JPH05256048A - Vibration damper - Google Patents

Vibration damper

Info

Publication number
JPH05256048A
JPH05256048A JP8499092A JP8499092A JPH05256048A JP H05256048 A JPH05256048 A JP H05256048A JP 8499092 A JP8499092 A JP 8499092A JP 8499092 A JP8499092 A JP 8499092A JP H05256048 A JPH05256048 A JP H05256048A
Authority
JP
Japan
Prior art keywords
vibration
vibration damper
wheels
damping body
curved
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
JP8499092A
Other languages
Japanese (ja)
Other versions
JP3082408B2 (en
Inventor
Tamotsu Murata
保 村田
Masao Arai
征夫 新井
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP04084990A priority Critical patent/JP3082408B2/en
Publication of JPH05256048A publication Critical patent/JPH05256048A/en
Application granted granted Critical
Publication of JP3082408B2 publication Critical patent/JP3082408B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE:To obtain a vibration damper applicable to a structure having a short vibratory frequency. CONSTITUTION:A plurality of curved rails 2 shaped as an arc recession-form are arranged in series with the vibratory direction of a structure. Wheels 4 are provided at the lower face of a vibration damper 5 to correspond to the curved rails 2. The vibration damper 5 is placed on the curved rails 2 through the wheels 4. When a vibration is brought on the structure 1, the vibration damper 5 oscillates through the rotary movement of the wheels 4 to prevent the structure 1 from oscillating.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は吊り橋のタワー、超高層
ビルディング、タワー、鉄塔等の構造物の上部に取り付
けてこれら構造物の風荷重(空気力)による振動や、地
震による振動振幅を抑えて早期に振動を減衰させるため
に用いる制振装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is attached to the upper part of a structure such as a tower of a suspension bridge, a super high-rise building, a tower, a steel tower, etc. to suppress the vibration of these structures due to wind load (aerodynamic force) and the vibration amplitude due to an earthquake. The present invention relates to a vibration damping device used to quickly damp vibrations.

【0002】[0002]

【従来の技術】この種制振装置として構造物に与えられ
た揺れエネルギーを錘りの運動エネルギーに変え、それ
を効率よく減衰することにより構造物の振動を少なくす
ることができるようにしたものが提案されている(特開
平2−102945号)。これは、単振子を発展させた
もので、図4に概要を示す如く、錘りである制振体a
を、円弧状に湾曲形成した形状として構造物b上に設置
した支持ローラc上に、単弦振動を行えるように載置
し、且つ該制振体aの上面に振動方向に沿ってラックd
を設け、更に、該ラックdの上方部にラックdと直交す
るように配した軸eをモータfに連結して該軸eの中間
部に、上記ラックdと噛合するようにピニオンgを取り
付け、モータfの駆動により軸eを介しピニオンgを回
転させてラックdと共に制振体aを所要の周期で移動さ
せられるようにした構成としてある。
2. Description of the Related Art A vibration damping device of this kind is designed to reduce the vibration of a structure by converting the shaking energy applied to the structure into the kinetic energy of a weight and efficiently damping it. Has been proposed (JP-A-2-102945). This is a development of a simple pendulum, and as shown in the outline of FIG.
Is placed on a support roller c installed on the structure b so as to be curved in an arc shape so as to perform single-string vibration, and a rack d is placed on the upper surface of the vibration damping body a along the vibration direction.
Further, a shaft e arranged so as to be orthogonal to the rack d is connected to a motor f at an upper part of the rack d, and a pinion g is attached to an intermediate part of the shaft e so as to mesh with the rack d. The motor f is driven to rotate the pinion g via the shaft e so that the damping body a can be moved together with the rack d in a required cycle.

