JPH0586747A - Vibration suppressing device equipped with automatic control mechanism - Google Patents

Vibration suppressing device equipped with automatic control mechanism

Info

Publication number
JPH0586747A
JPH0586747A JP16917991A JP16917991A JPH0586747A JP H0586747 A JPH0586747 A JP H0586747A JP 16917991 A JP16917991 A JP 16917991A JP 16917991 A JP16917991 A JP 16917991A JP H0586747 A JPH0586747 A JP H0586747A
Authority
JP
Japan
Prior art keywords
vibration
detector
signal
magnitude
component
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
JP16917991A
Other languages
Japanese (ja)
Other versions
JP2966146B2 (en
Inventor
Ikuo Shimoda
郁夫 下田
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.)
Oiles Industry Co Ltd
Original Assignee
Oiles Industry Co Ltd
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 Oiles Industry Co Ltd filed Critical Oiles Industry Co Ltd
Priority to JP16917991A priority Critical patent/JP2966146B2/en
Publication of JPH0586747A publication Critical patent/JPH0586747A/en
Application granted granted Critical
Publication of JP2966146B2 publication Critical patent/JP2966146B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To improve reliability by installing a vibration detector for detecting the vibration component, direction judging device for judging the direction of increase/ decrease of the component, level detector for detecting the magnitude of the component, signal generator and a driving device. CONSTITUTION:When vibration generates on a construction because of an earthquake, a vibration detector 110 detects the vibration component as electric signal, and the increase/decrease direction of the detected vibration component is judged as electric signal by a direction judging device 120, and the magnitude is detected by a level detector 130. When the magnitude of the vibration component exceeds a previously set level, the judging device 120 and the detector 130 send each signal into a pulse signal generator 140, which transmits a certain certain driving signal in pulse form into the electromagnets 100A and 100B, and a certain electromagnetic force is applied to an additional weight 3. Then, the structure is applied with a reaction force based on the inertial force of the weight 3 due to the electromagnetic force, and the vibration of the structure is reduced. Accordingly, the driving force or one magnet 100 is reduced by applying a certain driving force little by little onto the weight 3, and reliability can be improved.

Description

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

【0001】A.発明の目的 (1) 産業上の利用分野 この発明は、風や地震等の外力により構造物に生起する
振動を自動制御機構を介して低減する自動振動抑制装置
(制振装置あるいはアクティブマスダンパーともいう)
に関し、更に詳しくは、構造物に付加重錘を移動可能に
取り付け、該付加重錘の慣性力により構造物に作用する
振動を打ち消す方向に反力を与えることにより該振動を
低減するようにした自動振動抑制装置に関する。
A. OBJECT OF THE INVENTION (1) Industrial field of application The present invention is directed to an automatic vibration suppressing device (both a vibration damping device or an active mass damper, which reduces vibration caused in a structure by an external force such as wind or earthquake through an automatic control mechanism). Say)
In more detail, regarding the additional weight, the additional weight is movably attached to the structure, and the inertial force of the additional weight gives a reaction force in a direction of canceling the vibration acting on the structure to reduce the vibration. The present invention relates to an automatic vibration suppressor.

【0002】(2) 従来の技術 このような自動振動抑制装置においては、作動部とし
て、構造物の屋上あるいは適宜階層内にボールベアリン
グや積層ゴム体等の支持手段により移動可能に付加重錘
を取り付け、該付加重錘を油圧シリンダ等からなる加振
器により構造物に作用する振動を打ち消す方向に加振さ
せて振動を低減するようになっている。そして、その制
御部として、構造物に入力する振動を振動検出器によっ
て検出し、該検出した振動を演算処理装置いわゆるコン
ピューターにより振動の大きさ、周波数特性、応答加速
度等を解析した後、構造物の応答が最小となるような付
加重錘への最適加振力ならびに加振方向を算定し、該処
理装置の指令に基づき加振器を駆動し、付加重錘を加振
することにより入力振動を打ち消すようになっている。
(2) Prior Art In such an automatic vibration suppressing device, as an operating part, an additional weight is movably provided on the roof of a structure or in an appropriate floor by a supporting means such as a ball bearing or a laminated rubber body. The vibration is reduced by attaching the additional weight and by vibrating the additional weight in a direction in which the vibration acting on the structure is canceled by a vibrating device such as a hydraulic cylinder. Then, as the control unit, the vibration input to the structure is detected by the vibration detector, and the detected vibration is analyzed by the arithmetic processing unit, so-called computer, for the magnitude of the vibration, the frequency characteristic, the response acceleration, etc. The optimum vibration force and vibration direction to the additional weight that minimizes the response of the load are calculated, the vibrator is driven based on the command from the processing device, and the additional weight is excited to input vibration. To cancel.

