JPS5989848A - Vibration control device - Google Patents

Vibration control device

Info

Publication number
JPS5989848A
JPS5989848A JP57197974A JP19797482A JPS5989848A JP S5989848 A JPS5989848 A JP S5989848A JP 57197974 A JP57197974 A JP 57197974A JP 19797482 A JP19797482 A JP 19797482A JP S5989848 A JPS5989848 A JP S5989848A
Authority
JP
Japan
Prior art keywords
additional weight
drive
vibration
control device
triangle
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
JP57197974A
Other languages
Japanese (ja)
Other versions
JPH031686B2 (en
Inventor
Yoshihisa Kitora
木藤良 善久
Yoshio Furuishi
古石 喜郎
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 JP57197974A priority Critical patent/JPS5989848A/en
Publication of JPS5989848A publication Critical patent/JPS5989848A/en
Publication of JPH031686B2 publication Critical patent/JPH031686B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215Bearing, 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)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To reduce vibrations in two axial directions which are orthognal together in a horizontal plane and torsional vibrations in a building, by arranging three additional weight driving devices having their drive axes forming a triangle, and as well by providing a control circuit for driving the additinal weights in accordance with vibration in the building. CONSTITUTION:Three additional weight driving devices 4a, 4b, 4c are secured so that the drive-directional axes of three additional weight driving devices 4a, 4b, 4c form a triangle. A control circuit delivers a predetermined displacement value, and a predetermined speed value to control an acuator 20, thereby the control force of the additional weight drive devices 4a, 4b, 4c are generated.

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の基本構成図、第2図は
振動制御、装置に設けられた従来の横型の付加重鍾駆動
装置幌断面図である。図において、振動制御の対象であ
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−1に装着した振
動検出器2.により電気信号として検出される。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。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、射よび連結棒23を介して付加重錘−2
4を振動的に運動させる駆動力が1.アクチェエータ2
0より生ずる。この駆動力はi用・反作用の原理にもと
づ門、アクチェエータ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の振動にの振動は極度に減衰し、振動制御装置
としての機能が発揮される。なお27は軸受支持台、2
8は直動ころがり軸受、29は連結棒であり、表た26
は、軸受支持具27、取付具25を固定する架台でかつ
構造物10床部宏たは天井部に設置しである。
FIG. 1 is a basic configuration diagram of a general vibration control device, and FIG. 2 is a sectional view of the hood of a conventional horizontal additional heavy plow drive device installed in the vibration control device. In the figure, when a structure 1, which is the object of vibration control, vibrates in the horizontal direction due to an external force such as an earthquake or wind load, this vibration is detected by a vibration detector 2. is detected as an electrical signal. An electrical signal from the detector 2 is applied to a control circuit 3 and converted into a required amount of vibration displacement or vibration velocity. Corresponding to these quantities, an additional weight 2 is connected to the drive unit 21 of the actuator 20, the coupling 22, and the connecting rod 23.
The driving force that causes 4 to vibrate is 1. Actuator 2
It arises from 0. This driving force is applied to the structure 1 via the gate, the mount 25 on which the actuator 20 is mounted, and the frame 26 based on the i-reaction principle. This driving force is
The vibration of the structure 1 is extremely attenuated, and the function as a vibration control device is exhibited. In addition, 27 is a bearing support stand, 2
8 is a linear rolling bearing, 29 is a connecting rod, and 26
is a frame for fixing the bearing support 27 and the fixture 25, and is installed on the floor or ceiling of the structure 10.

上記のような従来の振動制御装置は、付加重鐘駆動装置
4に設け・られた付加重錘I24ヲ、一方向に駆動して
構造物1の振動を制御するので、付加重鍾24けで、構
造物1の捩り振動については制御することができないな
どの欠点があった。
The conventional vibration control device as described above controls the vibration of the structure 1 by driving the additional weight I24 provided in the additional weight driving device 4 in one direction. However, the torsional vibration of the structure 1 cannot be controlled.

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、水平面内で互いに直交する2軸方向の振動および
構造物の捩り振動を低減する振動制御装置を得ることを
目的とするものである。
The present invention has been made in order to solve the above-mentioned drawbacks, and aims to provide a vibration control device that reduces vibrations in two axes perpendicular to each other in a horizontal plane and torsional vibrations of a structure. be.

本発明は上記の目的を達成するため、構造物に設ケタア
クチュエータと該アクチュエータの駆動部に装着した付
加重錘とを備えた3個の付加重錘駆動装置の駆動軸線が
、三角形を形成するように配置し、構造物の振動に応じ
て付加重錘を駆動させる制御回路を設けた、振動制御装
置を提供するものであ2゜以下図面を用いて本発明を説
明する。
In order to achieve the above object, the present invention includes an actuator installed in a structure and an additional weight attached to a drive part of the actuator, and the drive axes of three additional weight drive devices form a triangle. The present invention will be described below with reference to the drawings.