【0003】かかる特開平2−102945号に提案さ
れた制振装置によれば、空気力等により構造物bに揺れ
が発生したときに、モータfの駆動で構造物bの揺れに
対して90°遅れた形で制振体aに単弦振動を行う運動
エネルギーが与えられ、そのエネルギーが構造物bに対
して最適な状態で与えられることにより、構造物bの揺
れを素早く抑えることができるものである。
According to the vibration damping device proposed in Japanese Unexamined Patent Publication No. 2-102945, when the structure b is shaken by aerodynamic force or the like, the motor f drives the structure b 90 times against the shake. The kinetic energy for performing the single-string vibration is applied to the vibration-damping body a with a delay, and the energy is applied to the structure b in the optimum state, so that the vibration of the structure b can be suppressed quickly. It is a thing.

【0004】[0004]

【発明が解決しようとする課題】ところが、上記円弧状
の制振体aを利用した単弦振動方式の制振装置の場合、
制振体aの半径によって振動周期が決まるが、制振体a
は支持ローラcから外れない範囲内で移動量が規制され
ることから、半径をあまり小さく設定することはできな
い。したがって、振動周期の短い構造物に対しては使用
できないという問題がある。又、上記制振体aを単弦振
動させる方式の制振装置の場合、駆動装置やそれに付属
する装置、部品類を制振体a上に設置した方が、全体の
平面スペース的にも、制振体aに制振質量を付加できて
制振体a自体を小型化できる上でも有利であるが、制振
体aを円弧状に形成するようにした構成上、制振体a上
に駆動装置等を設置することは困難である。
However, in the case of a single-string vibration type vibration damping device using the above-mentioned arc-shaped vibration damping body a,
Although the vibration cycle is determined by the radius of the vibration damper a,
Since the movement amount is restricted within a range that does not deviate from the support roller c, the radius cannot be set too small. Therefore, there is a problem that it cannot be used for a structure having a short vibration period. Further, in the case of a vibration damping device of the type in which the vibration damping body a is vibrated by a single string, it is better to install the driving device, devices attached thereto, and parts on the vibration damping body a in terms of the entire plane space. Although it is advantageous in that the damping mass can be added to the damping body a to reduce the size of the damping body a itself, the damping body a is formed in an arc shape. It is difficult to install a driving device or the like.

【0005】そこで、本発明は、振動周期の短い構造物
への適用が可能で、しかも制振体上に駆動装置等の設置
が可能な制振装置を提供しようとするものである。
Therefore, the present invention is intended to provide a vibration damping device which can be applied to a structure having a short vibration period and in which a driving device and the like can be installed on a vibration damping body.

【0006】[0006]

【課題を解決するための手段】本発明は、上記課題を解
決するために、凹型円弧状に形成した複数の湾曲レール
を、構造物の振動方向に沿い直列に配置し、且つ上記湾
曲レール上に、該湾曲レールに対応させて下面部に車輪
を設けた制振体を、上記車輪を介して載置した構成とす
る。
In order to solve the above-mentioned problems, the present invention arranges a plurality of curved rails formed in a concave arc shape in series along the vibration direction of a structure, and on the curved rails. In addition, a damping body having wheels on its lower surface corresponding to the curved rail is mounted via the wheels.

【0007】[0007]

【作用】構造物に揺れが発生すると、その揺れが湾曲レ
ールに伝えられることにより、制振体が90°遅れて揺
動運動させられる。したがって、制振体に与えられたエ
ネルギーが構造物の揺れを抑えるように与えられる。こ
の際、制振体は、車輪を介して湾曲レール上に載ってい
るため、湾曲レールの湾曲半径を自由に選定することが
でき、振動周期の短い構造物へも適用することができ
る。
When the structure shakes, the vibration is transmitted to the curved rail, and the vibration suppressor is oscillated with a delay of 90 °. Therefore, the energy given to the vibration control body is given so as to suppress the swing of the structure. At this time, since the vibration damper is mounted on the curved rail via the wheels, the bending radius of the curved rail can be freely selected, and the vibration damping body can be applied to a structure having a short vibration cycle.

