JPH0143177B2 - - Google Patents

Info

Publication number
JPH0143177B2
JPH0143177B2 JP57204991A JP20499182A JPH0143177B2 JP H0143177 B2 JPH0143177 B2 JP H0143177B2 JP 57204991 A JP57204991 A JP 57204991A JP 20499182 A JP20499182 A JP 20499182A JP H0143177 B2 JPH0143177 B2 JP H0143177B2
Authority
JP
Japan
Prior art keywords
vibration
ground
additional weight
actuator
vibration detector
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.)
Expired
Application number
JP57204991A
Other languages
Japanese (ja)
Other versions
JPS5997341A (en
Inventor
Yoshio Furuishi
Yoshihisa Kitora
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 JP57204991A priority Critical patent/JPS5997341A/en
Publication of JPS5997341A publication Critical patent/JPS5997341A/en
Publication of JPH0143177B2 publication Critical patent/JPH0143177B2/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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Description

【発明の詳細な説明】 本発明は、地盤上の構造物の振動抑制装置に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration suppression device for structures on the ground.

従来、この種の装置として、ダイナミツクダン
パとして知られるものがある。しかし、ダイナミ
ツクダンパは、受動的なものであるため、抑制で
きる振動数が単一であり、時間内に変化する系に
対して対応できない、また、その構成要素の決定
が非常に難しいなど、多くの欠点がある。
Conventionally, this type of device is known as a dynamic damper. However, since dynamic dampers are passive, they can only suppress a single frequency of vibration, so they cannot cope with systems that change over time, and it is extremely difficult to determine their constituent elements. There are many drawbacks.

本発明は、従来のものの上記のような欠点のな
い、能動的な、特に、地盤からの振動外乱による
構造物の振動振幅を極度に減衰させることができ
る装置を得ようとするものである。
The present invention aims to provide an active device, in particular, capable of extremely damping the vibration amplitude of a structure due to vibration disturbance from the ground, without the above-mentioned drawbacks of the conventional devices.

本発明は、このため、装置を、構造物の床部ま
たは天井部に可動自在に載置した付加重錘と、前
記床部または天井部に静止部を固着した、付加重
錘を駆動するアクチユエータと、アクチユエータ
を作動させる制御部と、構造物に装着した、構造
物の振動を検出する振動検出器と、構造物の地盤
に装着した、地盤の振動を検出する振動検出器
と、構造物の振動検出器の検出信号から地盤の振
動検出器の検出信号を減算して制御部の入力とす
る減算回路とによつて構成するものである。
For this purpose, the present invention includes a device including an additional weight movably mounted on the floor or ceiling of a structure, and an actuator for driving the additional weight, the stationary part of which is fixed to the floor or ceiling. a control unit that operates the actuator; a vibration detector attached to the structure that detects vibrations of the structure; a vibration detector attached to the ground of the structure that detects vibrations of the ground; The subtraction circuit subtracts the detection signal of the ground vibration detector from the detection signal of the vibration detector and inputs the result to the control section.

第1図は本発明の一実施例を示し、1は構造
物、1aと1bは構造物1の天井部と床部、2は
構造物1を設置した地盤、3は構造物1の天井部
1aに可動自在に載置した付加重錘、4は付加重
錘を駆動する動電型アクチユエータ、5は動電型
アクチユエータ4の静止部を構造物1の天井部1
aに固着する固定具、6は動電型アクチユエータ
4を作動させる制御回路、7は構造物1に装着し
た、その水平方向振動加速を検出する振動検出
器、8は地盤2に装着した、その水平方向振動加
速度を検出する振動検出器、9は振動検出器7の
検出信号から振動検出器8の検出信号を減算して
制御回路6の入力とする減算回路である。
FIG. 1 shows an embodiment of the present invention, where 1 is a structure, 1a and 1b are the ceiling and floor of the structure 1, 2 is the ground on which the structure 1 is installed, and 3 is the ceiling of the structure 1. 1a is an additional weight movably mounted; 4 is an electrodynamic actuator that drives the additional weight; 5 is a stationary part of the electrodynamic actuator 4 mounted on the ceiling 1 of the structure 1;
6 is a control circuit for operating the electrodynamic actuator 4; 7 is a vibration detector attached to the structure 1 to detect horizontal vibration acceleration; 8 is a vibration detector attached to the ground 2; A vibration detector 9 detects horizontal vibration acceleration, and is a subtraction circuit that subtracts the detection signal of the vibration detector 8 from the detection signal of the vibration detector 7 and inputs the result to the control circuit 6.