【0003】しかしながら、従来技術の自動振動抑制装
置によれば、予想される入力振動の最大値に対して加振
器の設計を行うため、例えば油圧シリンダでは、高出力
を必要とするためシリンダ自体が大容量となり、かつ、
高いレスポンス性を必要とするため、油圧シリンダに油
圧を給するための油圧源も大容量で高出力のものが必要
とされる。また、高精度の制御装置が必要とされるた
め、演算処理装置を構成する電子部品の経年変化による
劣化、外乱による制御装置へのノイズの発生、加振器の
トラブル等の予期せぬ外的要因によって、付加重錘が構
造物と共振し逆に振動を助長するおそれがあるなど、シ
ステム全体の信頼性に問題がある。
However, according to the automatic vibration suppressing device of the prior art, since the vibration exciter is designed for the maximum value of the expected input vibration, for example, a hydraulic cylinder requires a high output, and therefore the cylinder itself. Has a large capacity, and
Since high responsiveness is required, a hydraulic power source for supplying hydraulic pressure to the hydraulic cylinder is also required to have a large capacity and high output. In addition, because a high-precision control device is required, deterioration of electronic components that make up the arithmetic processing device due to aging, noise to the control device due to disturbance, trouble with the shaker, and other unexpected external factors Depending on the factor, there is a problem in the reliability of the entire system that the additional weight may resonate with the structure and promote vibration on the contrary.

【0004】(3) 発明が解決しようとする課題 本発明は、上記実情に鑑み、従来の自動振動抑制装置の
ように複雑な構成を採らず、簡単な構造で、かつ小さな
駆動源で優れた制振性能を発揮するとともに、信頼性の
高い自動振動抑制装置を得ることを目的とする。
(3) Problem to be Solved by the Invention In view of the above situation, the present invention is excellent in a simple structure and a small drive source without adopting a complicated structure as in the conventional automatic vibration suppressing device. The purpose of the present invention is to obtain a highly reliable automatic vibration suppressing device that exhibits vibration damping performance.

【0005】B.発明の構成 (1) 問題点を解決するための手段 本発明の振動抑制装置は上記目的を達成するため、次の
技術的手段を採る。すなわち、付加重錘の慣性力を利用
し構造物に作用する振動を打ち消す方向に反力を与える
ことにより該構造物に作用する振動を低減するようにし
た振動抑制装置において、構造物に作用する振動の加速
度、速度、変位のうち少なくとも1つの振動成分を検出
する振動検出器と;前記振動検出器によって検出された
振動成分の増減方向を判別する方向判別器と;前記振動
検出器によって検出された振動成分の大きさを検出する
レベル検出器と;前記レベル検出器によって検出された
振動成分の大きさが所定のレベルを越えた時、パルス状
に一定レベルの駆動信号を発生させる信号発生器と;前
記信号発生器から発生したパルス駆動信号によって起動
され、該起動により前記付加重錘に対して前記方向判別
器によって判別された振動成分の方向とは逆方向に反力
を与える駆動装置と;からなることを特徴とする。
B. Configuration of the Invention (1) Means for Solving Problems The vibration suppressing device of the present invention adopts the following technical means in order to achieve the above object. That is, in the vibration suppressing device configured to reduce the vibration acting on the structure by applying the reaction force in the direction of canceling the vibration acting on the structure using the inertial force of the additional weight, the vibration suppressing device acts on the structure. A vibration detector that detects at least one vibration component of vibration acceleration, velocity, and displacement; a direction discriminator that determines the increase / decrease direction of the vibration component detected by the vibration detector; and a direction detector that is detected by the vibration detector. A level detector for detecting the magnitude of the vibration component; and a signal generator for generating a constant level drive signal in a pulse form when the magnitude of the vibration component detected by the level detector exceeds a predetermined level. And; the direction of the vibration component started by the pulse drive signal generated from the signal generator, and the vibration component determined by the direction determiner with respect to the additional weight by the activation. The driving device for providing a reaction force in the opposite direction; characterized by comprising the.

