JPS6085165A - Vibration control apparatus of structure - Google Patents

Vibration control apparatus of structure

Info

Publication number
JPS6085165A
JPS6085165A JP19194383A JP19194383A JPS6085165A JP S6085165 A JPS6085165 A JP S6085165A JP 19194383 A JP19194383 A JP 19194383A JP 19194383 A JP19194383 A JP 19194383A JP S6085165 A JPS6085165 A JP S6085165A
Authority
JP
Japan
Prior art keywords
vibration
additional weight
actuator
detector
control
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
JP19194383A
Other languages
Japanese (ja)
Other versions
JPH0444061B2 (en
Inventor
古石 喜郎
武藤 浄
木藤良 善久
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.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric 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 Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP19194383A priority Critical patent/JPS6085165A/en
Publication of JPS6085165A publication Critical patent/JPS6085165A/en
Publication of JPH0444061B2 publication Critical patent/JPH0444061B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の技術分野〕 この発明は9例えばビル、アンテナ、原子力の制御盤な
どに代表される構造物の振動を低減する振動制御装置f
関するもので、油圧、空気圧、あるいは電磁力制御によ
る外部エネルギーを利用したサーボ減衰器を提供せんと
するものである。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to a vibration control device f for reducing vibrations of structures such as buildings, antennas, nuclear power control panels, etc.
The present invention aims to provide a servo damper that utilizes external energy controlled by hydraulic pressure, pneumatic pressure, or electromagnetic force.

〔従来技術〕[Prior art]

従来この種の装置として第1図に示すものがあった。図
において、(1)は外力を受けて振動を生ずる構造物で
9例えばビル、アンテナ、原子力の制御盤などである。
A conventional device of this type is shown in FIG. In the figure, (1) is a structure that generates vibration when subjected to an external force, such as a building, an antenna, a nuclear power control panel, etc.

(2)は付加重錘駆動装置、(3)は構造物(1)の振
動を検出する振動検出器で、この例では加速度計、(4
)は振動検出器(3)からの検出信号に基づいて付加重
錘駆動装置(2)を制御する制御回路。
(2) is an additional weight drive device, (3) is a vibration detector that detects the vibration of structure (1), and in this example, an accelerometer, (4
) is a control circuit that controls the additional weight drive device (2) based on the detection signal from the vibration detector (3).

(5)は付加重錘駆動装置(2)の駆動電源である。(5) is a driving power source for the additional weight driving device (2).

第2図は第1図に示す付加重錘駆動装置の一例を示す断
面図である。図において、 (211は付加重錘であシ
、構造物(1)の約1チの質量を有しているのが一般的
である。いはアクチュエータ、(至)は軸受支持台、(
財)は直動軸受、+251は連結棒、■はアクチーエー
タ@の駆動部、@は連結棒彌と駆動部彌を結合するカッ
プリング、@はアクチュエータ@を装着する取付台、@
は軸受支持台(至)および取付台■を固定する架台であ
り一1構造物(1)の床部または天井部に設置される。
FIG. 2 is a sectional view showing an example of the additional weight driving device shown in FIG. 1. In the figure, (211 is an additional weight, which generally has a mass of about 1 inch of the structure (1), or an actuator, (to) a bearing support, (
Goods) is a linear bearing, +251 is a connecting rod, ■ is a drive part of the actuator @, @ is a coupling that connects the connecting rod and drive part, @ is a mounting base for mounting the actuator @, @
This is a frame for fixing the bearing support base (to) and the mounting base (1), and is installed on the floor or ceiling of the structure (1).

次に動作について第1図、第2図をもとに説明する。構
造物(1)が地震あるいは風などの外力を受けて水平方
向に振動すると、この構造物(1)の振動は振動検出器
(3)罠より電気信号として検出される。
Next, the operation will be explained based on FIGS. 1 and 2. When the structure (1) vibrates in the horizontal direction due to an external force such as an earthquake or wind, the vibration of the structure (1) is detected as an electrical signal by a vibration detector (3) trap.

この電気信号を受けた制御回路(4)では、所要の撮動
変位量あるいは振動速度などに変換し、付加重錘駆動装
置(2)の駆動を制御する。
The control circuit (4) that receives this electric signal converts it into a required photographic displacement amount or vibration speed, and controls the driving of the additional weight driving device (2).