【0008】[0008]

【実施例】以下、本発明の実施例を図面を参照して説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1及び図2は本発明の一実施例を示すも
ので、振動を抑えるべき構造物1の上部に、凹型円弧状
に形成した2本の湾曲レール2を、架台3を介し、上記
構造物2の振動方向に沿い直列に2条敷設し、且つ該湾
曲レール2上に、湾曲レール2の直列ピッチPに対応さ
せて下面部に車輪4を設けた直方体形状の制振体5を、
上記車輪4を介して載置し、該制振体5を、湾曲レール
2方向に沿う車輪4の転動を介し図1において左右方向
へ揺動自在に構成する。
FIG. 1 and FIG. 2 show an embodiment of the present invention. Two curved rails 2 formed in a concave arc shape are provided on a structure 1 whose vibration is to be suppressed through a pedestal 3, A rectangular parallelepiped damping body 5 in which two lines are laid in series along the vibration direction of the structure 2 and wheels 4 are provided on the lower surface of the curved rail 2 corresponding to the series pitch P of the curved rail 2. To
The vibration damping body 5 is mounted via the wheels 4 and is configured to be swingable in the left-right direction in FIG. 1 through the rolling of the wheels 4 along the curved rail 2 direction.

【0010】なお、図示していないが、制振体5の揺動
方向の両端部には、制振体5の揺動ストロークを規制す
るためのダンパ兼用のストッパが設けてある。
Although not shown, stoppers also serving as dampers for restricting the swing stroke of the vibration damper 5 are provided at both ends of the vibration damper 5 in the rocking direction.

【0011】今、空気力、あるいは、地震等により構造
物1に揺れが発生すると、その揺れが制振体5によって
パッシブに抑えられる。すなわち、構造物1に発生した
揺れエネルギーは、架台3を介して湾曲レール2に伝え
られることから、湾曲レール2は構造物1と一体に図1
において左右方向へ揺れることになる。このとき、制振
体5は、車輪4を介して湾曲レール2に対し揺動自在と
なっているため、構造物1の揺れに対して約90°遅れ
て左右方向へ単弦振動する如く揺動を開始する。したが
って、制振体5の揺動運動が構造物1の揺れを相殺する
方向に与えられることにより構造物1の揺れが速かに抑
えられる。
Now, when the structure 1 shakes due to aerodynamic force, an earthquake, or the like, the shake is suppressed passively by the vibration damper 5. That is, since the shaking energy generated in the structure 1 is transmitted to the curved rail 2 via the gantry 3, the curved rail 2 is integrated with the structure 1 as shown in FIG.
Will swing to the left and right. At this time, since the vibration control body 5 is swingable with respect to the curved rail 2 via the wheels 4, the vibration control body 5 oscillates like a single-string vibration in the left-right direction with a delay of about 90 ° with respect to the vibration of the structure 1. Start moving. Therefore, the swing motion of the vibration damper 5 is applied in a direction that cancels the swing of the structure 1, so that the swing of the structure 1 is quickly suppressed.

【0012】上記において、制振体5は、車輪4を介し
て湾曲レール2上に載せてあるだけであるから、湾曲レ
ール2の円弧の半径が小さくても大きくても自由に動く
ことができる。この際、制振体5は湾曲レール2の半径
の大小によらず、常に傾くことなく水平を保持して安定
して揺動することができる。したがって、上記半径を選
定することにより、振動周期の短い構造物に対しても長
い構造物に対しても適用することができる。
In the above description, since the vibration damper 5 is only placed on the curved rail 2 via the wheel 4, it can move freely even if the radius of the arc of the curved rail 2 is small or large. .. At this time, the vibration control body 5 can always be horizontally held and stably rocked without tilting regardless of the radius of the curved rail 2. Therefore, by selecting the radius, it is possible to apply to both a structure having a short vibration period and a structure having a long vibration period.

