JPH04157234A - Vibration damper - Google Patents

Vibration damper

Info

Publication number
JPH04157234A
JPH04157234A JP28157490A JP28157490A JPH04157234A JP H04157234 A JPH04157234 A JP H04157234A JP 28157490 A JP28157490 A JP 28157490A JP 28157490 A JP28157490 A JP 28157490A JP H04157234 A JPH04157234 A JP H04157234A
Authority
JP
Japan
Prior art keywords
vibration
main body
additional mass
building
displacement
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
JP28157490A
Other languages
Japanese (ja)
Other versions
JP3101314B2 (en
Inventor
Tsutomu Sasaki
勤 佐々木
Mitsuru Kageyama
満 蔭山
Yoshihiro Gofuku
呉服 義博
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.)
Obayashi Corp
Tokico Ltd
Original Assignee
Obayashi Corp
Tokico 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 Obayashi Corp, Tokico Ltd filed Critical Obayashi Corp
Priority to JP02281574A priority Critical patent/JP3101314B2/en
Publication of JPH04157234A publication Critical patent/JPH04157234A/en
Application granted granted Critical
Publication of JP3101314B2 publication Critical patent/JP3101314B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To prevent high frequency vibration from being transmitted to a vibrator so as not to give any unpleasant feeling to residents by interposing a vibration isolating member capable of absorbing vibration generated in a device main body between the bottom portion of the device main body and the upper surface of the vibrator. CONSTITUTION:A plurality of vibration isolating members 12 (121-12n) are interposed between the lower surface 1b of a main body 1a and the upper surface of a fixing recess portion 2b, for absorbing vibration generated in a vibration damper 1. Laminated rubber members 13, 14 are interposed between the side surfaces 1c, 1d of the main body 1a and the inner side walls of the fixing recess portion 2b, respectively. The laminated rubber members 13, 14 are adapted to transmit force in the direction of displacement of an additional mass 6 to the inner walls of the fixing recess portion 2b by the use of rigidity thereof, wherein relative displacement with respect to the fixing recess portion 2b can be allowed when the main body 1a is displaced vertically and vertical vibration can be absorbed by shearing force. Therefore, vibration of a vibrator can be damped, and vibration generated in a vibration damper can be prevented from being transmitted to the vibrator.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は制振装置に係り、特に制振装置の振動か振動体
へ伝達しないよう構成した制振装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a vibration damping device, and more particularly to a vibration damping device configured so that vibrations of the damping device are not transmitted to a vibrating body.

従来の技術 例えばビル等の構造物においては地震あるいは風圧等に
より振動が発生した場合、振動を制振するための制振装
置がビル屋上等に設けられている。
2. Description of the Related Art For example, in a structure such as a building, when vibration occurs due to an earthquake or wind pressure, a vibration damping device is provided on the roof of the building or the like to damp the vibration.

この種の制振装置では、主にビルの質量に応じた所定の
重量を有する付加質量を、ビルの振動状態に応じて変位
させてビルで発生した振動を制振する構成が採用されて
いる。
This type of vibration damping device mainly employs a configuration in which an additional mass having a predetermined weight corresponding to the mass of the building is displaced in accordance with the vibration state of the building to damp the vibrations generated in the building. .

付加質量はビル屋上に固定された装置本体に摺動自在に
設けられ、サーボモータ等のアクチュエータの駆動力が
伝達されて振動を減衰する方向に移動する。
The additional mass is slidably provided on the main body of the device fixed on the roof of the building, and is moved in a direction to damp vibrations upon transmission of the driving force of an actuator such as a servo motor.

発明が解決しようとする課題 しかるに、従来の制振装置では装置本体が直接ビルの屋
上に固定されているため、付加質量を移動させるための
アクチュエータあるいは付加質量に駆動力を伝達するた
めの伝達機構で発生した高周波振動がビルに伝わりゃす
く、ビル内の居住者に不快感を与えてしまうといった課
題がある。
Problems to be Solved by the Invention However, in conventional vibration damping devices, the main body of the device is directly fixed to the roof of a building, so an actuator for moving the additional mass or a transmission mechanism for transmitting driving force to the additional mass is required. The problem is that the high-frequency vibrations generated by the building are difficult to transmit to the building, causing discomfort to the occupants of the building.

