JP2553180Y2 - Inverted pendulum type vibration damping device - Google Patents

Inverted pendulum type vibration damping device

Info

Publication number
JP2553180Y2
JP2553180Y2 JP1993003139U JP313993U JP2553180Y2 JP 2553180 Y2 JP2553180 Y2 JP 2553180Y2 JP 1993003139 U JP1993003139 U JP 1993003139U JP 313993 U JP313993 U JP 313993U JP 2553180 Y2 JP2553180 Y2 JP 2553180Y2
Authority
JP
Japan
Prior art keywords
vibration damping
damping device
weight
inverted pendulum
spring
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 - Lifetime
Application number
JP1993003139U
Other languages
Japanese (ja)
Other versions
JPH0656534U (en
Inventor
琢磨 坂田
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.)
Sumitomo Heavy Industries Ltd
Original Assignee
Sumitomo Heavy Industries 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 Sumitomo Heavy Industries Ltd filed Critical Sumitomo Heavy Industries Ltd
Priority to JP1993003139U priority Critical patent/JP2553180Y2/en
Publication of JPH0656534U publication Critical patent/JPH0656534U/en
Application granted granted Critical
Publication of JP2553180Y2 publication Critical patent/JP2553180Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は倒立振子式制振装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inverted pendulum type vibration damping device.

【0002】[0002]

【従来の技術】橋梁・高層ビルなどの建築構造物は、長
大化,巨大化されつつある。これら構造物の風による振
動や地震による振動を抑制するために制振装置が注目を
集めている。制振装置には振子式制振装置やばね−質量
系制振装置等がある。これらのうち振子式制振装置の基
本構造は図6の如き構成をなし、構造物j内に支軸kを
介して長さLのア−ムlを垂下し、ア−ムlの下部に重
錘mを取付けたもので重錘mの揺動によって構造物jに
対し制振力を発生させるものである。一般に、制振装置
は制振対象物と固有周期を一致させることが必要である
が、橋梁やビル等の大型の建築構造物は非常に固有周期
が長く、この振子式制振装置で固有周期を一致させるに
は、腕cの長さLを非常に長くしなければならず、非常
に大型化せざるを得ない。
2. Description of the Related Art Architectural structures such as bridges and high-rise buildings are becoming longer and larger. In order to suppress the vibration of these structures due to the wind and the vibration due to the earthquake, a vibration damping device is receiving attention. Examples of the vibration damping device include a pendulum type vibration damping device and a spring-mass vibration damping device. Among these, the basic structure of the pendulum type vibration damping device has a structure as shown in FIG. 6, and an arm 1 having a length L is suspended in a structure j via a support shaft k, and is provided below the arm l. A weight m is attached, and a vibration damping force is generated on the structure j by the swing of the weight m. In general, it is necessary for the damping device to match the natural period with the object to be damped, but large building structures such as bridges and buildings have a very long natural period. Must be very long in order to match the length of the arm c, and the size of the arm c must be very large.

【0003】又図7のものは質量mの重錘nとばねpよ
りなるばね−質量系の制振装置である。この装置は重錘
nが左右に往復振動することによって構造物jに対し制
振力を発生させるものである。しかし乍らこの装置を長
周期用とするには、非常に柔くしかも伸縮量が大きなば
ねqが必要となり、実現可能性で問題がある。因みに、
いま重錘質量5t,固有振動数を0.1Hzの制振装置を
作成する場合について図6と図7について検討する。 1)図6の従来の振子型の場合には、
FIG. 7 shows a spring-mass vibration damping device including a weight n having a mass m and a spring p. In this device, the weight n reciprocates right and left to generate a vibration damping force on the structure j. However, in order to use this device for a long period, a spring q which is very soft and has a large amount of expansion and contraction is required, and there is a problem in feasibility. By the way,
Now, consider a case where a vibration damping device having a mass of 5 t in weight and a natural frequency of 0.1 Hz is manufactured, with reference to FIGS. 1) In the case of the conventional pendulum type shown in FIG.

【0004】[0004]

【数1】 (Equation 1)

【0005】2)又図7の従来のばね−質量系の場合に
は、
2) In the case of the conventional spring-mass system shown in FIG.

【0006】[0006]

【数2】 (Equation 2)

【0007】実現性のうすい非常に柔かいばねが必要と
なる。
[0007] A very soft spring is needed, which is only feasible.

【0008】図2は振子式制振装置のうちの倒立振子式
制振装置である。これは下端をピンaで枢支した長さL
の腕bと、腕bの頂部に固着された質量M0 の重錘c
と、重錘cと構造物d,d間に取付けたばね定数K0
ばねe,eよりなっている。そこでこの倒立振子式制振
装置を実用化しようとすると、重錘cが線形運動するよ
うにする為には腕bは相当の長さLを持たなければなら
ない。従って倒立振子式制振装置のコンパクト化は難し
い。
FIG. 2 shows an inverted pendulum type vibration damping device of the pendulum type vibration damping device. This is the length L pivoted at the lower end with the pin a.
Arm b and a weight c of mass M 0 fixed to the top of the arm b
When, weight c and the structure d, spring e spring constant K 0 is attached between d, and consist e. Therefore, in order to put this inverted pendulum type vibration damping device to practical use, the arm b must have a considerable length L so that the weight c moves linearly. Therefore, it is difficult to make the inverted pendulum type vibration damping device compact.