第2図は付加重錘3と動電型アクチユエータ4
の詳細を示し、4aは円筒状の励磁マグネツト、
4bはセンタポール、4cはヨーク、4dは可動
コイル、4eは可動コイル4dを巻回するサポー
トであり、サポート4eは付加重錘3に固着され
ている。
Figure 2 shows additional weight 3 and electrodynamic actuator 4.
4a is a cylindrical excitation magnet,
4b is a center pole, 4c is a yoke, 4d is a moving coil, 4e is a support around which the moving coil 4d is wound, and the support 4e is fixed to the additional weight 3.

第3図は付加重錘3の駆動系をブロツク図とし
て示し、6aは制御回路6の出力回路である。
FIG. 3 shows a drive system for the additional weight 3 as a block diagram, and 6a is an output circuit of the control circuit 6.

上記実施例において、構造物1を設置した地盤
2が地震あるいは外部からの振動の伝播によつて
振動すると、構造物1はその振動により加振され
振動する。この振動は、説明の便宜上、構造物1
を一自由度振動系に置換すると、第4図に示す、
等価的な質量Mとバネ剛性Kとの系の振動であ
り、この質量Mの運動方程式は、地盤の水平加速
度をZ¨、質量Mの水平加速度をx¨、質量Mの振動
振幅をxとすると、 M=(x¨+Z¨)+Kx=0 (1) である。この(1)式を書き直すと、 x¨+ωn2x=−Z¨ (2) となり、ここでωn=√であり、この系の
固有振動数を表わし、この2式は一自由度振動系
の加速度外乱による運動方程式となる。
In the above embodiment, when the ground 2 on which the structure 1 is installed vibrates due to an earthquake or the propagation of external vibrations, the structure 1 is excited and vibrates due to the vibration. For convenience of explanation, this vibration is
When is replaced with a one-degree-of-freedom vibration system, the result is shown in Figure 4.
It is a vibration of a system of equivalent mass M and spring stiffness K, and the equation of motion of this mass M is as follows: Z¨ is the horizontal acceleration of the ground, x is the horizontal acceleration of mass M, and x is the vibration amplitude of mass M. Then, M=(x¨+Z¨)+Kx=0 (1). Rewriting this equation (1), we get x¨+ωn 2 x=−Z¨ (2), where ωn=√, which represents the natural frequency of this system, and these two equations represent a one-degree-of-freedom vibration system. This is the equation of motion due to acceleration disturbance.

