JPH04119235A - Pendulum type damping device for long period structure - Google Patents
Pendulum type damping device for long period structureInfo
- Publication number
- JPH04119235A JPH04119235A JP23436990A JP23436990A JPH04119235A JP H04119235 A JPH04119235 A JP H04119235A JP 23436990 A JP23436990 A JP 23436990A JP 23436990 A JP23436990 A JP 23436990A JP H04119235 A JPH04119235 A JP H04119235A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- damping device
- pendulum
- hanging
- upper support
- 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.)
- Pending
Links
- 238000013016 damping Methods 0.000 title claims abstract description 28
- 230000006399 behavior Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
Landscapes
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野コ
本発明は風などによる構造物の振動を抑制するための振
子式制振装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pendulum-type vibration damping device for suppressing vibrations of structures caused by wind or the like.
[従来の技術]
第5図は従来の振子式制振装置の構成図で、図中、(1
)は上部支持部、(2)はピン、(3)は振子吊材、(
4)は重錘、(4a)はその重心、(5)はダンパであ
る。[Prior Art] Figure 5 is a block diagram of a conventional pendulum vibration damping device.
) is the upper support part, (2) is the pin, (3) is the pendulum hanging material, (
4) is a weight, (4a) is its center of gravity, and (5) is a damper.
振子式制振装置は、重錘(4)を上部支持部(1)にピ
ン(2)接合により懸吊してなるものである。The pendulum type vibration damping device is constructed by suspending a weight (4) from an upper support portion (1) by connecting a pin (2).
ピン(2)から重錘(4)の重心(4a)までの長さを
Lとすれば、制振対象の構造物の周期がT秒の場合、L
は次式で与えられる。If the length from the pin (2) to the center of gravity (4a) of the weight (4) is L, if the period of the structure to be damped is T seconds, then L
is given by the following equation.
二二でg;重力加速度
また第6図は、鹿島建設 平2−30858号及び三菱
重工業カタログに記載の多段型振子式制振装置の構成図
で、図中(1)〜(5)は上記第5図に示す装置と同一
または相当部品、(6a)、(6b)、・・・・・・は
フレーム、(7)は重錘支持台である。22 g; Gravitational acceleration Figure 6 is a configuration diagram of a multi-stage pendulum type vibration damping device described in Kajima Corporation No. 2-30858 and the Mitsubishi Heavy Industries catalog, and (1) to (5) in the figure are as described above. The same or equivalent parts as the device shown in FIG. 5, (6a), (6b), . . . are frames, and (7) is a weight support.
図にみるように、重錘(4)を載置する重錘支持台(7
)を、吊材(3a) 〜(3n)とフレーム(8a)〜
(8n)とにより多段に懸吊してなるものである。As shown in the figure, the weight support stand (7) on which the weight (4) is placed
), hanging materials (3a) to (3n) and frames (8a) to
(8n) are suspended in multiple stages.
[発明が解決しようとする課題]
ところで上記従来の振子式制振装置のうち、第5図に示
す制振装置にあっては、構造物の固有周期が長くなると
吊材(8)の長さが長くなり、その結実装置が大きくな
って、装置のためのスペースが過大となる。ちなみに周
期が6秒の場合はLは8.9m、周期が7秒の場合はL
は12.2mとなる。[Problems to be Solved by the Invention] Among the conventional pendulum type vibration damping devices described above, in the damping device shown in FIG. becomes longer and its fruiting equipment becomes larger, requiring too much space for the equipment. By the way, when the period is 6 seconds, L is 8.9 m, and when the period is 7 seconds, L is 8.9 m.
is 12.2m.
第6図に示す多段型振子式制振装置は、こうした過大な
スペースを不要ならしめるために考えられたものである
。この場合は必要な吊材長さは、第1吊材(3a)〜第
n吊材(3n)の長さの和により確保されるので、制振
装置全体の大きさはそれほど大きくはならない。しかし
第1フレーム(6a)〜第(n −1)フレーム(6n
)が必要となり、またフレームの振動を抑制するためフ
レーム間ダンパ(5a)が必要となるなど、機構が複雑
となり、それに伴って振動性状も複雑となる。The multi-stage pendulum damping device shown in FIG. 6 was designed to eliminate the need for such an excessively large space. In this case, the necessary hanging material length is ensured by the sum of the lengths of the first hanging material (3a) to the nth hanging material (3n), so the size of the entire vibration damping device does not become so large. However, the first frame (6a) to the (n −1)th frame (6n
) is required, and an inter-frame damper (5a) is required to suppress vibration of the frame, making the mechanism complicated and the vibration characteristics accordingly complicated.
