coefficient or a guide 11 for sliding 9 and a cylindrical metal fitting 12 for holding it.
Therefore, it is attached to the vibrating body 1. In this embodiment, the universal joint 10 at the lower end of the slide jig 9 and the slider 2 are connected via a safety device 13 that disconnects with a constant load.If an abnormal load is applied due to malfunction or failure, etc. By separating the vibrating body 1 and the slider 2 here, the structure on the drive side is protected. Note that this safety device 13 may be installed between the metal fitting 12 and the vibrating body 1.
本実施例によれば、第1図(a)に示すくりぬき穴1c
を穿設する必要がないので施工が容易になるという利点
がある。According to this embodiment, the hollow hole 1c shown in FIG.
It has the advantage of being easier to construct since there is no need to drill holes.
第3図は、第1図(a)における振動体1とスライダ2
を直結し、振動体1の上下動、傾斜をビーム3の端部と
ボールねじ4のナツト部4bの間に設けた上下スライド
機構によって吸収する構成とした第3実施例の図である
。14はスライド機構を構成するスライド0ガイド、1
5は同じくレールをそれぞれ示している。田は、ビーム
3が振動体1の傾斜につられて傾いたときに生じる長さ
の変化を吸収するスライド部である。なお、スライドガ
イド14゜レール15は、ビーム3の一端に複数取りつ
けてもよい。Figure 3 shows the vibrating body 1 and slider 2 in Figure 1(a).
FIG. 3 is a view of a third embodiment in which the vertical movement and inclination of the vibrating body 1 are absorbed by a vertical slide mechanism provided between the end of the beam 3 and the nut portion 4b of the ball screw 4. 14 is a slide 0 guide that constitutes the slide mechanism; 1
Similarly, numerals 5 and 5 each indicate a rail. The column is a sliding portion that absorbs a change in length that occurs when the beam 3 is tilted due to the inclination of the vibrating body 1. Note that a plurality of slide guides 14° rails 15 may be attached to one end of the beam 3.
第4図は、第1図(a)におけるビーム3の周囲をスラ
イダ2が直接摺動せずに、スライダ2に取り付けたスラ
イドガイド14がビーム3に取り付けたレール15上を
スライドするよう構成した第4実施例の図である。この
実施例ではビーム3がスライダ2の中を通らず外を通る
ので大きな駆動力を必要とする場合に、ビーム3を大き
くできるという利点がある。なお、スライドガイ)”1
4. レール15を一方向に複数個つけてもよい。FIG. 4 shows a configuration in which the slider 2 does not directly slide around the beam 3 in FIG. 1(a), but a slide guide 14 attached to the slider 2 slides on a rail 15 attached to the beam 3. It is a figure of a 4th example. In this embodiment, the beam 3 passes outside the slider 2 rather than inside it, so there is an advantage that the beam 3 can be made larger when a large driving force is required. In addition, slide guy)”1
4. A plurality of rails 15 may be provided in one direction.
第5図は、第1図(b)における工方向のボールねじ4
の駆動をモータ6.2台で行なう第5実施例の図である
。本実施例では、モータ6は、減速機あるいは増速機1
6と、過大なトルクですべりを生じ駆動系を保護するト
ルクリミッタ17を介して。Figure 5 shows the ball screw 4 in the working direction in Figure 1(b).
FIG. 5 is a diagram of a fifth embodiment in which the drive is performed by 6.2 motors. In this embodiment, the motor 6 is a speed reducer or a speed increaser 1.
6, and a torque limiter 17 that protects the drive system by causing slippage due to excessive torque.
ボールねじ4を駆動しくいる。なお、つなぎ軸8は左右
のボールねじ4間の同期性が十分であれば省略すること
もできる。また、モータ6は、さらに増してボールねじ
4を1本当り複数台で駆動することもできる。The ball screw 4 is driven. Note that the connecting shaft 8 can be omitted if the synchronization between the left and right ball screws 4 is sufficient. Further, the motor 6 can further drive a plurality of ball screws 4.
第6図は、第1図(b)におけるビーム3の両端にボー
ルねじ4を配置せずに片端のみに配置したものを2組づ
つ設けた第6実施例の図である。本実施例によればねじ
軸4aを節減できるという利点がある。FIG. 6 is a diagram of a sixth embodiment in which the ball screws 4 are not arranged at both ends of the beam 3 in FIG. 1(b), but are arranged only at one end, two sets each. This embodiment has the advantage that the number of screw shafts 4a can be reduced.