なお、第1図及びfM2図と同じ機能の部分については
、同一記号をもちいその説明を省略する。
Note that the same symbols are used for the parts having the same functions as those in FIG. 1 and fM2, and the explanation thereof will be omitted.

第6図は本発明の実施例を示す平面図で、6個の付加重
錘駆動装置4a、4b、4cの各駆動方向軸線が三角形
を形成するように、付加重錘駆動装置4a、4b、4c
を固定にある。各々の付加重錘駆動装置4a、4b、4
cの構造は、第2図に示したのと同欅である。
FIG. 6 is a plan view showing an embodiment of the present invention, in which the six additional weight driving devices 4a, 4b, 4c are arranged such that the driving direction axes of the six additional weight driving devices 4a, 4b, 4c form a triangle. 4c
It is fixed. Each additional weight drive device 4a, 4b, 4
The structure of c is the same as that shown in Figure 2.

次に上記のように構成した本発明の作用を、三角形AB
Cが正三角形である場合について説明する。いま付加重
鍾駆動装[4a、4b、4cが、取付台25、架台26
を介して構造物1に印加rる力を、第4図に示すように
Fl、F2.FB  とすると、X軸方向の力Fx l
 Y 軸方向の力FY、Z軸まわりのモーメン) Tz
 は次のように表わすことができる。
Next, the operation of the present invention configured as described above will be explained as follows.
A case where C is an equilateral triangle will be explained. Now the additional heavy plow drive system [4a, 4b, 4c are the mounting base 25 and the mount 26]
As shown in FIG. 4, the force applied to the structure 1 through Fl, F2 . If FB is the force in the X-axis direction, Fx l
Force in the Y-axis direction FY, moment around the Z-axis) Tz
can be expressed as follows.

Fx  = Fl cos 500− F2 cos 
60°・・・・・・・・・・・・(11FM  = F
lsin 50 ’ + F2 sin 50 ’ F
3・+−++−121Tz   =  CF++Fz+
Fs  )e・・・・・・・・・・・・・・・・・・・
・・・・・・・・・・・・・・(31一方、複数個の振
動センサー2からの電気信号を、第5図に示すように制
御回路6に入力し、必要なX軸方向の力Fx l Y軸
方向の力Fx 、 Z  軸まわりのモーメントTz 
 を求める。前記+I+ 、(2)。
Fx = Fl cos 500- F2 cos
60°・・・・・・・・・(11FM=F
l sin 50' + F2 sin 50' F
3・+−++−121Tz = CF++Fz+
Fs) e・・・・・・・・・・・・・・・・・・
・・・・・・・・・・・・・・・(31) On the other hand, the electrical signals from the plurality of vibration sensors 2 are input to the control circuit 6 as shown in FIG. Force Fx l Force Fx in the Y-axis direction, moment Tz around the Z-axis
seek. +I+, (2) above.

(31式の連立方程式を解いて、各付加重錘駆動装置が
発生すべき制御力Fs 、 F2 、 Fs  を求め
る。これによってX軸、Y軸方向の振動および2軸まわ
りの捩り振動を減衰させる。すなわち各々の付加重錘駆
動装置4a 、4b 、4cが、前記の制御力F+ 、
 Fz 、 Fs  を発生できるように、制御回路6
で所要の付加重錘の変位量又は速度量等に変換し、アク
チュエータ20を制御し、アクチュエータ20の駆動部
21を作動させる。駆動部21は、カップリング22を
介して付加重錘24を水平方向に駆動する。付加重錘2
4の慣性力により、アクチュエータ20の発生する駆動
力は、作用・反作用必原理にもとづき、取付台25、架
台26を介して構造物1に印加される。。6個のアクチ
ュエータ20により、構造物1に印加される力FI 。
(Solve the simultaneous equations of Equation 31 to find the control forces Fs, F2, Fs that should be generated by each additional weight drive device. This dampens vibrations in the X- and Y-axis directions and torsional vibrations around the two axes.) That is, each additional weight driving device 4a, 4b, 4c has the control force F+,
In order to generate Fz and Fs, the control circuit 6
is converted into a required amount of displacement or velocity of the additional weight, and the actuator 20 is controlled to operate the drive section 21 of the actuator 20. The drive unit 21 drives the additional weight 24 in the horizontal direction via the coupling 22. Additional weight 2
The driving force generated by the actuator 20 is applied to the structure 1 via the mounting base 25 and the pedestal 26 based on the principle of action and reaction. . Force FI applied to structure 1 by six actuators 20.