そこで、本発明は上記課題を解決した制振装置を提供す
ることを目的とする。
Therefore, an object of the present invention is to provide a vibration damping device that solves the above problems.

課題を解決するための手段 本発明は、振動する振動体上に設置された装置本体内に
、所定の重量を有する付加質量を摺動自在に設け、該付
加質量の変位により該振動体の振動を制振する制振装置
において、 前記装置本体の底部と前記振動体の上面との間に設けら
れ前記装置本体からの振動を吸収する防振部材と、 前記装置本体が前記付加質量の摺動方向と直交する向き
へ変位することを許容するとともに前記付加質量の変位
による慣性力を前記振動体に伝達するよう前記装置本体
の側面と、該側面に対向する振動体の側面との間に設け
られた伝達部材と、を具備してなる。
Means for Solving the Problems The present invention provides an additional mass having a predetermined weight in a slidable manner within a device main body installed on a vibrating body, and the vibration of the vibrating body is reduced by displacement of the additional mass. A vibration damping device for damping vibrations, comprising: a vibration isolating member provided between a bottom of the device main body and a top surface of the vibrating body to absorb vibrations from the device main body; provided between a side surface of the device main body and a side surface of the vibrating body opposite to the side surface so as to allow displacement in a direction perpendicular to the direction and transmit inertia force due to displacement of the additional mass to the vibrating body. and a transmission member.

作用 装置本体からの振動を防振部材により遮断し、さらに装
置本体の付加質量の摺動方向と直交する向きの変位を許
容するとともに付加質量の変位による慣性力を振動体に
伝達することにより、振動体の振動を制振するとともに
、制振装置で生じた振動が振動体に伝達することを防止
する。
By blocking vibrations from the operating device main body with the vibration isolating member, further allowing displacement of the additional mass of the device main body in a direction perpendicular to the sliding direction, and transmitting the inertia force due to the displacement of the additional mass to the vibrating body, This damps the vibration of the vibrating body and prevents the vibration generated by the vibration damping device from being transmitted to the vibrating body.

実施例 第1図及び第2図に本発明になる制振装置の一実施例を
示す。
Embodiment FIGS. 1 and 2 show an embodiment of a vibration damping device according to the present invention.

両図中、制振装置1はビル(振動体)2の屋上2aに設
置されている。このビル2は12階建てであり、正面の
横幅に対して側面の奥行きが小さいタワー構造の如く建
設されている。ビル2の例えば3,6,9.12階の各
フロアには床面あるいは柱等の振動の状態を検出する振
動状態検知センサ3 (3,,3,,3,・・・)が設
けられており、ビル2の地下には地震を検出する地震セ
ンサ4が埋設されている。又、ビル2の屋上には風速風
向計5が設置されている。
In both figures, a vibration damping device 1 is installed on the roof 2a of a building (vibrating body) 2. This building 2 has 12 floors and is constructed like a tower structure with a smaller side depth than the front width. For example, each of the 3rd, 6th, 9th, and 12th floors of the building 2 is provided with a vibration state detection sensor 3 (3, 3, 3,...) that detects the state of vibration of the floor surface, pillars, etc. An earthquake sensor 4 for detecting earthquakes is buried in the basement of the building 2. Further, a wind speed anemometer 5 is installed on the roof of the building 2.

尚、振動状態検知センサ3は、ビル2が振動したときの
変位を検知する変位センサでも良いし、あるいは振動発
生時の速度を検知する速度センサ、あるいは加速度を検
知する加速度センサ等が考えられる。
The vibration state detection sensor 3 may be a displacement sensor that detects displacement when the building 2 vibrates, or may be a speed sensor that detects the speed when vibration occurs, or an acceleration sensor that detects acceleration.