第7図は、第3図(a)における振動体1を多段振り千
秋に吊らずに、ボール18により、構造物側のベース1
9に乗せて水平面内で任意の方向に往復動可能に構成し
た第7実施例の図である。本実施例によれば、構成が単
純となるという利点がある。FIG. 7 shows how the vibrating body 1 shown in FIG. 3(a) is not suspended in a multi-stage swing, but the base 1 on the structure side is
9 is a diagram of a seventh embodiment configured to be able to reciprocate in any direction within a horizontal plane by being placed on a bicycle. This embodiment has the advantage that the configuration is simple.
以上、第1〜第7実施例では振動体1を索体1a+1b
で多段に吊下げる例、ボール18に載置する例でそれぞ
れ説明したが、振動体1の保持手段は上記2例に限定さ
れるものではなく2発明の目的を逸脱しない範囲で如何
ような手段が用いられてもよ−1゜
以上の通り、第1〜第7実施例によれば振動体1を構造
物の水平方向における任意の向きの振動に対応して往復
移動させ、最適同調させて、入力エネルギーと振動エネ
ルギーを相殺させることができるので構造物の振動を効
果的に制振できるという利点がある。As described above, in the first to seventh embodiments, the vibrating body 1 is the cable body 1a+1b.
Although the example in which the vibrating body 1 is suspended in multiple stages and the example in which it is placed on the ball 18 have been described, the means for holding the vibrating body 1 is not limited to the above two examples, and any means may be used without departing from the purpose of the invention. According to the first to seventh embodiments, the vibrating body 1 is moved back and forth in response to the vibration of the structure in an arbitrary direction in the horizontal direction, and is optimally tuned. Since input energy and vibration energy can be canceled out, there is an advantage that the vibration of the structure can be effectively suppressed.
〔発明の効果〕
本発明は上記のように構成されるので次の効果を有する
。[Effects of the Invention] Since the present invention is configured as described above, it has the following effects.
即ち、直焚2方向に配置したボールねじをモータで駆動
することにより構造物に保持した振動体を水平全方向に
、構造物の振動に同調して往復移動でき、構造物の全方
向の振動に対し、制振効果が得られる。In other words, by driving a ball screw placed in two direct firing directions with a motor, a vibrating body held in a structure can be moved back and forth in all horizontal directions in synchronization with the vibration of the structure, and the vibration of the structure in all directions can be reduced. However, a damping effect can be obtained.
第1図は本発明の第1実施例の図で、(a)は縦断面図
、(b)は(a)のb−b矢視断面(平面)図、第2図
は第1図(a)に対応して示した本発明の第2実施例の
図、第3図は本発明の第3実施例の図で(alは第1図
(a)に対応して示した図、(b)は仏)のb−b矢視
図、第4図は第1図(a)に対応して示した本発明の第
4実施例の図、第5図は第1図(b)に対応して示した
本発明の第5実施例の図、第6図は第1図(b)に対応
して示した本発明の第6実施例の図、第7図は第3図体
)に対応して示した本発明の第7実施例の図、第8図は
従来例の側面図、第9図は別の従来例の側面図である。
1・・・振動体、 2・・・スライダ、 3・・・
ビーム。
4・・・ボールねじ、 4a・・・ねじ軸、 4b
・・・ナツト部。
5・・・軸受、 6・・・モータ、 7・・・
ギヤ。
8・・・つなぎ軸、 9・・・スライド治具
。
10・・・ユニバーサルジ1インド911・・・ガイド
。
12・・・金具、13・・・安全装置、14・・・スラ
イドガイド。
15・・・レール、16・・・増速機(あるいは減速機
)。
17・・・トルクリミッタ、18・・・ボール、 19
・・・ベース。
四・・・スライド部。FIG. 1 is a diagram of a first embodiment of the present invention, in which (a) is a longitudinal cross-sectional view, (b) is a cross-sectional (plan) view taken along the line bb in (a), and FIG. Figure 3 is a diagram of the third embodiment of the present invention shown corresponding to Figure 1 (a), b) is a bb arrow view of France), Fig. 4 is a view of the fourth embodiment of the present invention shown corresponding to Fig. 1(a), and Fig. 5 is a view corresponding to Fig. 1(b). FIG. 6 is a diagram of the sixth embodiment of the present invention shown correspondingly to FIG. 1(b), and FIG. 7 is a diagram of the third embodiment of the present invention shown correspondingly to FIG. FIG. 8 is a side view of a conventional example, and FIG. 9 is a side view of another conventional example. 1... Vibrating body, 2... Slider, 3...
beam. 4...Ball screw, 4a...Screw shaft, 4b
...Natsuto club. 5...Bearing, 6...Motor, 7...
gear. 8... Connecting shaft, 9... Slide jig. 10... Universal Ji 1 India 911... Guide. 12...Metal fittings, 13...Safety device, 14...Slide guide. 15...Rail, 16...Speed up gear (or speed reducer). 17...Torque limiter, 18...Ball, 19
···base. 4. Slide part.