【0013】次に、図3は本発明の他の実施例を示すも
ので、制振体5が水平を保って揺動できることから、制
振体5上に駆動装置を設置して、制振体5をセミアクテ
ィブに駆動できるようにしたものである。すなわち、上
記図1及び図2に示したと同様な構成において、架台3
上の湾曲レール2間の位置に、湾曲レール2と平行に湾
曲形成したラック6を固設し、該ラック6と噛合するピ
ニオン7を、車輪軸8に支持させると共に、該車輪軸8
の一端部にチェーンホイール9を取り付け、一方、制振
体5上に、駆動装置として、モータ10及び減速機11
を設置し、該減速機11の出力軸12にチェーンホイー
ル13を取り付け、且つ該チェーンホイール13と上記
チェーンホイール9との間にチェーン14を掛け回し、
モータ10の駆動力を、チェーンホイール13、チェー
ン14、チェーンホイール9、車輪軸8を介してラック
6と噛合するピニオン7に伝えることにより、制振体5
を揺動させられるようにしたものである。
Next, FIG. 3 shows another embodiment of the present invention. Since the vibration damper 5 can be oscillated while keeping horizontal, a drive unit is installed on the vibration damper 5 to suppress the vibration. The body 5 can be driven semi-actively. That is, in the same configuration as shown in FIG. 1 and FIG.
A rack 6 curvedly formed in parallel with the curved rail 2 is fixedly provided at a position between the upper curved rails 2, and a pinion 7 meshing with the rack 6 is supported by a wheel shaft 8 and the wheel shaft 8 is also supported.
A chain wheel 9 is attached to one end of the motor 10, while a motor 10 and a speed reducer 11 are provided as drive devices on the vibration damper 5.
Is installed, a chain wheel 13 is attached to the output shaft 12 of the speed reducer 11, and a chain 14 is hung between the chain wheel 13 and the chain wheel 9,
By transmitting the driving force of the motor 10 to the pinion 7 that meshes with the rack 6 via the chain wheel 13, the chain 14, the chain wheel 9, and the wheel shaft 8, the damping body 5
It is designed to be able to swing.

【0014】図3の実施例の場合には、モータ10の駆
動で制振体5を構造物1の揺れと90°位相をずらして
揺動させることにより構造物1の揺れを効果的に減衰さ
せることができる。この際、制振体5がモータ10によ
って揺動させられると、以後制振体5の揺動は構造物1
の揺れによっても与えられるため、制振体5を小さい制
御力でセミアクティブに作動させるだけで制振効果が得
られることになる。又、図3の実施例の場合、駆動装置
としてのモータ10や減速機11等を制振体5上に設置
したことから、駆動装置を固定側に設置する場合に比し
て、全体の平面スペースの面で有利であり、更に、駆動
装置が制振体5の質量に付加される分、制振体5自体の
小型化を図ることができる利点もある。
In the case of the embodiment shown in FIG. 3, the vibration of the structure 1 is effectively damped by oscillating the damping body 5 by 90 ° out of phase with the vibration of the structure 1 by driving the motor 10. Can be made At this time, when the vibration damping body 5 is swung by the motor 10, the vibration damping body 5 is subsequently swung.
The vibration damping effect can be obtained by simply actuating the vibration damper 5 semi-actively with a small control force. Further, in the case of the embodiment shown in FIG. 3, since the motor 10, the speed reducer 11 and the like as the drive device are installed on the damping body 5, the entire plane surface is smaller than that when the drive device is installed on the fixed side. It is advantageous in terms of space, and further, since the drive device is added to the mass of the vibration damper 5, the vibration damper 5 itself can be downsized.

【0015】なお、上記実施例では、2本の湾曲レール
2を直列に配置した場合を示したが、3本以上であって
もよいこと、又、図3の実施例では、モータ10の駆動
力をピニオン7に伝えるためにチェーンホイールとチェ
ーンとからなる動力伝達機構を採用した場合を示した
が、歯車伝達機構等を採用してもよいこと、その他本発
明の要旨を逸脱しない範囲内において種々変更を加え得
ることは勿論である。
In the above embodiment, the case where the two curved rails 2 are arranged in series has been shown, but it is also possible to have three or more rails. In the embodiment of FIG. 3, the motor 10 is driven. The case where a power transmission mechanism including a chain wheel and a chain is used to transmit the force to the pinion 7 is shown, but a gear transmission mechanism or the like may be used, and other within the scope not departing from the gist of the present invention. Of course, various changes can be made.