すなわち、アクチュエータいは、制御回路(4)からの
制御信号に応じて駆動部(イ)、カップリング節。
That is, the actuator or the drive unit (a) and the coupling node are operated in response to a control signal from the control circuit (4).

および連結棒(ハ)を介して付加重錘(21)を矢印で
示すよりに直線的、振動的に駆動させる。この時1作用
1反作用の法則に基づき、アクチーエータ@で発生した
駆動力は取付台−および架台−を介して構造物(1)に
印加される。この駆動力が構造物(1)の振動に対抗す
るように、以下に説明する原理に基づいて制御回路(4
)の制御動作を設定すると、構造物(1)の振動は極度
に減衰し、振動制御装置としての機能を発揮する。
The additional weight (21) is driven linearly and vibrably as shown by the arrow through the connecting rod (c). At this time, based on the law of one action and one reaction, the driving force generated by the actuator @ is applied to the structure (1) via the mount and the frame. The control circuit (4) is based on the principle explained below so that this driving force counteracts the vibration of the structure (1).
), the vibration of the structure (1) is extremely damped and functions as a vibration control device.

す4セち、この装置の振動低減原理は構造物(1)K強
制力(外力)と制御力とが作用したとき9mを構造物(
1)のモード質量、Cを減衰係数、kを構造物(1)の
バネ定数、Fを外力、Uを制御力、Xを構造物−(1)
の変位として成立する運動方程式m’x+cx +にに
=F−Uを前提とする。
4. The vibration reduction principle of this device is that when the force (external force) and the control force act on the structure (1), the vibration reduction principle is as follows:
1) mode mass, C is the damping coefficient, k is the spring constant of structure (1), F is external force, U is control force, X is structure - (1)
It is assumed that the equation of motion is established as the displacement of m'x+cx + ni = FU.

ここで9例えば構造物(1)の振動加速度讐を検知して
これを速度に、変位Xの信号に変換した後これらの値を
上記運動方程式に適用することにより外力Fを減衰させ
ることのできる最適な制御力U(すなわち、構造物(1
)の振動速度に比例する制御力)を得ている(詳しくは
、特願昭57−41094号出願「振動制御装置」に記
載)。
Here, for example, by detecting the vibration acceleration of the structure (1), converting it into a velocity signal and a displacement X signal, and applying these values to the above equation of motion, the external force F can be attenuated. The optimal control force U (i.e. the structure (1
) is obtained (details are described in Japanese Patent Application No. 57-41094 entitled "Vibration Control Device").

従来の振動制御装置は以上のように構成されているので
、構造物(1)に装着する振動検出器(3)は。
Since the conventional vibration control device is configured as described above, the vibration detector (3) attached to the structure (1).

その取付場所によっては局部的な衝撃外乱によって、取
付部材には局部的な弾性振動が励起される場合もアシ、
状況によってはこの局部的弾性振動を検出することにな
り、この信号によって付加重錘駆動装置(2)は駆動さ
れることになる。このような取付部材あるいは床の局部
的な弾性振動は構造物振動系の固有振動とは本質的に異
なるものであり、振動制御装置の制振の対象とする振動
ではない。したがって、振動検出器(3)の取付場所で
の取付部材の局部的弾性振動が大きなレベルとなシ卓越
すると、構造物111 K対しては制振対象とする振動
以外の制振力を印加する結果となシ9割振性能の低下を
招くばかりか、装置の信頼性に問題を生ずるという欠点
があった。
Depending on the mounting location, local shock disturbances may cause local elastic vibrations to be excited in the mounting member.
Depending on the situation, this local elastic vibration will be detected, and the additional weight drive device (2) will be driven by this signal. Such local elastic vibrations of the mounting member or the floor are essentially different from the natural vibrations of the structural vibration system, and are not the vibrations to be suppressed by the vibration control device. Therefore, if the local elastic vibration of the mounting member at the mounting location of the vibration detector (3) becomes large and prevails, a damping force other than the vibration to be damped is applied to the structure 111K. As a result, not only the allocation performance deteriorates but also the reliability of the device becomes a problem.