【0009】又特開平2−102945号公報には(図
5参照)、構造物dの上部に、単弦振動を行えるように
支持ロ−ラfで支持した下に凸の円弧状重錘gと、この
円弧状重錘gに駆動力を与える為のラックhとこれと噛
合うピニオンiによる駆動装置と、構造物dの揺れを検
知する揺れ検知センサ(図示しない)を設け、揺れ検知
センサの信号を位相制御して駆動装置へ駆動指令を送る
位相制御装置を備えた構造物制振装置が開示されてい
る。図5のような構造では固有周期を大きく(長く)す
るためには円弧状重錘gの曲率を大きくする外なく、こ
れは大巾な設計変更になってしまう。又、ばねを付加し
たとしても逆に固有周期は小さくなってしまう。従って
この構造ではその構造物dのみの制振のみにしか対応で
きず、広汎な適用性にとぼしい欠点がある。
Japanese Unexamined Patent Publication (Kokai) No. 2-102945 (see FIG. 5) discloses a downwardly protruding arc-shaped weight g supported above a structure d by a support roller f so as to perform single-string vibration. A rack h for applying a driving force to the arc-shaped weight g, a driving device including a pinion i meshing with the rack h, and a swing detection sensor (not shown) for detecting the swing of the structure d. There is disclosed a structural vibration damping device including a phase control device that sends a drive command to a drive device by controlling the phase of the signal. In the structure as shown in FIG. 5, in order to increase (increase) the natural period, the curvature of the arc-shaped weight g must be increased, which is a large change in design. In addition, even if a spring is added, the natural period becomes smaller. Therefore, this structure can cope only with vibration damping of the structure d alone, and has a drawback that is not applicable to a wide range of applications.

【0010】[0010]

【考案が解決しようとする課題】本考案は、極めてコン
パクトで、かつ大巾な設計変更なく、固有周期の異なる
種々の構造物に適用できる倒立振子式制振装置を提供す
ることを課題とする。
SUMMARY OF THE INVENTION An object of the present invention is to provide an inverted pendulum type vibration damping device which is extremely compact and can be applied to various structures having different natural periods without a large design change. .

【0011】[0011]

【課題を解決するための手段】 構造物3上に複数のロ
−ラ4で可動支持された重錘1の両側を水平に張ったば
ね2を介し構造物3に接続し、前記重錘1のロ−ラ4に
よる支持面5に曲率を付与し下向きの凹面とした。
Means for Solving the Problems A weight 1 movably supported on a structure 3 by a plurality of rollers 4 is connected to the structure 3 via a horizontally extending spring 2 on both sides of the weight 1. A curvature is given to the support surface 5 by the roller 4 to form a downward concave surface.

【0012】[0012]

【実施例】本装置は図1に示す如く、質量Mの重錘1,
ばね定数Kのばね2,構造物3上に設けた複数のロ−ラ
4により構成されている。ロ−ラ4による重錘1の支持
面5には半径Lの曲率がつけられている。従ってばね2
を介して重錘1は、半径Lの円弧上を振動することにな
る。この半径Lは図2に示される倒立振子の腕の長さL
に相当し、倒立振子と同様な動作をする。前記ばね2は
1個または複数個が用いられ、重錘1と構造物3との間
に接続されている。又ロ−ラ4は重錘1と構造物3とを
介するもので、複数個用いられる。かくして、従来の倒
立振子において必要となる腕の長さLを、重錘1とロ−
ラ4により支持面5に曲率を持たせることによりコンパ
クト化することができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG.
It is constituted by a spring 2 having a spring constant K and a plurality of rollers 4 provided on the structure 3. The support surface 5 of the weight 1 by the roller 4 has a radius L of curvature. Therefore, the spring 2
, The weight 1 vibrates on an arc having a radius L. This radius L is the arm length L of the inverted pendulum shown in FIG.
And performs the same operation as the inverted pendulum. One or more springs 2 are used and are connected between the weight 1 and the structure 3. Further, a plurality of rollers 4 are provided via the weight 1 and the structure 3, and a plurality of rollers 4 are used. Thus, the arm length L required in the conventional inverted pendulum is set to be
By making the support surface 5 have a curvature by the rubber 4, the support surface 5 can be made compact.

