JPS5989849A - Vibration control device - Google Patents
Vibration control deviceInfo
- Publication number
- JPS5989849A JPS5989849A JP57197975A JP19797582A JPS5989849A JP S5989849 A JPS5989849 A JP S5989849A JP 57197975 A JP57197975 A JP 57197975A JP 19797582 A JP19797582 A JP 19797582A JP S5989849 A JPS5989849 A JP S5989849A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- additional weight
- vibrations
- control circuit
- actuator
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、構造物の免震あるいは制振に用いる振動制御
装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration control device used for seismic isolation or damping of structures.
第1図は一般的な振動制御装置を示す基本構成図、′第
2図は振動制御装置を構成する従来の!型の付加重鐘駆
動装置の構成断面図である。図において、振動制御の対
象となる構造物1が地震あるいは風荷重等の外力を受け
て水平方向に振動すると、この振動は、構造物1Vc装
着した振動検出器2により電気信号として検出される。Fig. 1 is a basic configuration diagram showing a general vibration control device, and Fig. 2 is a conventional configuration diagram of a vibration control device. FIG. 2 is a cross-sectional view of the structure of the type additional bell drive device. In the figure, when a structure 1 to be subjected to vibration control vibrates in the horizontal direction due to an external force such as an earthquake or wind load, this vibration is detected as an electrical signal by a vibration detector 2 attached to the structure 1Vc.
検出器2からの電気信号は制御回路+3+に加えられて
、所要の振動変位量あるいは振動速度量等に変換される
。The electrical signal from the detector 2 is applied to the control circuit +3+ and converted into a required amount of vibration displacement or vibration velocity.
これらの諸量に対応して、アクチュエータ20の駆動部
21、カップリング22および連結棒26を介して付加
重錘24を振動状態で運動させる駆−動力が、アクチュ
エータ2OJCより生ずる。この駆動力は、作用・反作
用の原理により、アクチュエータ20を装着する取付台
25、架台26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制御回路6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。なお、27は軸受支持台、
28は直動ころがり軸受、29は連結棒であり、また2
6は、軸受支持具27、取付具25を固定する架台で、
構造物1の縁部又は天井部に設置されている。Corresponding to these quantities, the actuator 2OJC generates a driving force that moves the additional weight 24 in a vibrating state via the drive portion 21, the coupling 22, and the connecting rod 26 of the actuator 20. This driving force is applied to the structure 1 via the mount 25 and the pedestal 26 on which the actuator 20 is mounted, based on the principle of action and reaction. When the control circuit 6 is set so that this driving force opposes the vibration of the structure 1, the vibration of the structure 1 is extremely attenuated, and the device functions as a vibration control device. In addition, 27 is a bearing support stand,
28 is a linear rolling bearing, 29 is a connecting rod, and 2
6 is a frame for fixing the bearing support 27 and the fixture 25;
It is installed at the edge or ceiling of the structure 1.
上記のよ5 ’fx従来の付加重錘駆動装置4では、付
加重錘24は図中矢印で示される1方向にのみ駆動され
るだけで、直角な方向の振動に対しては全く割振効果が
ないなどの欠点があった。In the above-mentioned 5'fx conventional additional weight drive device 4, the additional weight 24 is only driven in one direction shown by the arrow in the figure, and has no distribution effect at all against vibrations in the right angle direction. There were drawbacks such as:
本発明は、上記のような欠点を解決するためになされた
もので、水平面内の2軸方向の振動を制御する振動制御
装置を得ることを目的とする。The present invention was made to solve the above-mentioned drawbacks, and an object of the present invention is to obtain a vibration control device that controls vibrations in two axial directions in a horizontal plane.
本発明は上記の目的を達成するため、駆動方向が互いに
直角の2個のアクチュエータと前記各アクチュエータの
駆動部に装着した水平方向の運動が可能な1個の付加重
錘とよりなる付加重錘駆動装置、構造物の振動に応じ前
記アクチュエータを駆動し前記付加重錘を可動させる制
・御回路、及び前記アクチュエータの駆動方向の振動を
検出する振動検出器を、前記構造物に装着し、前記振動
検出器からの振動信号を前記制御回路の入力に用いて構
造物の振動を低減する振動制御装置を提供するものであ
る。以下図面を用いて本発明を説明す今。なお、第1図
及び第2図と同じ機能の部分には同じ記号をもちいその
説明は省略し、またX軸方向及びY軸方向を明らかにす
るためa、 bの記号を用いた。In order to achieve the above object, the present invention provides an additional weight consisting of two actuators whose drive directions are perpendicular to each other and one additional weight capable of horizontal movement attached to the drive section of each of the actuators. A drive device, a control/control circuit that drives the actuator in response to vibrations of the structure and moves the additional weight, and a vibration detector that detects vibrations in the drive direction of the actuator are mounted on the structure, The present invention provides a vibration control device that reduces vibration of a structure by using a vibration signal from a vibration detector as input to the control circuit. The present invention will now be explained below using the drawings. Note that the same symbols are used for parts with the same functions as in FIGS. 1 and 2, and their explanations are omitted, and symbols a and b are used to clarify the X-axis direction and the Y-axis direction.