第1図に示すビル2は例えば地震が発生した場合あるい
は風圧が作用した場合奥行の小さい幅狭方向(X方向)
に振動が発生しやすい構造となっている。そのため第2
図に示す制振装置1はX方向に発生する振動を制御する
ように設置されている。この制御装置1は概略、付加質
量6にボールねじ機構7を設け、ACサーボモータ8の
回転駆動力をボールねじ機構7に伝達して付加質量6を
X方向に摺動させる構成となっている。
Building 2 shown in Figure 1 is located in the narrow direction (X direction) where, for example, an earthquake occurs or wind pressure acts.
The structure is prone to vibration. Therefore, the second
The vibration damping device 1 shown in the figure is installed so as to control vibrations occurring in the X direction. This control device 1 is generally configured such that a ball screw mechanism 7 is provided on an additional mass 6, and the rotational driving force of an AC servo motor 8 is transmitted to the ball screw mechanism 7 to cause the additional mass 6 to slide in the X direction. .

第1図において、ビル2が地震発生により振動すると、
各振動状態検知センサ3.〜34及び地震センサ4から
の検出信号はA/D変換器9に入力され、デジタル信号
に変換される。A/D変換器9からの信号が入力される
演算装置1oには、風速風向計5からの計測信号及びA
Cサーボモータ8に内蔵された回転検出器(図示せず)
から回転検出信号も供給されており、振動状態検知セン
サ3I〜34、地震センサ4、風速風向計5等からの信
号により振動状態が演算され、その演算結果に基づいて
付加質量6の変位方向、変位量、変位速度、加速度等を
算出するプログラムが入力されている。そして、演算装
置10内に接続されたサーボコントローラ11は演算装
置10からの指令によりACサーボモータ8に駆動電流
を供給する。
In Figure 1, when building 2 vibrates due to an earthquake,
Each vibration state detection sensor 3. 34 and the detection signals from the earthquake sensor 4 are input to the A/D converter 9 and converted into digital signals. The arithmetic device 1o, into which the signal from the A/D converter 9 is input, receives the measurement signal from the wind speed anemometer 5 and the A/D converter 9.
Rotation detector built into C servo motor 8 (not shown)
The vibration state is calculated based on the signals from the vibration state detection sensors 3I to 34, the earthquake sensor 4, the wind speed anemometer 5, etc., and based on the calculation results, the direction of displacement of the additional mass 6, A program for calculating displacement amount, displacement speed, acceleration, etc. is input. Then, a servo controller 11 connected within the arithmetic device 10 supplies a drive current to the AC servo motor 8 in response to a command from the arithmetic device 10.

ここで、本発明の要部である制御装置lについて詳述す
る。
Here, the control device 1, which is the main part of the present invention, will be explained in detail.

制御装置1の装置本体(以下単に本体という)Iaは第
2図及び第3図に示す如くビル2の屋上2aに設けられ
たコンクリート製の取付凹部2b内に設置されている。
The device main body (hereinafter simply referred to as main body) Ia of the control device 1 is installed in a concrete mounting recess 2b provided on the roof 2a of the building 2, as shown in FIGS. 2 and 3.

又本体1aの下面1bと取付凹部2b上面との間には複
数(第2図では3個のみ示す)の防振部材12(12,
〜12n)が介在している。この防振部材12は例えば
制振装置lで発生した振動を吸収するよう弾性を育した
ゴム製であり、上、下のベース部が夫々本体1a。
Furthermore, a plurality of vibration isolating members 12 (only three are shown in FIG. 2) are provided between the lower surface 1b of the main body 1a and the upper surface of the mounting recess 2b.
~12n) are present. The vibration isolating member 12 is made of, for example, rubber with increased elasticity to absorb vibrations generated by the vibration damping device 1, and the upper and lower base portions are the main body 1a.

取付凹部2bに固着されている。It is fixed in the mounting recess 2b.

又、本体1aの側面1c、ldと取付凹部2b側面内壁
との間には積層ゴム部材(伝達部材)13.14が介在
している。
Furthermore, a laminated rubber member (transmission member) 13, 14 is interposed between the side surfaces 1c, ld of the main body 1a and the inner wall of the side surface of the mounting recess 2b.

