JPH02296975A - Vibro-isolating device - Google Patents
Vibro-isolating deviceInfo
- Publication number
- JPH02296975A JPH02296975A JP11438489A JP11438489A JPH02296975A JP H02296975 A JPH02296975 A JP H02296975A JP 11438489 A JP11438489 A JP 11438489A JP 11438489 A JP11438489 A JP 11438489A JP H02296975 A JPH02296975 A JP H02296975A
- Authority
- JP
- Japan
- Prior art keywords
- hanging
- hanging frame
- frame
- suspended
- vibrator
- 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
- 238000013016 damping Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 9
- 238000006073 displacement reaction Methods 0.000 abstract description 5
- 238000006243 chemical reaction Methods 0.000 description 1
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は塔状構造物、高層ビル等の割振に適用される、
例えばアクチブ・マス・ダンパ セミ・アクチブ・ダン
パ等の制振装置に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applied to the allocation of tower structures, high-rise buildings, etc.
For example, it relates to vibration damping devices such as active mass dampers and semi-active dampers.
[従来の技術]
従来、塔状構造物、高層ビル等の割振に適用されるアク
チブ・マス・ダンパは第3図に示すように構成されてい
た。第3図において、1は構造物4の振動を抑制するた
めの質ff1(振動体)である。また、6は上記質量を
動かすための加振機であり、ホストコンピュータ8によ
り制御される。[Prior Art] Conventionally, an active mass damper applied to the distribution of tower structures, high-rise buildings, etc. has been constructed as shown in FIG. In FIG. 3, 1 is a vibration body ff1 for suppressing vibration of the structure 4. In FIG. Further, 6 is a vibrator for moving the mass, and is controlled by a host computer 8.
9は上記構造物4に取付けられた構造物4の振動を検出
する振動センサである。この振動センサ9で検出された
構造物4の振動は上記ホストコンピュータ8に出力され
る。ところで、上記質量lは車輪11によりレール12
上を移動可能におがれており、上記加振機6は構造物4
に固定された反力壁12に一端が固定されている。A vibration sensor 9 is attached to the structure 4 and detects the vibration of the structure 4. The vibration of the structure 4 detected by the vibration sensor 9 is output to the host computer 8. By the way, the above mass l is caused by the rail 12 due to the wheels 11.
The vibration exciter 6 is movably suspended above the structure 4.
One end is fixed to a reaction wall 12 fixed to.
つまり、従来のアクチブ・マス・ダンパは振動センサ9
により構造物4の振動が検出されると、ホストコンピュ
ータ8により加振機6が制御されて、質量1がレール1
0上を移動されて、構造物4の振動を抑制していた。In other words, the conventional active mass damper uses vibration sensor 9
When the vibration of the structure 4 is detected, the host computer 8 controls the vibration exciter 6 to move the mass 1 to the rail 1.
0 to suppress the vibration of the structure 4.
[発明が解決しようとする問題点]
しかし、従来のアクチブ・マス・ダンパは質m1はレー
ル10上を移動するため、制振効果はレール10の敷設
方向の1方向しか生じないという問題点がある。また
、割振効果を水平2方向に生じさせるようにするには互
いに直行するようにレール上に置かれた2体の質量を制
御する必要があった。[Problems to be Solved by the Invention] However, the conventional active mass damper has a problem in that, since the mass m1 moves on the rail 10, the damping effect is produced only in one direction, the direction in which the rail 10 is laid. be. Furthermore, in order to produce the distribution effect in two horizontal directions, it was necessary to control the masses of the two bodies placed on the rail so that they were perpendicular to each other.
さらに、大きな制振効果を得るためには質量1を大きな
変位で動かす必要があるが、この場合には大きいストロ
ークの加振機が必要となるという問題点がある。Furthermore, in order to obtain a large vibration damping effect, it is necessary to move the mass 1 with a large displacement, but in this case there is a problem that a vibrator with a large stroke is required.