【0006】上記構成において、付加重錘は、構造物の
持つ一次固有周期に比べ十分に長い周期を持つようにば
ね、ローラーもしくは吊り下げ部材等によって支持さ
れ、構造物の持つ一次固有周期が2秒程度の時は、通常
4〜6秒程度の周期に設定される。また、その駆動装置
は、電流発生器から発生される電流によって生ずる駆動
力を利用して付加重錘に慣性力を与えるもので、電磁石
やリニヤモーター油圧シリンダ、空圧シリンダ、カム装
置等が使用される。
In the above structure, the additional weight is supported by a spring, a roller, a suspension member, or the like so as to have a period sufficiently longer than the primary natural period of the structure, and the primary natural period of the structure is 2 When the time is about second, the cycle is usually set to about 4 to 6 seconds. In addition, the drive device uses the driving force generated by the current generated by the current generator to apply an inertial force to the additional weight, and an electromagnet, a linear motor hydraulic cylinder, a pneumatic cylinder, a cam device, etc. are used. To be done.

【0007】(2) 作用 地震により構造物に大きな振動が作用すると、振動検出
器においてはこの振動を検知し、振動成分を電気信号と
して検出する。検出された振動成分は、方向判別器によ
って振動成分の増減方向が判別され、また、レベル検出
器によって振動成分の大きさが検出される。該レベル検
出器によって検出された振動成分の大きさが、予め設定
されたレベルを越えると、レベル検出器よりパルス電流
発生器へ信号が送られるとともに方向判別器より該パル
ス発生器に振動成分の増減方向が信号として送られる。
この両信号により、パルス信号発生器は駆動装置に直接
もしくは出力増幅器を介してパルス状の一定の駆動信号
を送信し、該駆動信号により駆動装置は、付加重錘にパ
ルス状の一定の駆動力を与える。該駆動力により、構造
物に付加重錘の慣性力に基づく反力が与えられ、構造物
の振動は低減される。
(2) Action When a large vibration acts on a structure due to an earthquake, the vibration detector detects this vibration and detects the vibration component as an electric signal. The direction discriminator determines the increasing / decreasing direction of the vibration component of the detected vibration component, and the level detector detects the magnitude of the vibration component. When the magnitude of the vibration component detected by the level detector exceeds a preset level, a signal is sent from the level detector to the pulse current generator and the direction discriminator detects the vibration component to the pulse current generator. The increasing / decreasing direction is sent as a signal.
With both of these signals, the pulse signal generator sends a pulsed constant driving signal to the driving device directly or via the output amplifier, and the driving device causes the driving device to apply a constant pulsed driving force to the additional weight. give. The driving force gives a reaction force to the structure based on the inertial force of the additional weight, and the vibration of the structure is reduced.

【0008】(3) 実施例 本発明の自動振動抑制装置の実施例を図面に基づいて説
明する。図1及び図2はその一実施例の自動振動抑制装
置を示す。
(3) Embodiment An embodiment of the automatic vibration suppressing device of the present invention will be described with reference to the drawings. FIG. 1 and FIG. 2 show an automatic vibration suppressor of one embodiment thereof.