〔発明の概要〕[Summary of the invention]

この発明は上記のような従来のものの欠点を除去するた
めKなされたもので、構造物振動系の固有振動数に基づ
く信号を通す帯域フィルタを振動検出器から付加重錘駆
動装置の間に接続し、ノイズを取除くようKすることK
よシ、上記撮動検出器の取付場所での局部的弾性振動の
影響を除去し。
This invention was made in order to eliminate the drawbacks of the conventional ones as described above, and it connects a bandpass filter that passes a signal based on the natural frequency of the vibration system of the structure between the vibration detector and the additional weight drive device. and remove the noise.
Okay, remove the influence of local elastic vibrations at the mounting location of the above-mentioned imaging detector.

高信頼性を有するような振動制御装置を提供することを
目的としている。
It is an object of the present invention to provide a vibration control device having high reliability.

(発明の実施例) 以下、この発明の一実施例を図をもとに説明する。第3
図はこの発明の一実施例による振動検出装置を示す構成
図、第4図はこの発明の一実施例に係わる制御システム
を示す構成図である。図において、(6)は振動検出器
(3)と制御回路(4)との間に設けられ、構造物振動
系の固有振動数に基づく信号を通す帯域フィルタである
。帯域フィルタ(6)のフィルタ範囲は、構造物振動系
の固有振動数の前後10チぐらいに設定するのが好まし
く1例えば構造物振動系の固有振動数が2Hzである場
合のフィルタ範囲は1.8〜2.2 Hzとすればよい
(Embodiment of the Invention) An embodiment of the invention will be described below with reference to the drawings. Third
FIG. 4 is a block diagram showing a vibration detection device according to an embodiment of the present invention, and FIG. 4 is a block diagram showing a control system according to an embodiment of the present invention. In the figure, (6) is a bandpass filter that is provided between the vibration detector (3) and the control circuit (4) and passes a signal based on the natural frequency of the structure vibration system. It is preferable that the filter range of the bandpass filter (6) is set to about 10 inches before and after the natural frequency of the structure vibration system.1For example, when the natural frequency of the structure vibration system is 2Hz, the filter range is 1. The frequency may be 8 to 2.2 Hz.

このように構成された振動制御装置においては。In the vibration control device configured in this way.

振動検出器(3)を装着する構造物(1)の取付部材が
The mounting member of the structure (1) to which the vibration detector (3) is mounted.

突発的な外乱によって局部的な弾性振動を生じ。A sudden disturbance causes local elastic vibration.

この弾性振動成分が構造物全体の振動成分より卓越して
も、帯域フィルタ(6)Kよって振動制御の対象となる
構造物振動系の固有振動成分の大きさのみを抽出するこ
とができるので、固有振動成分に応じた信号が制御回路
(4)K伝送され、付加重錘駆動装置(2)を駆動する
ことKなる。よって、構造物(11K fiその固有振
動に応じた制振力が付与され。
Even if this elastic vibration component is more dominant than the vibration component of the entire structure, the bandpass filter (6) K can extract only the magnitude of the natural vibration component of the structure vibration system that is the object of vibration control. A signal corresponding to the natural vibration component is transmitted to the control circuit (4) to drive the additional weight drive device (2). Therefore, a damping force is applied to the structure (11K fi) according to its natural vibration.

構造物(1)の振動は効果的に低減する。The vibrations of the structure (1) are effectively reduced.

なお、上記実施例では帯域フィルタ(6)を振動検出器
(3)と制御回路(4)との間に設けた場合について説
明したが、制御回路(4)と付加重錘駆動装置(2)の
駆動電源(5)との間に設けてもよく、この場合のフィ
ルタ範囲は9例えば構造物振動系の固有撮動数の前後1
0チに基づく制御信号のみが通過できるように設定する
とよい。
In addition, in the above embodiment, the case where the bandpass filter (6) was provided between the vibration detector (3) and the control circuit (4) was explained, but the control circuit (4) and the additional weight driving device (2) In this case, the filter range is 9, for example, 1 before and after the natural imaging number of the structural vibration system.
It is preferable to set it so that only the control signal based on 0chi can pass.

また、上記実施例では動電型アクチュエータ@を用いた
振動制御装置にこの発明を適用した場合について説明し
たが、油圧型アクチュエータや空気圧型アクチュエータ
を用いた振動制御装置にこの発明を適用してもよく、上
記実施例と同様の効果を奏する。
In addition, although the above embodiment describes the case where the present invention is applied to a vibration control device using an electrodynamic actuator, the present invention may also be applied to a vibration control device using a hydraulic actuator or a pneumatic actuator. In many cases, the same effects as in the above embodiment can be achieved.