この積層ゴム部材13.14は表面にゴムか被覆された
金属板と、円板状のゴム板とを交互に複数枚積重してな
り、これ等を一体的に保持する構成となっている。そし
て、積層ゴム部材13゜14は弾性的なそのせん断力に
より振動を減衰する構造であり、本体1aか上、下方向
に変位することを許容しつる向きで、両端のベースが本
体1aの側面1c、1dと取付凹部2b内壁に固着され
ている。
The laminated rubber members 13 and 14 are constructed by alternately stacking a plurality of metal plates whose surfaces are coated with rubber and disc-shaped rubber plates, and hold them together. . The laminated rubber members 13 and 14 have a structure that damps vibrations by their elastic shear force, and are oriented vertically to allow the main body 1a to be displaced upwardly and downwardly, with bases at both ends facing the sides of the main body 1a. 1c, 1d and the inner wall of the mounting recess 2b.

即ち、積層ゴム部材13.14は付加質量6が変位する
方向の力をその剛性により取付凹部2b内壁に伝達する
が、本体1aが上、下方向に変位するとき取付凹部2b
に対する相対変位を許容するとともに上記せん断力によ
り上、下方向の振動を吸収する。
That is, the laminated rubber members 13 and 14 transmit the force in the direction in which the additional mass 6 is displaced to the inner wall of the mounting recess 2b due to their rigidity, but when the main body 1a is displaced upward or downward, the force in the direction of displacement of the additional mass 6 is transmitted to the inner wall of the mounting recess 2b.
The shearing force absorbs vibrations in the upward and downward directions.

本体1aの内部には付加質量6が変位可能に挿入される
凹部1eが形成されている。付加質量6は第3図に示す
ようにT字状の断面形状とされており、その下部6aか
凹部1eに挿入されると共に両側の腕部6b、6cは凹
部1eの周縁の上面1fに対向するように張り出してい
る。そして、付加質量6の腕部6b、6cと本体1aの
上面1fとの間にはリニアベアリング15a、15bか
設けられている。
A recess 1e into which the additional mass 6 is displaceably inserted is formed inside the main body 1a. As shown in FIG. 3, the additional mass 6 has a T-shaped cross section, and its lower part 6a is inserted into the recess 1e, and the arms 6b and 6c on both sides face the upper surface 1f of the periphery of the recess 1e. It's sticking out like that. Linear bearings 15a and 15b are provided between the arm portions 6b and 6c of the additional mass 6 and the upper surface 1f of the main body 1a.

従って、付加質量6の重量は両側のリニアベアリング1
5a、15bにより支持されるため、前述のボールねし
機構7には付加質量6の重量がほとんど付与されない。
Therefore, the weight of the additional mass 6 is equal to the weight of the linear bearings 1 on both sides.
5a and 15b, the weight of the additional mass 6 is hardly applied to the aforementioned ball mechanism 7.

又、本体1aの凹部1eには前記ACサーボモータ8が
固定されており、その出力軸8aは第4図に示す如くカ
ップリング16を介してボールねじ機構7に螺入するお
ねじ17に結合されている。
Further, the AC servo motor 8 is fixed in the recess 1e of the main body 1a, and its output shaft 8a is coupled to a male screw 17 screwed into the ball screw mechanism 7 via a coupling 16 as shown in FIG. has been done.

おねじ17は一端が凹部1eの底面1gに固定された第
1の軸受部18に軸承され、付加質量6を貫通して延在
する他端が第2の軸受部19に軸承されている。
One end of the male thread 17 is supported by a first bearing part 18 fixed to the bottom surface 1g of the recess 1e, and the other end, which extends through the additional mass 6, is supported by a second bearing part 19.