【0016】[0016]

【発明の効果】以上述べた如く、本発明の制振装置によ
れば、次の如き優れた効果を発揮する。 (1) 直列配置した湾曲レール上に、車輪を介して制振体
を揺動自在に載置したので、湾曲レールの半径を自由に
選定することができ、振動周期の短い構造物に対しても
長い構造物に対しても適用することができて、構造物の
揺れを速かに抑えることができる。 (2) 制振体が傾くことなく揺動できるため、制振体上に
駆動装置等を設置することができ、全体の平面スペース
の上で有利となる。
As described above, the vibration damping device of the present invention exhibits the following excellent effects. (1) Since the damping body is mounted on the curved rails arranged in series via the wheels so that it can be swung freely, the radius of the curved rail can be freely selected. It can also be applied to a long structure, and can quickly suppress the sway of the structure. (2) Since the vibration damper can swing without tilting, it is possible to install a drive device or the like on the vibration damper, which is advantageous in terms of the overall flat space.

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

【図1】本発明の制振装置の一実施例を示す概略正面図
である。
FIG. 1 is a schematic front view showing an embodiment of a vibration damping device of the present invention.

【図2】図1の切断側面図である。FIG. 2 is a cut side view of FIG.

【図3】本発明の他の実施例を示す切断側面図である。FIG. 3 is a cut side view showing another embodiment of the present invention.

【図4】従来の制振装置の一例を示す概略図である。FIG. 4 is a schematic diagram showing an example of a conventional vibration damping device.

【符号の説明】[Explanation of symbols]

1 構造物 2 湾曲レール 4 車輪 5 制振体 1 structure 2 curved rail 4 wheel 5 damping body

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 凹型円弧状に形成した複数の湾曲レール
を、構造物の振動方向に沿い直列に配置し、且つ上記湾
曲レール上に、該湾曲レールに対応させて下面部に車輪
を設けた制振体を、上記車輪を介して載置した構成を有
することを特徴とする制振装置。
1. A plurality of curved rails formed in a concave arc shape are arranged in series along a vibration direction of a structure, and wheels are provided on the curved rails on a lower surface portion corresponding to the curved rails. A vibration damping device having a configuration in which a vibration damping body is mounted via the wheels.
JP04084990A 1992-03-09 1992-03-09 Damping device Expired - Lifetime JP3082408B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04084990A JP3082408B2 (en) 1992-03-09 1992-03-09 Damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04084990A JP3082408B2 (en) 1992-03-09 1992-03-09 Damping device

Publications (2)

Publication Number Publication Date
JPH05256048A true JPH05256048A (en) 1993-10-05
JP3082408B2 JP3082408B2 (en) 2000-08-28

Family

ID=13846070

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04084990A Expired - Lifetime JP3082408B2 (en) 1992-03-09 1992-03-09 Damping device

Country Status (1)

Country Link
JP (1) JP3082408B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6986412B2 (en) 2003-09-09 2006-01-17 Tokai University Educational Systems Tuned cradle type damping device
JP2007024261A (en) * 2005-07-20 2007-02-01 Tokai Univ Synchronized cradle type damper
JP2009293693A (en) * 2008-06-05 2009-12-17 Tokai Univ Vibration control device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6986412B2 (en) 2003-09-09 2006-01-17 Tokai University Educational Systems Tuned cradle type damping device
JP2007024261A (en) * 2005-07-20 2007-02-01 Tokai Univ Synchronized cradle type damper
JP2009293693A (en) * 2008-06-05 2009-12-17 Tokai Univ Vibration control device

Also Published As

Publication number Publication date
JP3082408B2 (en) 2000-08-28

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