第6図は本発明実施例の平面図で、30aw 30bは
、付加重錘24とカップリング22a、 22bを結合
し、かつカップリング22a、 22bの駆動方向と直
角な方向の付加重錘24の運動を自由にできるリニアガ
イドベアリングである。第4図は第6図のA−A断面図
で、61は互いに直交する2個のリニアガイドベアリン
グ30at 30h Kよって付加重錘24の水平面
内の運動を自由にできる付加重錘支持台を示す。第5図
は本発明実施例のブロック図である。FIG. 6 is a plan view of the embodiment of the present invention, in which 30aw 30b connects the additional weight 24 and the couplings 22a, 22b, and connects the additional weight 24 in the direction perpendicular to the driving direction of the couplings 22a, 22b. A linear guide bearing that allows free movement. FIG. 4 is a sectional view taken along the line A-A in FIG. 6, and 61 indicates an additional weight support base that allows the additional weight 24 to move freely in the horizontal plane by two linear guide bearings 30at and 30h K that are perpendicular to each other. . FIG. 5 is a block diagram of an embodiment of the present invention.
次に上記のように構成した本発明の詳細な説明する。第
1図に示すように、構造物1が、地震あるいは風荷重等
の外力を受けて振動すると、構造物1の振動は水平面内
で2つの互いに直角な成分に分かれる。この振動成分を
第6図及び第5図に示すように振動検出器2a+ 2b
により電気信号として検出する。X軸方向の振動に対し
ては、振動検出器2aの信号を制御回路3aに入力し、
構造物1のX軸方向の振動を減衰させるのに必要な変位
量又は速度量等に変換する。制御回路3aの演算で得ら
れた信号に対応して、電源5aを一介してアクチュエー
タ20aに駆動力を発生させる。この駆動力は、可動部
21a、カップリング22a、駆動棒23a ’l介し
て付加重錘24をX軸方向に振動状態で駆動する。Y軸
方向の振動も、X軸方向に対する動作原理と全く同じ原
理にもとず(もので、付加重錘24をY軸方向に振動状
態で駆動する。X軸及びY軸方向の振動状態での駆動で
は、作用・反作用の原理にもとず(駆動力が、アクチュ
エータ20a、 20bの静止部より架台25a 、
25bを介して構造物1に印加される。付加重錘24
は、第4図に示すように付加重鐘支持台31に装着され
ているので、水平面内を自由に運動することができる。Next, the present invention configured as described above will be explained in detail. As shown in FIG. 1, when the structure 1 vibrates in response to an external force such as an earthquake or wind load, the vibration of the structure 1 is divided into two components perpendicular to each other in the horizontal plane. This vibration component is detected by vibration detectors 2a+2b as shown in FIGS. 6 and 5.
is detected as an electrical signal. For vibrations in the X-axis direction, the signal from the vibration detector 2a is input to the control circuit 3a,
It is converted into the amount of displacement or velocity required to dampen the vibration of the structure 1 in the X-axis direction. A driving force is generated in the actuator 20a via the power source 5a in response to the signal obtained by the calculation of the control circuit 3a. This driving force vibrates the additional weight 24 in the X-axis direction via the movable portion 21a, the coupling 22a, and the drive rod 23a'l. The vibration in the Y-axis direction is not based on the same principle as the operation principle in the X-axis direction. In the drive of
It is applied to the structure 1 via 25b. Additional weight 24
is attached to the additional bell support stand 31 as shown in FIG. 4, so it can move freely in the horizontal plane.
一方力ツブリング22aは、ガイドベアリング30a、
30b を介して付加重錘24と結合しており、カ
ップリング22m、 22b と直角方向の付加重錘
24の運動の影響を受けない。このため、X軸方向とY
軸方向の運動は連成しないので、それぞれ独立に制御す
ることかできる。On the other hand, the force ring 22a includes a guide bearing 30a,
It is coupled to the additional weight 24 via the coupling 22m, 22b, and is not affected by the movement of the additional weight 24 in the direction perpendicular to the couplings 22m, 22b. For this reason, the X-axis direction and the
Since the axial movements are not coupled, they can be controlled independently.