第4図に示す如く、第1の軸受部18は、本体1aの底
面1gに固定されたハウジング18aと、ハウジング1
8a内に嵌合するアンギュラコンタクト玉軸受20.2
1と、アンギュラコンタクト玉軸受20.21を保持す
るストッパ18bとよりなる。
As shown in FIG. 4, the first bearing section 18 includes a housing 18a fixed to the bottom surface 1g of the main body 1a, and a housing 18a fixed to the bottom surface 1g of the main body 1a.
Angular contact ball bearing 20.2 that fits inside 8a
1, and a stopper 18b that holds an angular contact ball bearing 20.21.

アンギュラコンタクト玉軸受20.21の内輪20a、
21aはおねじ17の嵌合部17aに嵌合し、外輪20
b、21bはハンジング18aの孔18a1内に嵌合し
ている。尚、内輪20a。
Inner ring 20a of angular contact ball bearing 20.21,
21a fits into the fitting portion 17a of the male thread 17, and the outer ring 20
b, 21b fit into the hole 18a1 of the hanging 18a. In addition, the inner ring 20a.

21aはおねじ17の段部17bとワッシャ22との間
で、おねじI7のねじ部17cに螺合するナツト23の
締付けによりおねじ17に固定されている。
21a is fixed to the male thread 17 between the stepped portion 17b of the male thread 17 and the washer 22 by tightening a nut 23 that is screwed into the threaded portion 17c of the male thread I7.

上記アンギュラコンタクト玉軸受20.21はラジアル
方向だけでなくスラスト方向(X方向)の荷重に耐えら
れる構造となっている。即ち、第4図中、左側のアンギ
ュラコンタクト玉軸受2゜はX、方向の荷重を受けるこ
とができ、右側のアンギュラコンタクト玉軸受21はX
1方向の荷重を受けることができる。これは、付加質量
6がX、、X、方向に駆動される際におねじ17に付加
質量6の移動方向と逆向きの力が作用するためである。
The angular contact ball bearings 20 and 21 have a structure that can withstand loads not only in the radial direction but also in the thrust direction (X direction). That is, in FIG. 4, the angular contact ball bearing 2° on the left side can receive a load in the X direction, and the angular contact ball bearing 21 on the right side can receive a load in the X direction.
It can bear loads in one direction. This is because when the additional mass 6 is driven in the X direction, a force in the opposite direction to the moving direction of the additional mass 6 acts on the screw 17.

尚、第2の軸受部19は上記第1の軸受部18と同様な
構成としても良いし、あるいはスラスト荷重を受けない
通常のラジアル軸受によりおねじ17の端部を軸承する
ようにしても良い。
The second bearing part 19 may have the same configuration as the first bearing part 18, or the end of the male thread 17 may be supported by a normal radial bearing that does not receive thrust loads. .

第5図に示す如く、付加質量6に設けられたボールねじ
機構7は、付加質量6の取付部6dに保持されたナツト
7aと、ナツト7aの螺旋溝7a、とおねじ17の螺旋
溝17dとの空間に嵌入するボール7bとよりなる。ボ
ールねじ機構7はおねじ17の回転がボール7bのころ
がり摩擦を介してナツト7aに伝達されるため、伝達効
率が他の伝達手段よりも高く、ACサーボモータ8の回
転駆動力を伝達ロスの少ない状態で付加質量6に伝達で
きる。
As shown in FIG. 5, the ball screw mechanism 7 provided on the additional mass 6 has a nut 7a held on the mounting portion 6d of the additional mass 6, a spiral groove 7a of the nut 7a, and a spiral groove 17d of the male thread 17. It consists of a ball 7b that fits into the space. In the ball screw mechanism 7, the rotation of the male screw 17 is transmitted to the nut 7a via the rolling friction of the ball 7b, so the transmission efficiency is higher than other transmission means, and the rotational driving force of the AC servo motor 8 is transmitted with less loss. can be transmitted to the additional mass 6 in the state.

ここで、上記構成になる制振装置1の動作について説明
する。
Here, the operation of the vibration damping device 1 having the above configuration will be explained.