F2 、 Fgは、X軸方向、Y軸方向の振動および2
軸まわりの捩り振動を抑制する合力Fx + FYおよ
びモーメン) Tz  となり、これにより構造物1の
振動は極度に減衰し、wRh制御装置としての機能を発
揮する。
F2, Fg are vibrations in the X-axis direction, Y-axis direction, and 2
The resultant force (Fx + FY and moment) Tz that suppresses the torsional vibration around the axis is obtained, thereby the vibration of the structure 1 is extremely damped, and the structure functions as a wRh control device.

上記の説明では、6個の付加重錘駆動装置の駆動方向軸
線が正三角形を形成する場合を示したが、駆動方向軸線
が形成rる三角形の形状はどのよう4なものであっても
よい。
In the above explanation, the case where the drive direction axes of the six additional weight drive devices form an equilateral triangle is shown, but the shape of the triangle formed by the drive direction axes may be any of four shapes. .

本発明によれば、構造物の水平面内で互いに直交する2
軸方向6振動および垂直軸まわりの捩り振動に対する振
動制御効果が得られるので、実施による効果大である。
According to the present invention, two
Since vibration control effects can be obtained for six vibrations in the axial direction and torsional vibrations around the vertical axis, the effect of implementation is great.

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

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5図は
本発明の実施例で付加重鎚駆動装置の配置を示す平面図
、第4図は本発明実施例の作用説明図、第5図は本発明
実施例のブロック図である。 1・・・構造物、6・・・制御回路、4・・・付加′M
鍾駆動装置、20・・・アクチュエーター、24・・・
付加重錘。 代理人   葛 野 信 −
Figure 1 is a basic configuration diagram showing a general vibration control device, Figure 2
The figure is a vertical sectional view showing a conventional additional weight driving device, FIG. 5 is a plan view showing the arrangement of the additional weight driving device in an embodiment of the present invention, and FIG. 4 is an explanatory diagram of the operation of the embodiment of the present invention. FIG. 5 is a block diagram of an embodiment of the present invention. 1... Structure, 6... Control circuit, 4... Addition'M
Chronograph drive device, 20... actuator, 24...
Additional weight. Agent Shin Kuzuno −

Claims (1)

【特許請求の範囲】[Claims] 構造物に設けたアクチュエータと該アクチュエータの駆
動部に装着した付加重錘とを備えた5個の付加軍備駆動
装置の・駆動方向軸線を三角形を形成するように配置し
、前記構造物の振動に応じて゛前記付加重錘を駆動させ
る制御回路を備えた振動制御装置。
Five additional armament drive devices each including an actuator provided on the structure and an additional weight attached to the drive part of the actuator are arranged so that the drive direction axes form a triangle, and the vibrations of the structure are A vibration control device comprising a control circuit that drives the additional weight accordingly.
JP57197974A 1982-11-11 1982-11-11 Vibration control device Granted JPS5989848A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57197974A JPS5989848A (en) 1982-11-11 1982-11-11 Vibration control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57197974A JPS5989848A (en) 1982-11-11 1982-11-11 Vibration control device

Publications (2)

Publication Number Publication Date
JPS5989848A true JPS5989848A (en) 1984-05-24
JPH031686B2 JPH031686B2 (en) 1991-01-11

Family

ID=16383413

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57197974A Granted JPS5989848A (en) 1982-11-11 1982-11-11 Vibration control device

Country Status (1)

Country Link
JP (1) JPS5989848A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61224015A (en) * 1985-03-26 1986-10-04 バリイ・ライト・コーポレーシヨン Active vibration isolator
JPS6382838U (en) * 1986-11-20 1988-05-31
JPS63143611A (en) * 1986-12-08 1988-06-15 Masao Akimoto Motion control method
EP0554057A1 (en) * 1992-01-28 1993-08-04 Kajima Corporation Vibration control device for structure
JPH0711688U (en) * 1993-08-02 1995-02-21 新興建材株式会社 Door sealing device using non-magnetic material

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61224015A (en) * 1985-03-26 1986-10-04 バリイ・ライト・コーポレーシヨン Active vibration isolator
JPS6382838U (en) * 1986-11-20 1988-05-31
JPS63143611A (en) * 1986-12-08 1988-06-15 Masao Akimoto Motion control method
EP0554057A1 (en) * 1992-01-28 1993-08-04 Kajima Corporation Vibration control device for structure
US5421129A (en) * 1992-01-28 1995-06-06 Kajima Corporation Vibration control device for structure
JPH0711688U (en) * 1993-08-02 1995-02-21 新興建材株式会社 Door sealing device using non-magnetic material

Also Published As

Publication number Publication date
JPH031686B2 (en) 1991-01-11

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