〔発明の効果〕〔Effect of the invention〕

以上のように、この発明によれば、構造物振動系の固有
撮動数に基づく信号を通す帯域フィルタを振動検出器か
ら付加重錘駆動装置の間に接続し。
As described above, according to the present invention, a bandpass filter that passes a signal based on the natural imaging frequency of the structure vibration system is connected between the vibration detector and the additional weight drive device.

ノイズを取除くようにしたので、上記振動検出器の取付
場所での局部的弾性振動の影響が除去でき。
Since noise is removed, the influence of local elastic vibrations at the location where the vibration detector is installed can be removed.

高信頼性を有するような振動制御装置が得られるA vibration control device with high reliability can be obtained.

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

第1図は従来の振動制御装置を示す構成図、第2図は第
1図の付加重錘駆動装置の構成を示す断面図、第3図は
この発明の一実施例による振動制御装置を示す構成図、
第4図はこの発明の一実施例に係わる制御システムを示
す構成図である。 図において、(1)は構造物、(2)は付加重錘駆動装
置、(3)は振動検出器、(4)は制御回路、(6)は
帯域フィルタ、 t21+は付加重錘、@はアクチェエ
ータである。 なお1図中同一符号は同一または相当部分を示すものと
する。 代理人大岩増雄
FIG. 1 is a configuration diagram showing a conventional vibration control device, FIG. 2 is a sectional view showing the configuration of the additional weight drive device shown in FIG. 1, and FIG. 3 is a vibration control device according to an embodiment of the present invention. Diagram,
FIG. 4 is a configuration diagram showing a control system according to an embodiment of the present invention. In the figure, (1) is the structure, (2) is the additional weight drive device, (3) is the vibration detector, (4) is the control circuit, (6) is the bandpass filter, t21+ is the additional weight, and @ is It is an actuator. Note that the same reference numerals in each figure indicate the same or corresponding parts. Agent Masuo Oiwa

Claims (1)

【特許請求の範囲】 外力を受けて振動を生ずる構造物に設置され。 アクチュエータとこのアクチュエータの駆動部に装着さ
れた付加重錘を有する付加重錘駆動装置。 構造物の振動を検出する振動検出器、およびこの振動検
出器からの検出信号に基づいて上記アクチュエータを駆
動し、上記付加重錘を直線的に動かす制御回路を備える
ものにおいて、構造物振動系の固有振動数に基づく信号
を通す帯域フィルタを上記振動検出器から上記付加重錘
駆動装置の間に接続し、ノイズを取除くようKしたこと
を特徴とする構造物の振動制御装置。
[Claims] Installed in a structure that receives external force and generates vibration. An additional weight drive device having an actuator and an additional weight attached to a drive section of the actuator. A vibration detector for detecting vibrations of a structure, and a control circuit for driving the actuator based on a detection signal from the vibration detector to linearly move the additional weight, the vibration system of the structure A vibration control device for a structure, characterized in that a bandpass filter that passes a signal based on a natural frequency is connected between the vibration detector and the additional weight drive device to remove noise.
JP19194383A 1983-10-14 1983-10-14 Vibration control apparatus of structure Granted JPS6085165A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19194383A JPS6085165A (en) 1983-10-14 1983-10-14 Vibration control apparatus of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19194383A JPS6085165A (en) 1983-10-14 1983-10-14 Vibration control apparatus of structure

Publications (2)

Publication Number Publication Date
JPS6085165A true JPS6085165A (en) 1985-05-14
JPH0444061B2 JPH0444061B2 (en) 1992-07-20

Family

ID=16283034

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19194383A Granted JPS6085165A (en) 1983-10-14 1983-10-14 Vibration control apparatus of structure

Country Status (1)

Country Link
JP (1) JPS6085165A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3929984B4 (en) * 1988-10-06 2004-07-29 Ishikawajima-Harima Heavy Industries Co., Ltd. vibration system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3929984B4 (en) * 1988-10-06 2004-07-29 Ishikawajima-Harima Heavy Industries Co., Ltd. vibration system

Also Published As

Publication number Publication date
JPH0444061B2 (en) 1992-07-20

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