例えば地震発生又は風圧の作用によりビル2がX方向に
振動した場合、ビル2の各階では夫々異なる変位量、加
速度の振動が発生する。このような、ビル2の振動は各
振動状態検知センサ3I〜34により検出され、さらに
地震センサ4.風速風圧計5からの信号に基づいて付加
質量6の変位方向、変位量、速度、加速度等が演算装置
lOにより算出される。サーボコントローラ11は演算
装置10からの指令によりACサーボモータ8に駆動電
流を供給する。
For example, when the building 2 vibrates in the X direction due to an earthquake or the action of wind pressure, vibrations with different amounts of displacement and acceleration occur on each floor of the building 2. Such vibrations of the building 2 are detected by each of the vibration state detection sensors 3I to 34, and are further detected by the earthquake sensor 4. Based on the signal from the wind speed anemometer 5, the displacement direction, displacement amount, speed, acceleration, etc. of the additional mass 6 are calculated by the calculation device IO. The servo controller 11 supplies a drive current to the AC servo motor 8 according to a command from the arithmetic device 10 .

ACサーボモータ8には常時微弱電流が通電されてスタ
ンバイ状態にあるので、ACサーボモータ8は駆動電流
の供給と同時におねじ17を回転駆動する。尚、微弱電
流によるエネルギ消費はわずかであるので無駄が少ない
Since the AC servo motor 8 is constantly supplied with a weak current and is in a standby state, the AC servo motor 8 rotates the male screw 17 at the same time as the drive current is supplied. Note that the energy consumption due to the weak current is small, so there is little waste.

おねじ17が回転すると、その回転力はポールねじ機構
7に伝達され、さらに前述の如く効率良く、付加質量6
の変位に変換される。付加質量6はビル2の質量に応じ
た相当な質量を有するものの、リニアベアリング14.
15により支持されているので始動時の負荷が軽減され
ている。
When the male screw 17 rotates, the rotational force is transmitted to the pole screw mechanism 7, and as described above, the additional mass 6
is converted into a displacement of Although the additional mass 6 has a considerable mass corresponding to the mass of the building 2, the linear bearing 14.
15, the load upon starting is reduced.

従って、付加質量6はサーボコントローラ11からの駆
動電流供給に対して、応答性良くX方向に摺動すること
ができる。これにより、ビル2で発生した振動は付加質
量6の変位により制振される。しかも、上記制振装置1
においては、付加質量6が比較的軽い力で駆動できるの
て周波数の高い振動も良好に制振することができる。
Therefore, the additional mass 6 can slide in the X direction with good responsiveness to the drive current supplied from the servo controller 11. As a result, vibrations generated in the building 2 are suppressed by the displacement of the additional mass 6. Moreover, the vibration damping device 1
In this case, since the additional mass 6 can be driven with a relatively light force, even high frequency vibrations can be suppressed well.

このように、付加質量6がX方向に摺動する際、付加質
量6を駆動するACサーボモータ8及びポールねじ機構
7等の駆動伝達機構において振動が生じやすく、これら
の振動が本体1aに伝達される。このように、本体1a
から発生した振動はおよそ50Hz以上の高周波振動で
あるのに対し、付加質量6により制振するビル2の振動
数は最大でも10Hz程度であり、装置本体1aからの
振動数に比べると非常に低い振動数である。積層ゴム部
材13.14はこの振動数の差を利用して、高周波振動
のみを吸収するように設けられている。
In this way, when the additional mass 6 slides in the X direction, vibrations are likely to occur in the AC servo motor 8 that drives the additional mass 6 and the drive transmission mechanism such as the pole screw mechanism 7, and these vibrations are transmitted to the main body 1a. be done. In this way, the main body 1a
The vibration generated from the main body 1a is a high-frequency vibration of about 50 Hz or more, whereas the vibration frequency of the building 2, which is damped by the additional mass 6, is about 10 Hz at maximum, which is very low compared to the frequency from the device body 1a. It is the frequency of vibration. The laminated rubber members 13 and 14 are provided so as to utilize this difference in vibration frequency to absorb only high frequency vibrations.