本発明は上記の点に鑑みてなされてもので、その目的は
1つの質量で、あらゆる方向において大きな制振効果を
生じさせることができる制振装置を提0(することにあ
る。The present invention has been made in view of the above points, and its purpose is to provide a vibration damping device that can produce a large vibration damping effect in all directions with one mass.
[問題点を解決するための手段]
構造物の振動を抑制するための振動体と、この振動体を
支持する複数の第nの吊り材と、上記複数の第nの吊り
材が懸垂される第nの吊り枠と、この第nの吊り枠を支
持する複数の第(n +1. )の吊り材と、上記複数
の第(n+1)の吊り材が懸垂される第(n + 1)
の吊り枠と、この第(n+1)の吊り枠を上記構造物か
ら懸垂する第(n+2)の吊り材と、上記振動体と上記
第nの吊り枠との間、上記第nの吊り枠と上記第(n+
1)の吊り枠との間、上記第(n+1)の吊り枠と構造
物との間に夫々設けられた加振機とを備えた制振装置で
ある。[Means for solving the problem] A vibrating body for suppressing vibration of a structure, a plurality of n-th hanging members that support this vibrating body, and the plurality of n-th hanging members are suspended. An nth hanging frame, a plurality of (n+1.)th hanging members supporting the nth hanging frame, and an (n+1)th hanging member from which the plurality of (n+1)th hanging members are suspended.
a hanging frame, a (n+2)th hanging member for suspending this (n+1)th hanging frame from the structure, a space between the vibrating body and the nth hanging frame, and a space between the nth hanging frame and the nth hanging frame. The above (n+
This is a vibration damping device including a vibration exciter provided between the suspension frame 1) and between the (n+1)th suspension frame and the structure.
[作用]
1つの質量を吊り材を介して吊り枠から振り子状に吊り
下げ、さらに、吊り枠を吊り材を介して吊り枠から振り
子状に吊り下げるようにして、n重に振り子をはり、個
々の吊り枠間に加振機を取付け、各加振機のストローク
は小さくても、質量に大きな変位を与えることができよ
うにしている。[Function] One mass is hung in a pendulum shape from a hanging frame via a hanging material, and the hanging frame is further suspended from the hanging frame in a pendulum shape via a hanging material, so that the pendulum is hung n times. Vibrators are installed between the individual hanging frames, and even if the stroke of each vibrator is small, it is possible to give a large displacement to the mass.
[実施例]
以下、図面を参照して本発明の一実施例に係わる制振装
置について説明する。第1図において、1は振動体(質
量)、2は第1の吊り枠、3は第2の吊り枠、4は構造
物、5は吊り材、6は加振機、7はピン支持部である。[Example] Hereinafter, a vibration damping device according to an example of the present invention will be described with reference to the drawings. In Fig. 1, 1 is the vibrating body (mass), 2 is the first hanging frame, 3 is the second hanging frame, 4 is the structure, 5 is the hanging material, 6 is the vibrator, and 7 is the pin support. It is.
つまり、振動体1は第1の吊り枠2から吊り材5で吊ら
れている。この第1の吊り枠2は第2の吊り枠3から吊
り材5で吊られている。さらに、この第2の吊り枠3は
構造物4から吊り材5で吊られている。That is, the vibrating body 1 is suspended from the first hanging frame 2 by the hanging members 5. This first hanging frame 2 is suspended from a second hanging frame 3 by a hanging member 5. Furthermore, this second hanging frame 3 is suspended from the structure 4 by hanging members 5.