Claims (1)
振動体と、同振動体側にナット部を設けられそれに螺合
するねじ軸を上記構造物側に設けられ水平方向に相互に
高低差を有して直交する複数のボールねじと、同ボール
ねじを回転し上記構造物の振動周期に応じて上記振動体
を往復移動させるモータとを具備してなることを特徴と
する制振装置。A vibrating body is held horizontally movable with respect to the structure to be damped, and a nut is provided on the vibrating body side, and a screw shaft that is screwed into the nut is provided on the structure side, and the height difference between them in the horizontal direction is provided. 1. A vibration damping device comprising: a plurality of ball screws that are perpendicular to each other; and a motor that rotates the ball screws and moves the vibrating body back and forth in accordance with the vibration cycle of the structure.
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1269019A JP2706331B2 (en) | 1989-10-18 | 1989-10-18 | Damping device |
NZ235423A NZ235423A (en) | 1989-10-18 | 1990-09-24 | Dynamic damper which absorbs building vibration in any horizontal direction |
CA002026351A CA2026351C (en) | 1989-10-18 | 1990-09-27 | Dynamic damper and method for detecting malfunction of a dynamic damper |
CA002188959A CA2188959C (en) | 1989-10-18 | 1990-09-27 | Dynamic damper and method for detecting malfunction of a dynamic damper |
AU63713/90A AU629405B2 (en) | 1989-10-18 | 1990-09-28 | Dynamic damper and method for detecting malfunction of a dynamic damper |
US07/591,554 US5168967A (en) | 1989-10-18 | 1990-10-01 | Dynamic damper and method for detecting malfunction of dynamic damper |
DE69018774T DE69018774T2 (en) | 1989-10-18 | 1990-10-04 | Dynamic damper and method for determining the malfunction of a dynamic damper. |
EP90250252A EP0428239B1 (en) | 1989-10-18 | 1990-10-04 | Dynamic damper and method for detecting malfunction of a dynamic damper |
HK12897A HK12897A (en) | 1989-10-18 | 1997-02-05 | Dynamic damper and method for detecting malfunction of a dynamic damper |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1269019A JP2706331B2 (en) | 1989-10-18 | 1989-10-18 | Damping device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03134338A true JPH03134338A (en) | 1991-06-07 |
JP2706331B2 JP2706331B2 (en) | 1998-01-28 |
Family
ID=17466548
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1269019A Expired - Lifetime JP2706331B2 (en) | 1989-10-18 | 1989-10-18 | Damping device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2706331B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05106705A (en) * | 1991-10-17 | 1993-04-27 | Takeshi Yanagisawa | Two-dimensional motion mechanism |
EP0740141A3 (en) * | 1995-04-27 | 1997-11-19 | Doryokuro Kakunenryo Kaihatsu Jigyodan | Electromagnetic rotary vibration for rotary body and damper using the same rotary body |
JP2010106880A (en) * | 2008-10-28 | 2010-05-13 | Ohbayashi Corp | Damper |
JP2014132201A (en) * | 2006-09-21 | 2014-07-17 | Shimizu Corp | Vibration reduction mechanism and its specification setting method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6159036A (en) * | 1984-08-29 | 1986-03-26 | Mitsubishi Electric Corp | Vibration controller |
JPS62268478A (en) * | 1986-05-16 | 1987-11-21 | 鹿島建設株式会社 | Earthquakeproof method of building |
-
1989
- 1989-10-18 JP JP1269019A patent/JP2706331B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6159036A (en) * | 1984-08-29 | 1986-03-26 | Mitsubishi Electric Corp | Vibration controller |
JPS62268478A (en) * | 1986-05-16 | 1987-11-21 | 鹿島建設株式会社 | Earthquakeproof method of building |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05106705A (en) * | 1991-10-17 | 1993-04-27 | Takeshi Yanagisawa | Two-dimensional motion mechanism |
EP0740141A3 (en) * | 1995-04-27 | 1997-11-19 | Doryokuro Kakunenryo Kaihatsu Jigyodan | Electromagnetic rotary vibration for rotary body and damper using the same rotary body |
JP2014132201A (en) * | 2006-09-21 | 2014-07-17 | Shimizu Corp | Vibration reduction mechanism and its specification setting method |
JP2010106880A (en) * | 2008-10-28 | 2010-05-13 | Ohbayashi Corp | Damper |
Also Published As
Publication number | Publication date |
---|---|
JP2706331B2 (en) | 1998-01-28 |
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