【0009】(実施例の構成)この自動振動抑制装置S
は、制振装置部1と、検知処理部2とからなり、制振部
1は付加重錘3を主体とし、この付加重錘3を駆動する
作動機構を含み、検知処理部2は入力振動の検知とその
信号処理をなし、制振装置部1の作動機構へ駆動信号を
送る。
(Structure of Embodiment) This automatic vibration suppressing device S
Is composed of a vibration damping device unit 1 and a detection processing unit 2. The vibration damping unit 1 mainly includes an additional weight 3 and includes an operating mechanism for driving the additional weight 3, and the detection processing unit 2 receives an input vibration. Is detected and its signal processing is performed, and a drive signal is sent to the operating mechanism of the vibration damping device section 1.

【0010】以下、各部の構成を詳述する。制振装置部1 制振装置部1においては、四角箱状をなすケーシング1
0は、平板状の底板11と四角枠状の外枠体12と上蓋
13とから所定の剛性をもって構成され、内部に収容空
間を存し、底板11をもって構造物の床部に固定され
る。そして、このケーシング10の外枠体12内に該外
枠体12の相対向する二辺に固設された縦置き板ばね部
材15及び他の二辺に固設された横置き板ばね部材16
を介して外枠体12と相似の内枠体17が配される。該
内枠体17も剛性を保つ。縦置き板ばね15は中枠体1
7を移動自在に支持する機能を有し、横置き板ばね16
はその横剛性により一方向のみの移動を許す。本実施例
では縦置き板ばね15は相対向する板ばね要素が二枚一
組で配されているが、同一方向に並べても機能上何ら変
わりなく、また、横置き板ばね16も各辺に2枚配され
ているが、枚数に限定されるものではない。
The configuration of each section will be described in detail below.Vibration control device section 1  In the vibration damping device unit 1, a casing 1 having a rectangular box shape
Reference numeral 0 denotes a flat plate-shaped bottom plate 11, a rectangular frame-shaped outer frame body 12 and an upper lid.
It has a certain rigidity from 13 and the
Fixed to the floor of the structure with the bottom plate 11
It Then, in the outer frame 12 of the casing 10,
Longitudinal leaf springs fixed to two opposite sides of the frame body 12
Material 15 and horizontal leaf spring member 16 fixed to the other two sides
An inner frame body 17 similar to the outer frame body 12 is arranged via the. The
The inner frame 17 also maintains rigidity. The vertical leaf spring 15 is the middle frame 1
7 has a function of movably supporting the horizontal leaf spring 16
Allows its movement in only one direction due to its lateral rigidity. Example
In the vertical leaf spring 15, two leaf spring elements facing each other are provided.
Although they are arranged as a set, there is no functional change even if they are arranged in the same direction.
There are also two horizontal leaf springs 16 on each side.
However, the number is not limited.

【0011】そして、この内枠体17内に同じく該内枠
体17の相対向する二辺に固設された縦置き板ばね部材
19及び他の二辺に固設された横置き板ばね部材20を
介して直方体状の重錘部3が配されている。縦置き板ば
ね部材19及び横置き板ばね部材20の機能並びにその
設置態様は前記した板ばね部材15,16のそれに準じ
る。図から判るように、縦置きばねの15と19、及び
横置き板ばねの16と20とは、互いには直交状に配さ
れる。
A vertical leaf spring member 19 fixed to the two opposite sides of the inner frame body 17 and a horizontal leaf spring member fixed to the other two sides of the inner frame body 17 are also provided. A rectangular parallelepiped weight portion 3 is arranged via 20. The functions of the vertically-placed leaf spring member 19 and the horizontally-placed leaf spring member 20 and their installation modes are the same as those of the leaf spring members 15 and 16 described above. As can be seen from the figure, the vertical springs 15 and 19 and the horizontal leaf springs 16 and 20 are arranged orthogonally to each other.