【0013】図3を用いて本考案の制振作用について説
明する。質量Mの重錘1と、ばね定数K/2のばね2,
2と、長さLの腕とから構成されており、重錘1が線形
運動をする範囲では、反時計回りを正とすると、接線方
向の復元力は Mg sinθ−KLθ(Mg sinθ:Mによる復元力、KL
θ:バネによる復元力) と表わせる。これにより運動方程式は次式となる。
The damping action of the present invention will be described with reference to FIG. A weight 1 having a mass M and a spring 2 having a spring constant K / 2
2 and an arm having a length L. In a range where the weight 1 linearly moves, if the counterclockwise direction is defined as positive, the restoring force in the tangential direction is given by Mg sin θ−KL θ (Mg sin θ: M Restoring force, KL
θ: restoring force by spring). Thus, the equation of motion becomes:

【0014】[0014]

【数3】 (Equation 3)

【0015】[0015]

【数4】 (Equation 4)

【0016】[0016]

【数5】 (Equation 5)

【0017】振子式の固有周期を長くするには腕の長さ
Lを長くするほかなく、例えばばねを質量に付けたとし
ても数式5から明らかなように固有周期T2 は逆に小さ
くなってしまう。これに対して数式3から明らかなよう
に倒立振子式は腕の長さだけでなく、ばねによっても固
有周期を長くすることができることがわかる。
In order to extend the natural period of the pendulum system, it is necessary to increase the length L of the arm. For example, even if a spring is attached to the mass, the natural period T 2 becomes smaller as is apparent from Equation (5). I will. On the other hand, as is apparent from Expression 3, it is understood that the inverted pendulum type can extend the natural period not only by the arm length but also by a spring.

【0018】[0018]

【効果】本考案においては重錘1の支持面5に曲率をつ
け、これを建造物3側に設けたロ−ラ4で受けるように
したので、図2の如き倒立振子と同様に作用させること
ができ、腕の長さLの部分を小さくでき、全体をコンパ
クト化することが可能となった。又、ばねを交換するだ
けの簡単な設計変更で種々の長周期構造物の制振に適用
可能である。
According to the present invention, the support surface 5 of the weight 1 is provided with a curvature, and the support surface 5 is received by the roller 4 provided on the side of the building 3, so that it works similarly to the inverted pendulum as shown in FIG. As a result, the length L of the arm can be reduced, and the whole can be made compact. Further, the present invention can be applied to vibration suppression of various long-period structures by a simple design change simply by replacing a spring.

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

【図1】本考案制振装置を示す。FIG. 1 shows the vibration damping device of the present invention.

【図2】倒立振子制振装置。FIG. 2 is an inverted pendulum damping device.

【図3】倒立振子式制振装置の原理図。FIG. 3 is a principle diagram of an inverted pendulum type vibration damping device.

【図4】単振子にばねを付した制振装置の原理図。FIG. 4 is a principle view of a vibration damping device in which a spring is attached to a simple pendulum.

【図5】公知の円弧状錘りを使用した構造物の制振装
置。
FIG. 5 shows a vibration damping device for a structure using a known arc-shaped weight.

【図6】公知振子式制振装置。FIG. 6 shows a known pendulum type vibration damping device.

【図7】公知ばね−質量式制振装置。FIG. 7 shows a known spring-mass type vibration damping device.

【符号の説明】[Explanation of symbols]

1 重錘 2 ばね 3 構造物 4 ロ−ラ 5 支持面 DESCRIPTION OF SYMBOLS 1 Weight 2 Spring 3 Structure 4 Roller 5 Support surface

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 構造物(3)上に複数のロ−ラ(4)で可動
支持された重錘(1)の両側を水平に張ったばね(2)を介
し構造物(3)に接続し、前記重錘(1)のロ−ラ(4)によ
る支持面(5)に曲率を付与し下向きの凹面としたことを
特徴とする倒立振子式制振装置。
A weight (1) movably supported by a plurality of rollers (4) on a structure (3) is connected to the structure (3) via springs (2) extending horizontally on both sides. An inverted pendulum type vibration damping device characterized in that a support surface (5) of the weight (1) by a roller (4) is provided with a curvature so as to have a downward concave surface.
JP1993003139U 1993-01-13 1993-01-13 Inverted pendulum type vibration damping device Expired - Lifetime JP2553180Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993003139U JP2553180Y2 (en) 1993-01-13 1993-01-13 Inverted pendulum type vibration damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993003139U JP2553180Y2 (en) 1993-01-13 1993-01-13 Inverted pendulum type vibration damping device

Publications (2)

Publication Number Publication Date
JPH0656534U JPH0656534U (en) 1994-08-05
JP2553180Y2 true JP2553180Y2 (en) 1997-11-05

Family

ID=11549026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993003139U Expired - Lifetime JP2553180Y2 (en) 1993-01-13 1993-01-13 Inverted pendulum type vibration damping device

Country Status (1)

Country Link
JP (1) JP2553180Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK180710B1 (en) * 2019-05-24 2021-12-16 Soh Wind Tunnels Aps Pendulum mass damper

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0427181Y2 (en) * 1986-07-17 1992-06-30
JP2668990B2 (en) * 1988-10-06 1997-10-27 石川島播磨重工業株式会社 Structure damping device
JPH0558285A (en) * 1991-09-03 1993-03-09 Fujita Corp Travelling body with lateral osillation damping device

Also Published As

Publication number Publication date
JPH0656534U (en) 1994-08-05

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