上記(2)式から、構造物1の振動振幅xを低減さ
せるには、構造物1のみの振動振幅xの関数とし
て、構造物1に対し振動抑制力を印加するのが有
効であることがわかる。地盤2の水平加速度Z¨は
地盤2そのものの動きで、本来、低減の対象では
ない。本発明、ひいて、上記実施例の構成は、第
3図のブロツク図から明らかなように、構造物1
の振動抑制に有効な振動検出信号のみにより動電
型アクチユエータ4を作動させて、構造物1の振
動抑制を図るサーボ減衰装置である。すなわち、
第3図からわかるように、構造物1の振動検出器
7は構造物1のみの水平加速度x¨と地盤2の水平
加速度Z¨との和X¨を検出し、また、地盤2の振動
検出器8は地盤2の水平加速度Z¨のみを検出する
ので、減算回路9はこれらの差の構造物1のみの
水平加速度x¨を制御回路6の入力信号とし、制御
回路6はこの入力信号を構造物1の速度量または
変位量などに変換し、出力回路6aから動電型ア
クチユエータ4の可動コイル4dに構造物1の振
動に応じた電流を供給する。これにより、動電型
アクチユエータ4の可動コイル4dには駆動力が
発生し、この駆動力は付加重錘3を駆動する。こ
の時、その反作用として、動電型アクチユエータ
4の静止部にも駆動力が発生し、この駆動力は固
定具5を介し、構造物1の天井部1aにその振動
に対抗する力として印加され、この力により、構
造物1の振動は減衰され抑制される。そして、こ
の振動減衰作用は、上記のとおり、閉ループを成
すサーボ機構によるものであるので、構造物1の
振動系が時間的に変化しても、変りなく有効に生
ずる。
From the above equation (2), in order to reduce the vibration amplitude x of the structure 1, it is effective to apply a vibration suppressing force to the structure 1 as a function of the vibration amplitude x of the structure 1 only. Recognize. The horizontal acceleration Z¨ of the ground 2 is a movement of the ground 2 itself, and is not originally a target of reduction. As is clear from the block diagram of FIG.
This is a servo damping device that aims at suppressing vibrations of a structure 1 by operating an electrodynamic actuator 4 only by a vibration detection signal effective for suppressing vibrations of the structure 1. That is,
As can be seen from Fig. 3, the vibration detector 7 of the structure 1 detects the sum X¨ of the horizontal acceleration x¨ of only the structure 1 and the horizontal acceleration Z¨ of the ground 2, and also detects the vibration of the ground 2. Since the device 8 detects only the horizontal acceleration Z of the ground 2, the subtraction circuit 9 uses the horizontal acceleration x of only the structure 1, which is the difference between them, as an input signal to the control circuit 6, and the control circuit 6 receives this input signal. The current is converted into a velocity amount or a displacement amount of the structure 1, and a current corresponding to the vibration of the structure 1 is supplied from the output circuit 6a to the moving coil 4d of the electrodynamic actuator 4. As a result, a driving force is generated in the movable coil 4d of the electrodynamic actuator 4, and this driving force drives the additional weight 3. At this time, as a reaction, a driving force is also generated in the stationary part of the electrodynamic actuator 4, and this driving force is applied to the ceiling part 1a of the structure 1 via the fixture 5 as a force to counteract the vibration. , Due to this force, the vibration of the structure 1 is damped and suppressed. Since this vibration damping effect is based on the closed-loop servo mechanism as described above, it remains effective even if the vibration system of the structure 1 changes over time.

なお、本発明が、上記実施例に限定されず、そ
の付加重錘を構造物の床部に載置したり、また、
そのアクチユエータを油圧や空気圧などの他の型
としたりすることもできるものであることはいう
までもない。
Note that the present invention is not limited to the above embodiments, and may include placing the additional weight on the floor of the structure, or
It goes without saying that the actuator can be of other types such as hydraulic or pneumatic.

以上のように、本発明によれば、付加重錘の慣
性力を利用した、サーボ機構、それも、構造物の
振動成分のみに応動するサーボ機構にもとづく、
能動的な振動減衰作用により、構造物の地盤から
の振動外乱による振動を、その振動特性が時間的
に変化してもそれに関係なく、有効に精度よく抑
制できる装置が得られる。
As described above, according to the present invention, a servo mechanism that utilizes the inertial force of an additional weight, and a servo mechanism that responds only to the vibration component of a structure, is used.
The active vibration damping effect provides a device that can effectively and accurately suppress vibrations caused by vibration disturbances from the ground of a structure, regardless of temporal changes in the vibration characteristics.