【0012】しかして、この構成により、内枠体17は
平面上の一方向(図におけるY方向)に移動が許容さ
れ、重錘部3は内枠体17に対して他の方向(図におけ
るX方向)の移動が許容されるので、全体としてX−Y
平面の全方向に自由に変位が許容される。更に、内枠体
17及び重錘部3は板ばねにより支持され規制されるの
で、その移動は極めて小さな力で行うことができる特性
を有する。
With this construction, however, the inner frame body 17 is allowed to move in one direction on the plane (Y direction in the drawing), and the weight portion 3 moves in the other direction with respect to the inner frame body 17 (in the drawing). Since movement in the X direction) is allowed, X-Y as a whole
Displacement is allowed in all directions of the plane. Further, since the inner frame body 17 and the weight portion 3 are supported and regulated by the leaf spring, the movement thereof can be performed with an extremely small force.

【0013】22は減衰部であり、重錘部3の上面に凹
設された凹部23と、ケーシング10の上蓋13に取付
けられた支持棒24の下端の円板状の抵抗板25と、凹
部23内に充填される粘性流体Lと、からなる。凹部2
3の底面と抵抗板25の下面とは所定の間隔sに保持さ
れ、両者間に介装する粘性流体Lにより生ずる粘性抵抗
をもって重錘部3の振動を減衰させる。
Reference numeral 22 denotes a damping portion, which is a recessed portion 23 provided in the upper surface of the weight portion 3, a disc-shaped resistance plate 25 at the lower end of a support rod 24 attached to the upper lid 13 of the casing 10, and a recessed portion. 23 and the viscous fluid L filled in. Recess 2
The bottom surface of 3 and the lower surface of the resistance plate 25 are held at a predetermined distance s, and the vibration of the weight portion 3 is damped by viscous resistance generated by the viscous fluid L interposed therebetween.

【0014】100はこの制振装置部1に装備される作
動機構としての駆動装置であり、電磁石の態様を採り、
外枠体12と内枠体17との間に配され内枠体17をY
方向に駆動する1次電磁石100Aと、内枠体17と重
錘3との間に配され重錘3をX方向に駆動する2次電磁
石100Bとからなる。それぞれの電磁石100A,1
00Bは重錘部3の中心を挟んで相対向して2個1組と
して配される。また、各電磁石100は、一対の極10
0a,100bが相対向して配され、同極体よりなり、
通電に伴い反撥力を生ずる。一対の電磁アクチュエータ
100は同時に通電されることがなく、一方の通電は他
方の非通電となる。この電磁アクチュエータ100は検
知処理部2、特には後記する信号増幅器と電気配線を介
して電気的に接続される。
Reference numeral 100 denotes a driving device as an operating mechanism equipped in the vibration damping device section 1, which takes the form of an electromagnet.
It is arranged between the outer frame body 12 and the inner frame body 17, and the inner frame body 17 is
The primary electromagnet 100A is driven in the direction, and the secondary electromagnet 100B arranged between the inner frame 17 and the weight 3 drives the weight 3 in the X direction. Each electromagnet 100A, 1
00B are arranged as a set of two facing each other with the center of the weight portion 3 interposed therebetween. Further, each electromagnet 100 has a pair of poles 10.
0a and 100b are arranged opposite to each other and are made of homopolar bodies,
Repulsive force is generated with energization. The pair of electromagnetic actuators 100 are not energized at the same time, and energization of one energizes the other. The electromagnetic actuator 100 is electrically connected to the detection processing unit 2, particularly to a signal amplifier described later, via electric wiring.

【0015】制振装置部1は、その固有周期に基づき横
揺れを起す構造物の振動の腹部に設置される。
The vibration damping device section 1 is installed at the antinode of the vibration of a structure that causes rolling on the basis of its natural period.

【0016】検知処理部2 検知処理部2においては、110は振動検出器であり、
(構造物内に配され)、(地盤に配され)、構造物に入
力する振動の加速度、速度、変位等の振動成分のうち1
または2以上の振動成分を検出し、電圧等の電気信号と
して時間経過とともに取り出す。これらの振動成分は2
軸方向に分解され、各々の軸成分として検知される。振
動検出器110によって検出された上記振動成分信号は
符号判別器120及びレベル検出器130に送られる。
[0016]Detection processing unit 2  In the detection processing unit 2, 110 is a vibration detector,
(Distributed in the structure), (distributed in the ground), put in the structure
1 of vibration components such as acceleration, velocity, and displacement of the applied vibration
Alternatively, it detects two or more vibration components and uses them as electrical signals such as voltage.
And take out over time. These vibration components are 2
It is decomposed in the axial direction and detected as each axial component. Shaking
The vibration component signal detected by the motion detector 110 is
It is sent to the code discriminator 120 and the level detector 130.