即ち、付加質量6が摺動したときのX方向の慣性力は積
層部材13.14を介して取付凹部2bの内壁に伝達さ
れ、従来と同様な制振効果が得られる。しかしながら、
ACサーボモータ8及びボールねじ機構7等より発生し
た高周波振動は防振部材12及び積層ゴム部材13.1
4の弾性により吸収される。
That is, the inertial force in the X direction when the additional mass 6 slides is transmitted to the inner wall of the mounting recess 2b via the laminated members 13, 14, and the same vibration damping effect as in the conventional case can be obtained. however,
High frequency vibrations generated by the AC servo motor 8, ball screw mechanism 7, etc. are transmitted to the vibration isolating member 12 and the laminated rubber member 13.1.
It is absorbed by the elasticity of 4.

例えば本体1aに上、下方向の振動が生じたとき、積層
部材13,14は本体1aの上、下動を許容し、上下方
向の振動は防振部材12の弾性及び積層ゴム部材13.
14のせん断力により吸収される。又、上、下方向以外
のX方向と直交する方向の振動が生じた場合も、同様に
吸収される。
For example, when upward and downward vibrations occur in the main body 1a, the laminated members 13 and 14 allow the upward and downward movements of the main body 1a, and the vertical vibrations are caused by the elasticity of the vibration isolating member 12 and the laminated rubber member 13.
Absorbed by a shear force of 14. Furthermore, even if vibration occurs in a direction perpendicular to the X direction other than the upward and downward directions, it is absorbed in the same way.

そのため、本体1aからの振動はビル2に伝達されず、
付加質量6を移動させる際ビル2の居住者に不快感を与
えることがない。
Therefore, vibrations from the main body 1a are not transmitted to the building 2,
When moving the additional mass 6, the occupants of the building 2 will not feel uncomfortable.

尚、上記実施例では本体1aの底部にゴム製の防振部材
を設けたが、これに限らず、例えばエアダンパ等の緩衝
部材を設けるようにしても良いのは勿論である。
In the above embodiment, a rubber vibration isolating member is provided at the bottom of the main body 1a, but the present invention is not limited to this, and it is of course possible to provide a buffer member such as an air damper.

又、上記実施例では本体1aの側面1c、ldに積層ゴ
ム部材13.14を設けたが、これに限らず、付加質量
6の摺動方向へは剛体として作用し、摺動方向と直交す
る方向には本体1aの動きを許容する構成のものであれ
ば他の部材を用いても良い。
Further, in the above embodiment, the laminated rubber members 13, 14 are provided on the side surfaces 1c, ld of the main body 1a, but the invention is not limited to this, and the laminated rubber members 13, 14 act as a rigid body in the sliding direction of the additional mass 6, and are perpendicular to the sliding direction. Other members may be used as long as they are configured to allow movement of the main body 1a in this direction.

又、上記実施例ではボールねじ機構7を介して付加質量
6を移動させたが、別の駆動機構により付加質量6を移
動させるようにしても良いのは言うまでもない。
Further, in the above embodiment, the additional mass 6 is moved via the ball screw mechanism 7, but it goes without saying that the additional mass 6 may be moved using another drive mechanism.

発明の効果 上述の如く本発明になる制振装置は、付加質量を摺動さ
せて振動体の振動を制振する際、例えば付加質量を駆動
する駆動系において発生した高周波振動が装置本体に伝
達されても、装置本体と振動体との間に設けられた防振
部材により吸収され振動体に高周波振動か伝達されるこ
とを防止でき、居住者の不快感を解消することかできる
。しかも、付加質量の摺動による慣性力が伝達部材を介
して振動体に伝達されるので、振動体の振動を良好に制
振することができる等の特長を有する。
Effects of the Invention As described above, the vibration damping device of the present invention suppresses vibrations of a vibrating body by sliding the additional mass, for example, when high-frequency vibrations generated in the drive system that drives the additional mass are transmitted to the main body of the device. Even if the high-frequency vibrations occur, the high-frequency vibrations can be absorbed by the vibration isolating member provided between the device main body and the vibrating body and can be prevented from being transmitted to the vibrating body, thereby eliminating the discomfort of the occupant. Furthermore, since the inertia force due to the sliding of the additional mass is transmitted to the vibrating body via the transmission member, the vibration of the vibrating body can be effectively suppressed.