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

第1図は本発明の一実施例を示し、第2図はそ
の付加重錘と動電型アクチユエータの詳細を示
し、第3図はその付加重錘の駆動系をブロツク図
として示し、第4図はその等価振動系を示す。 1は構造物、1aは天井部、1bは床部、2は
地盤、3は付加重錘、4は動電型アクチユエー
タ、5は固定具、6は制御回路、7,8は振動検
出器、9は減算回路。
FIG. 1 shows one embodiment of the present invention, FIG. 2 shows details of the additional weight and electrodynamic actuator, FIG. 3 shows the drive system of the additional weight as a block diagram, and FIG. The figure shows the equivalent vibration system. 1 is a structure, 1a is a ceiling, 1b is a floor, 2 is a ground, 3 is an additional weight, 4 is an electrodynamic actuator, 5 is a fixture, 6 is a control circuit, 7 and 8 are vibration detectors, 9 is a subtraction circuit.

Claims (1)

【特許請求の範囲】[Claims] 1 構造物の床部または天井部に可動自在に載置
した付加重錘と、前記床部または天井部に静止部
を固着した、付加重錘を駆動するアクチユエータ
と、アクチユエータを作動させる制御部と、構造
物に装着した、構造物の振動を検出する振動検出
器と、構造物の地盤に装着した、地盤の振動を検
出する振動検出器と、構造物の振動検出器の検出
信号から地盤の振動検出器の検出信号を減算して
制御部の入力とする減算回路とから成る構造物の
振動抑制装置。
1. An additional weight movably placed on the floor or ceiling of a structure, an actuator that drives the additional weight and has a stationary part fixed to the floor or ceiling, and a control unit that operates the actuator. , a vibration detector attached to the structure to detect the structure's vibration, a vibration detector attached to the ground of the structure to detect the ground vibration, and a vibration detector attached to the structure to detect the ground vibration from the detection signals of the structure's vibration detector. A vibration suppression device for a structure comprising a subtraction circuit that subtracts a detection signal from a vibration detector and inputs the result to a control unit.
JP57204991A 1982-11-22 1982-11-22 Device for restraining vibration of structural body Granted JPS5997341A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57204991A JPS5997341A (en) 1982-11-22 1982-11-22 Device for restraining vibration of structural body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57204991A JPS5997341A (en) 1982-11-22 1982-11-22 Device for restraining vibration of structural body

Publications (2)

Publication Number Publication Date
JPS5997341A JPS5997341A (en) 1984-06-05
JPH0143177B2 true JPH0143177B2 (en) 1989-09-19

Family

ID=16499657

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57204991A Granted JPS5997341A (en) 1982-11-22 1982-11-22 Device for restraining vibration of structural body

Country Status (1)

Country Link
JP (1) JPS5997341A (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4615504A (en) * 1984-11-15 1986-10-07 Rca Corporation Anti-vibration device
US4807840A (en) * 1985-10-18 1989-02-28 Baker George S Tuned mass damping system and method
JPS62273375A (en) * 1986-05-20 1987-11-27 東急建設株式会社 Dynamic vibration damper for ground structure
JPH0784817B2 (en) * 1986-07-09 1995-09-13 東急建設株式会社 Dynamic damping method and device for building
US4922667A (en) * 1986-09-12 1990-05-08 Kajima Corporation Device and method for protecting a building against earthquake tremors
JP2614859B2 (en) * 1987-05-12 1997-05-28 カヤバ工業株式会社 Control method of vibration suppression device
JP2617106B2 (en) * 1987-10-16 1997-06-04 株式会社ブリヂストン Building vibration control device
US5022201A (en) * 1988-04-26 1991-06-11 Kajima Corporation Apparatus for accelerating response time of active mass damper earthquake attenuator
JP2668990B2 (en) * 1988-10-06 1997-10-27 石川島播磨重工業株式会社 Structure damping device
JPH086487B2 (en) * 1989-01-17 1996-01-24 鹿島建設株式会社 Combined type vibration control / wind control device
DE19830869A1 (en) * 1998-07-10 2000-01-13 Mannesmann Rexroth Ag Method for damping mechanical vibrations of a bridge and device for carrying out the method

Also Published As

Publication number Publication date
JPS5997341A (en) 1984-06-05

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