また、振動体1と第1の吊り枠2間、第1の吊り枠2と
第2の吊り枠3間、第2の吊り枠3と構造物4間には両
端をピン支持部7により支持された加振機6が前後方向
に3個、左右方向に3個取付けられている。上記加振機
6は油圧あるいは電気等で駆動されるもので、その制御
は図示しないコンピュータにより制御されている。また
14前後方向にある加振機6と左右方向にある加振機6
には、コンピュータから異なった指令が出されるが、同
じ向きの各加振機には同じ指令が出力される。In addition, both ends are supported by pin supports 7 between the vibrating body 1 and the first hanging frame 2, between the first hanging frame 2 and the second hanging frame 3, and between the second hanging frame 3 and the structure 4. Three vibration exciters 6 are installed in the front-rear direction and three in the left-right direction. The vibrator 6 is hydraulically or electrically driven, and is controlled by a computer (not shown). In addition, the vibration exciter 6 in the front-back direction and the vibration exciter 6 in the left-right direction
Different commands are issued from the computer, but the same command is output to each exciter facing the same direction.
次に、動作について説明する。例えば、前後方向の各加
振機6に30cmの伸長の指令が出力されると、振動体
1は構造物4に対して前後方向に90c11だけ変位さ
れる。このため、短いストロークの加振機6で何倍もの
変位を振動体1に与えることができる。また、前後方向
と同時に、左右方向の加振機6にもコンピュータから別
の指令が出力されると、それに応じて振動体1は左右方
向に加振機6に与えられるストロークの何倍もの変位が
与えられる。また、加振機6は両端をピン支持部7によ
り支持されているため、前後方向の加振機6及び左右方
向の加振機7に同時に指令が出力されても、水平全方向
に対して振動体1を動かされる。Next, the operation will be explained. For example, when a command to extend 30 cm is output to each vibrator 6 in the longitudinal direction, the vibrating body 1 is displaced by 90c11 in the longitudinal direction with respect to the structure 4. Therefore, the vibration exciter 6 with a short stroke can give many times the displacement to the vibrating body 1. In addition, when another command is output from the computer to the vibration exciter 6 in the horizontal direction at the same time as in the longitudinal direction, the vibrating body 1 is displaced in the horizontal direction many times the stroke given to the vibration exciter 6. is given. In addition, since the vibration exciter 6 is supported at both ends by the pin support 7, even if a command is output to the longitudinal vibration exciter 6 and the horizontal vibration exciter 7 at the same time, the The vibrating body 1 is moved.
次に、第2図(A)及び(B)は本発明の他の実施例を
示すものである。この他の実施例では振動体1と第1の
吊り枠2間、第1の吊り枠2と第2の吊り枠3間、第2
の吊り枠3と構造物4間の隙間が第1図に示した一実施
例に比べてはるかに少ない場合に適用されるものである
。つまり、加振機6の取付は方が横型である以外はその
(l、i成及び動作は第1図に示した一実施例と同じで
ある。Next, FIGS. 2(A) and 2(B) show another embodiment of the present invention. In other embodiments, between the vibrating body 1 and the first hanging frame 2, between the first hanging frame 2 and the second hanging frame 3, and between the second hanging frame 2 and the second hanging frame 3,
This is applied when the gap between the hanging frame 3 and the structure 4 is much smaller than that in the embodiment shown in FIG. That is, except that the vibration exciter 6 is installed horizontally, its configuration and operation are the same as in the embodiment shown in FIG.
なお、上記実施例においては、吊り枠を2つ設けたか、
これに限らず吊り枠をn個設けて、加振機6のストロー
クの(n+1)倍もの変位を振動体1に与えるようにし
ても良い。In addition, in the above embodiment, two hanging frames were provided, or two hanging frames were provided.
The present invention is not limited to this, and n hanging frames may be provided to apply a displacement (n+1) times the stroke of the vibration exciter 6 to the vibrating body 1.