上記の説明では、面内の運動が自由九できる支持台で付
加重錘を支持する場合を示したが、静圧型空気フィルム
ベアリング等により支持してもよいj
本発明によれば、構造物の2方向の振動に対し、独立か
つ同時に制御でき、また装置の軽量化がはかれる等の効
果がある。In the above explanation, the case where the additional weight is supported by a support base that can freely move in a plane has been shown, but it may also be supported by a hydrostatic air film bearing or the like. Vibration in two directions can be controlled independently and simultaneously, and the weight of the device can be reduced.
第1図は、一般的な振動制御装置を示す基本構成図、第
2図は従来の付加重錘駆動装置を示す縦断面図、第6図
は本発明の付加重鎮駆動装置の一例な示す平面図、第4
図は第6図のA−A断面図、第5図は本発明実施例のブ
ロック図である。
1・・・構造物 2・・・振動検出器 6・・・制
御回路 20a 、 20b・・・アクチュエータ
ー 24・・・付加1鎚
代理人 葛野信−Fig. 1 is a basic configuration diagram showing a general vibration control device, Fig. 2 is a longitudinal sectional view showing a conventional additional weight driving device, and Fig. 6 is a plan view showing an example of the additional weight driving device of the present invention. Figure, 4th
The figure is a sectional view taken along the line AA in FIG. 6, and FIG. 5 is a block diagram of an embodiment of the present invention. 1...Structure 2...Vibration detector 6...Control circuit 20a, 20b...Actuator 24...Additional hammer agent Makoto Kazuno-
Claims (1)
記各アクチュエータの駆動部に装着した水平方向の運動
が可能な1個の付加重錘とよりなる付加重鐘駆動装置、
構造物の振動忙応じ前記アクチュエータを駆動し前記付
加重錘を可動させる制御回路、及び前記アクチュエータ
の駆動方向の振動を検出する振動検出器を、前記構造物
に装着し、前記振動検出器からの振動信号を前記制御回
路の入力に用いて構造物の振動を低減する振動制御装置
。Driving direction force 5 - an additional bell drive device consisting of two actuators perpendicular to each other and one additional weight capable of horizontal movement attached to the drive part of each actuator;
A control circuit that drives the actuator and moves the additional weight in response to vibrations of the structure, and a vibration detector that detects vibrations in the driving direction of the actuator are attached to the structure, and the vibration from the vibration detector is mounted on the structure. A vibration control device that reduces vibration of a structure by using a vibration signal as an input to the control circuit.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57197975A JPS5989849A (en) | 1982-11-11 | 1982-11-11 | Vibration control device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57197975A JPS5989849A (en) | 1982-11-11 | 1982-11-11 | Vibration control device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5989849A true JPS5989849A (en) | 1984-05-24 |
JPH0327777B2 JPH0327777B2 (en) | 1991-04-17 |
Family
ID=16383427
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57197975A Granted JPS5989849A (en) | 1982-11-11 | 1982-11-11 | Vibration control device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5989849A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0333526A (en) * | 1989-06-29 | 1991-02-13 | Mitsubishi Heavy Ind Ltd | Damping device |
EP0428239A2 (en) * | 1989-10-18 | 1991-05-22 | Mitsubishi Jukogyo Kabushiki Kaisha | Dynamic damper and method for detecting malfunction of a dynamic damper |
CN107217751A (en) * | 2017-06-03 | 2017-09-29 | 福州大学 | Variation rigidity wind-resistant support and its installation method for Seismic Isolation of Isolation Layer |
-
1982
- 1982-11-11 JP JP57197975A patent/JPS5989849A/en active Granted
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0333526A (en) * | 1989-06-29 | 1991-02-13 | Mitsubishi Heavy Ind Ltd | Damping device |
EP0428239A2 (en) * | 1989-10-18 | 1991-05-22 | Mitsubishi Jukogyo Kabushiki Kaisha | Dynamic damper and method for detecting malfunction of a dynamic damper |
CN107217751A (en) * | 2017-06-03 | 2017-09-29 | 福州大学 | Variation rigidity wind-resistant support and its installation method for Seismic Isolation of Isolation Layer |
Also Published As
Publication number | Publication date |
---|---|
JPH0327777B2 (en) | 1991-04-17 |
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