【0017】符号判別器120では、振動成分のそれぞ
れの座標軸(X,Y)での正負すなわち方向を判定す
る。また、レベル検出器130では絶対値において、振
動成分の一定レベルを越える成分のみを取り出し、それ
以下のものはカットする。
The sign discriminator 120 determines whether the vibration component is positive or negative, that is, the direction on each coordinate axis (X, Y). Further, the level detector 130 takes out only the component of the vibration component that exceeds a certain level in absolute value, and cuts the component below it.

【0018】140はパルス信号発生器であり、レベル
検出器130から出力される信号に基づいて、その信号
が持続する間、パルス状に一定レベルの駆動信号(通常
には電流パルス)を発生させる。該パルス駆動信号は大
きさが一定で単位時間に所定数のパルスを出力する。こ
の信号発生器140においては、また、符号判別器12
0の信号を受けて、各電磁アクチュエータ100(本実
施例では4)への電流の切換えがなされる。出力増幅器
150は必要があれば設置され、信号発生器140から
の出力信号を増幅し、該増幅信号を電磁石100に送
る。
Reference numeral 140 denotes a pulse signal generator, which generates a drive signal (usually a current pulse) of a constant level in a pulse form based on the signal output from the level detector 130 while the signal is maintained. .. The pulse drive signal has a constant magnitude and outputs a predetermined number of pulses per unit time. In the signal generator 140, the code discriminator 12 is also used.
In response to the signal of 0, the current is switched to each electromagnetic actuator 100 (4 in this embodiment). The output amplifier 150 is installed if necessary, amplifies the output signal from the signal generator 140, and sends the amplified signal to the electromagnet 100.

【0019】(実施例の作用・効果)このように構成さ
れた本実施例の自動振動抑制装置Sは次のように作動す
る。今、地震あるいは風荷重等の外力が構造物に作用
し、構造物に振動が生起すると、振動検出器110にお
いてはこの振動を2軸方向に分けて検知し、振動成分を
電気信号として検出する。検出された2軸方向の振動成
分は、増減方向判別器120によって振動成分の方向が
判別され、また、レベル検出器130によって振動成分
の大きさが検出される。該レベル検出器130によって
検出された振動成分の大きさが、予め設定されたレベル
を越えると、レベル検出器130よりパルス信号発生器
140へと信号が送られるとともに方向判別器120よ
り該パルス信号発生器140に振動成分の方向が信号と
して送られる。該両信号により、パルス信号発生器14
0は各電磁石100A,100Bに出力増幅器150を
介してパルス状の一定レベルの駆動信号をレベル検出器
130での信号持続時間にわたって送る。該駆動信号に
より各電磁石100A、100Bは、それぞれ付加重錘
3のX方向、Y方向にパルス状の一定の電磁力を与え
る。該電磁力により、構造物に付加重錘3の慣性力に基
づく反力が与えられ、構造物の振動は低減される。更
に、本自動振動抑制装置の制振装置部1には減衰部22
が付加されているので、慣性力に伴う重錘部3の過度の
移動を防止することができる。
(Operation / Effect of Embodiment) The automatic vibration suppressing device S of the present embodiment thus constructed operates as follows. Now, when an external force such as an earthquake or wind load acts on the structure and vibration occurs in the structure, the vibration detector 110 detects this vibration in two axial directions and detects the vibration component as an electric signal. .. With respect to the detected vibration components in the two axial directions, the direction of the vibration component is discriminated by the increase / decrease direction discriminator 120, and the magnitude of the vibration component is detected by the level detector 130. When the magnitude of the vibration component detected by the level detector 130 exceeds a preset level, a signal is sent from the level detector 130 to the pulse signal generator 140 and the pulse signal is sent from the direction discriminator 120. The direction of the vibration component is sent to the generator 140 as a signal. A pulse signal generator 14 is generated by the both signals.
0 sends a pulsed constant level drive signal to each electromagnet 100A, 100B via the output amplifier 150 for the signal duration in the level detector 130. By the drive signal, the electromagnets 100A and 100B give a constant pulsed electromagnetic force to the additional weight 3 in the X and Y directions, respectively. Due to the electromagnetic force, a reaction force based on the inertial force of the additional weight 3 is applied to the structure, and the vibration of the structure is reduced. Further, the damping unit 22 is provided in the vibration damping unit 1 of the automatic vibration suppressing device.
Is added, it is possible to prevent the weight unit 3 from excessively moving due to inertial force.