[発明の効果]
以上詳述したように本発明によれば、多重吊りした振動
体及び吊り枠間に自動制御で作動される加振機を設ける
ようにしたので、加振機のス!・ローフが短い場合でも
、振動体を大きく振動させることができ、大きな割振効
果を生じさせることができる。また、振動体は振り千秋
に吊り下げられているので、1つの振動体で水平方向全
方向に制振効果を生じさせることができる。[Effects of the Invention] As detailed above, according to the present invention, a vibrating machine that is operated under automatic control is provided between the multiple suspended vibrating bodies and the hanging frame, so that the speed of the vibrating machine can be reduced.・Even when the loaf is short, the vibrating body can be vibrated greatly and a large distribution effect can be produced. In addition, since the vibrating body is suspended vertically, one vibrating body can produce a damping effect in all horizontal directions.
第1図は本発明の一実施例に係わる制振装置の構造を示
す斜視図、第2図(A)は本発明の他の実施例に係わる
割振装置の構造を示す平面図、第・・吊り材、
6・・・加振機。FIG. 1 is a perspective view showing the structure of a vibration damping device according to an embodiment of the present invention, FIG. Hanging material, 6... Vibrator.
Claims (1)
支持する複数の第nの吊り材と、上記複数の第nの吊り
材が懸垂される第nの吊り枠と、この第nの吊り枠を支
持する複数の第(n+1)の吊り材と、上記複数の第(
n+1)の吊り材が懸垂される第(n+1)の吊り枠と
、この第(n+1)の吊り枠を上記構造物から懸垂する
第(n+2)の吊り材と、上記振動体と上記第nの吊り
枠との間、上記第nの吊り枠と上記第(n+1)の吊り
枠との間、上記第(n+1)の吊り枠と構造物との間に
夫々設けられた加振機とを具備したことを特徴とする制
振装置。a vibrating body for suppressing vibrations of a structure; a plurality of nth hanging members supporting the vibrating body; an nth hanging frame from which the plurality of nth hanging members are suspended; a plurality of (n+1)th hanging members supporting the hanging frame;
the (n+1)th hanging frame from which the (n+1) hanging material is suspended; the (n+2)th hanging material from which the (n+1)th hanging frame is suspended from the structure; the vibrating body; A vibration exciter is provided between the suspension frame, between the nth suspension frame and the (n+1)th suspension frame, and between the (n+1)th suspension frame and the structure. A vibration damping device characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11438489A JPH0713420B2 (en) | 1989-05-08 | 1989-05-08 | Vibration control device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11438489A JPH0713420B2 (en) | 1989-05-08 | 1989-05-08 | Vibration control device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02296975A true JPH02296975A (en) | 1990-12-07 |
JPH0713420B2 JPH0713420B2 (en) | 1995-02-15 |
Family
ID=14636323
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11438489A Expired - Lifetime JPH0713420B2 (en) | 1989-05-08 | 1989-05-08 | Vibration control device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0713420B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014081000A (en) * | 2012-10-15 | 2014-05-08 | Oiles Ind Co Ltd | Seismic isolation and vibration-proof device |
JP2017002555A (en) * | 2015-06-10 | 2017-01-05 | 大成建設株式会社 | Vibration control structure |
JP2019196648A (en) * | 2018-05-10 | 2019-11-14 | 戸田建設株式会社 | Building damping system and building |
JP2020002545A (en) * | 2018-06-25 | 2020-01-09 | 大成建設株式会社 | Pendulum type vibration control device |
-
1989
- 1989-05-08 JP JP11438489A patent/JPH0713420B2/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014081000A (en) * | 2012-10-15 | 2014-05-08 | Oiles Ind Co Ltd | Seismic isolation and vibration-proof device |
JP2017002555A (en) * | 2015-06-10 | 2017-01-05 | 大成建設株式会社 | Vibration control structure |
JP2019196648A (en) * | 2018-05-10 | 2019-11-14 | 戸田建設株式会社 | Building damping system and building |
JP2020002545A (en) * | 2018-06-25 | 2020-01-09 | 大成建設株式会社 | Pendulum type vibration control device |
Also Published As
Publication number | Publication date |
---|---|
JPH0713420B2 (en) | 1995-02-15 |
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