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

第1図は本発明になる制振装置の一実施例がビルに設置
された状態を示す概略図、第2図は制振装置の正面図、
第3図は制振装置の縦断面図、第4図はおねじを軸承す
る軸受部の縦断面図、第5図は付加質量に設けられたポ
ールねし機構の縦断面図である。 1・・・制振装置、2・・・ビル、3.〜34・・・振
動状態検知センサ、4・・・地震センサ、6・・・付加
質量、7・・・ボールねし機構、8・・・ACサーボモ
ータ、11・・・サーボコントローラ、12・・・防振
部材、13.14・・・積層ゴム部材、15a、15b
・・・リニアベアリング。 特許出願人 株式会社 大 林 紐
FIG. 1 is a schematic diagram showing a state in which an embodiment of the vibration damping device according to the present invention is installed in a building, FIG. 2 is a front view of the vibration damping device,
FIG. 3 is a longitudinal sectional view of the vibration damping device, FIG. 4 is a longitudinal sectional view of a bearing portion that supports a male screw, and FIG. 5 is a longitudinal sectional view of a pole screw mechanism provided on the additional mass. 1... Vibration damping device, 2... Building, 3. ~34... Vibration state detection sensor, 4... Earthquake sensor, 6... Additional mass, 7... Ball screw mechanism, 8... AC servo motor, 11... Servo controller, 12. ... Vibration isolation member, 13.14... Laminated rubber member, 15a, 15b
...Linear bearing. Patent applicant Obayashi Himo Co., Ltd.

Claims (1)

【特許請求の範囲】 振動する振動体上に設置された装置本体内に、所定の重
量を有する付加質量を摺動自在に設け、該付加質量の変
位により該振動体の振動を制振する制振装置において、 前記装置本体の底部と前記振動体の上面との間に設けら
れ前記装置本体からの振動を吸収する防振部材と、 前記装置本体が前記付加質量の摺動方向と直交する向き
へ変位することを許容するとともに前記付加質量の変位
による慣性力を前記振動体に伝達するよう前記装置本体
の側面と、該側面に対向する振動体の側面との間に設け
られた伝達部材と、を具備してなることを特徴とする制
振装置。
[Scope of Claims] A vibration control device in which an additional mass having a predetermined weight is slidably provided in a device main body installed on a vibrating body, and vibrations of the vibrating body are suppressed by displacement of the additional mass. In the vibration device, a vibration isolating member is provided between the bottom of the device main body and the top surface of the vibrating body and absorbs vibrations from the device main body, and the device main body is oriented perpendicular to the sliding direction of the additional mass. a transmission member provided between a side surface of the device main body and a side surface of the vibrating body opposite to the side surface so as to allow the additional mass to be displaced and to transmit the inertia force due to the displacement of the additional mass to the vibrating body; A vibration damping device comprising:
JP02281574A 1990-10-19 1990-10-19 Damping device Expired - Fee Related JP3101314B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02281574A JP3101314B2 (en) 1990-10-19 1990-10-19 Damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02281574A JP3101314B2 (en) 1990-10-19 1990-10-19 Damping device

Publications (2)

Publication Number Publication Date
JPH04157234A true JPH04157234A (en) 1992-05-29
JP3101314B2 JP3101314B2 (en) 2000-10-23

Family

ID=17641076

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02281574A Expired - Fee Related JP3101314B2 (en) 1990-10-19 1990-10-19 Damping device

Country Status (1)

Country Link
JP (1) JP3101314B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992021841A1 (en) * 1991-06-07 1992-12-10 Kajima Corporation Vibration control device for structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992021841A1 (en) * 1991-06-07 1992-12-10 Kajima Corporation Vibration control device for structure
US5447001A (en) * 1991-06-07 1995-09-05 Kajima Corporation Vibration control device for structure

Also Published As

Publication number Publication date
JP3101314B2 (en) 2000-10-23

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