【0020】このように、本実施例の自動制御機構付き
振動抑制装置によれば、入力振動の方向と大きさのみ検
出し、入力振動の大きさが所定レベルを越えた時、入力
振動の大きさに係わりなく、入力振動の方向とは逆方向
に付加重錘3にパルス状の一定の電磁駆動力を当該入力
振動の持続時間にわたって小刻みに付与するようにした
ので、電磁石100の駆動力が小さくてすみ、従って駆
動源が小さく、かつ簡単な構造でよく、信頼性の向上を
図ることができる。
As described above, according to the vibration suppressing device with the automatic control mechanism of the present embodiment, only the direction and the magnitude of the input vibration are detected, and when the magnitude of the input vibration exceeds the predetermined level, the magnitude of the input vibration is detected. Regardless of this, a constant pulsed electromagnetic driving force is applied to the additional weight 3 in the direction opposite to the direction of the input vibration in small increments over the duration of the input vibration. Since it is small, a driving source is small, and a simple structure is sufficient, and reliability can be improved.

【0021】なお、本実施例では、重錘部3を縦置き板
ばねで支持したが、転動支持体で支持する態様を採るこ
とができる。この場合、円球体(ボールベアリング)に
よる水平全方向支持となることは勿論である。
In this embodiment, the weight 3 is supported by the vertically placed leaf spring, but it may be supported by the rolling support. In this case, it goes without saying that horizontal omnidirectional support is provided by a spherical body (ball bearing).

【0022】本発明は上記実施例に限定されたものでは
なく、本発明の基本的技術思想の範囲内で種々設計変更
が可能である。すなわち、以下の態様は本発明の技術範
囲内に包含されるものである。 叙上の実施例では、その制振装置部1は2次元変位を
許容する構造のものとしたが、1軸方向に限定されても
よい。この場合、内枠体17が省略され、外枠体12に
重錘部3が直接採り付けて配することはその一態様であ
る。そして、これに伴い、検知処理部2においてもその
深度検出部110は1軸の検出でよいことは勿論であ
る。
The present invention is not limited to the above embodiment, but various design changes can be made within the scope of the basic technical idea of the present invention. That is, the following aspects are included in the technical scope of the present invention. In the above embodiment, the vibration damping device section 1 has a structure that allows two-dimensional displacement, but it may be limited to one axis direction. In this case, the inner frame body 17 is omitted, and the weight portion 3 is directly attached to the outer frame body 12 and arranged. As a result, the depth detection unit 110 of the detection processing unit 2 may of course detect one axis.

【0023】C.発明の効果 本発明の自動振動抑制装置によれば、入力振動の方向と
大きさのみ検出し、入力振動の大きさが所定レベルを越
えた時、入力振動の大きさに係わりなく、入力振動の方
向とは逆方向に付加重錘にパルス状の一定の駆動力を小
刻みに付与するようにしたので、電磁装置の駆動力源が
小さく、かつ簡単な構造でよく、信頼性の向上を図るこ
とができる。
C. Advantageous Effects of Invention According to the automatic vibration suppressing device of the present invention, only the direction and the magnitude of the input vibration are detected, and when the magnitude of the input vibration exceeds a predetermined level, the input vibration can be detected regardless of the magnitude of the input vibration. Since a constant pulsed driving force is applied in small increments to the additional weight in the direction opposite to the direction, the driving force source of the electromagnetic device is small and a simple structure is sufficient to improve reliability. You can

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

【図1】本発明の自動振動抑制装置の一実施例の全体構
成を示す断面図(図2のI−I線断面図)。
FIG. 1 is a cross-sectional view (cross-sectional view taken along the line I-I in FIG. 2) showing the overall configuration of an embodiment of an automatic vibration suppressing device of the present invention.

【図2】図1のII−II線断面図。FIG. 2 is a sectional view taken along line II-II of FIG.

【符号の説明】[Explanation of symbols]

S…振動抑制装置、3…付加重錘、100…電磁石、1
10…振動検出器、120…符号判別器、130…レベ
ル検出器、140…信号発生器、150…信号増幅器
S ... Vibration suppressor, 3 ... Additional weight, 100 ... Electromagnet, 1
10 ... Vibration detector, 120 ... Sign discriminator, 130 ... Level detector, 140 ... Signal generator, 150 ... Signal amplifier

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 付加重錘の慣性力を利用し構造物に作用
する振動を打ち消す方向に反力を与えることにより該構
造物に作用する振動を低減するようにした振動抑制装置
において、 構造物に作用する振動の加速度、速度、変位のうち少な
くとも1つの振動成分を検出する振動検出器と;前記振
動検出器によって検出された振動成分の増減方向を判別
する方向判別器と;前記振動検出器によって検出された
振動成分の大きさを検出するレベル検出器と;前記レベ
ル検出器によって検出された振動成分の大きさが所定の
レベルを越えた時、パルス状に一定レベルの駆動信号を
発生させる信号発生器と;前記信号発生器から発生した
パルス駆動信号によって起動され、該起動により前記付
加重錘に対して前記方向判別器によって判別された振動
成分の方向とは逆方向に反力を与える駆動装置と;から
なることを特徴とする振動抑制装置の制御機構。
1. A vibration suppressing device configured to reduce a vibration acting on a structure by applying a reaction force in a direction in which a vibration acting on the structure is canceled by utilizing an inertial force of an additional weight. A vibration detector that detects at least one vibration component of acceleration, velocity, and displacement of vibration that acts on the vibration; a direction discriminator that determines the increase / decrease direction of the vibration component detected by the vibration detector; A level detector for detecting the magnitude of the vibration component detected by; a pulse-shaped drive signal having a constant level when the magnitude of the vibration component detected by the level detector exceeds a predetermined level. A signal generator; activated by a pulse drive signal generated from the signal generator, of the vibration component discriminated by the direction discriminator with respect to the additional weight by the activation. Control mechanism of the vibration suppression apparatus, characterized by consisting of: a driving device for providing a reaction force in a direction opposite to the direction.
【請求項2】 信号発生器と駆動装置との間に信号発生
器から発生した出力を増幅する信号増幅器を介装させた
請求項1に記載の振動抑制装置の制御機構。
2. The control mechanism of the vibration suppressing device according to claim 1, wherein a signal amplifier for amplifying an output generated from the signal generator is interposed between the signal generator and the driving device.
JP16917991A 1991-06-14 1991-06-14 Vibration suppressor with automatic control mechanism Expired - Lifetime JP2966146B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16917991A JP2966146B2 (en) 1991-06-14 1991-06-14 Vibration suppressor with automatic control mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16917991A JP2966146B2 (en) 1991-06-14 1991-06-14 Vibration suppressor with automatic control mechanism

Publications (2)

Publication Number Publication Date
JPH0586747A true JPH0586747A (en) 1993-04-06
JP2966146B2 JP2966146B2 (en) 1999-10-25

Family

ID=15881714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16917991A Expired - Lifetime JP2966146B2 (en) 1991-06-14 1991-06-14 Vibration suppressor with automatic control mechanism

Country Status (1)

Country Link
JP (1) JP2966146B2 (en)

Also Published As

Publication number Publication date
JP2966146B2 (en) 1999-10-25

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