本発明は従来の振子式制振装置の上記問題点を解消する
ためになされたもので、機構が簡単な割に制振効果の高
い長周期構造物用振子式制振装置を提供しようとするも
のである。The present invention was made to solve the above-mentioned problems of the conventional pendulum-type vibration damping device, and aims to provide a pendulum-type vibration damping device for long-period structures that has a simple mechanism but has a high damping effect. It is something.
[課題を解決するための手段]
上記目的を達成するため、本発明に係る振子式制振装置
は、第1図に示すように、重錘(4)を載置する重錘支
持台(10)を、上部支持部(1)より懸吊してなり、
重錘支持台(10)を懸吊する複数個の吊材(3)のそ
れぞれの一端を上部支持部(1)に、他端を重錘を載置
する重錘支持台(10)にビン接合するとともに、吊材
(3)の中間を重錘支持台(10)に設けた左右に移動
自在のローラ(11)及び上部支持部(1)に設けた左
右に移動自在のローラ(12)を介し往復配置して構成
されている。[Means for Solving the Problems] In order to achieve the above object, the pendulum type vibration damping device according to the present invention includes a weight support base (10) on which a weight (4) is placed, as shown in FIG. ) is suspended from the upper support part (1),
One end of each of the plurality of hanging materials (3) for suspending the weight support base (10) is attached to the upper support part (1), and the other end is attached to the weight support base (10) on which the weight is placed. At the same time, a roller (11) movable from side to side is provided on the weight support base (10) at the middle of the hanging material (3), and a roller (12) movable from side to side is provided on the upper support portion (1). It is configured by reciprocating through the
[作用コ
上記のように構成された振子式制振装置においては、静
止時には振子吊材(3)の中間ローラ(11)、(12
)は、上部支持部のビン(2a)と重錘支持台のビン(
2b)との水平距離を等分する位置に移動して全体の釣
り合いを保持する。[Operation] In the pendulum-type vibration damping device configured as described above, the intermediate rollers (11) and (12) of the pendulum hanging member (3) when stationary.
) is the upper support bottle (2a) and the weight support bottle (2a).
2b) to maintain the overall balance by moving to a position that equally divides the horizontal distance with 2b).
また構造物が振動すると、重錘(4)は構造物の振動を
打ち消すように移動する。すなわち第4図に示すように
、重錘(4)が6だけ移動するとき、振子吊材の中間ロ
ーラ(11)、(12)は、上部支持部のビン(2a)
と重錘支持台のビン(2b)との水平距離を等分する位
置に移動し、その結果重錘支持台のビン(2b) と
上部支持部ローラ(12)とを結ぶ吊材(3a)の傾斜
はローラ部が移動しないときよりも小さくなる。すなわ
ち第4図において、上部支持1部のビン(2a)から重
錘支持台のビン(2b)までの振子吊材の全長の3倍を
垂直に吊り下げた場合と同等の挙動となる。したがって
振子吊材長を長くすることなく、長周期が実現できる。Further, when the structure vibrates, the weight (4) moves to cancel out the vibration of the structure. That is, as shown in FIG. 4, when the weight (4) moves by 6, the intermediate rollers (11) and (12) of the pendulum hanging material move toward the bottle (2a) of the upper support part.
As a result, the hanging material (3a) that connects the bin (2b) of the weight support stand and the upper support roller (12) is moved to a position that equally divides the horizontal distance between the bin (2b) of the weight support stand The inclination of is smaller than when the roller part does not move. That is, in FIG. 4, the behavior is the same as when three times the total length of the pendulum hanging member is vertically suspended from the bottle (2a) of the upper support part 1 to the bottle (2b) of the weight support base. Therefore, a long period can be achieved without increasing the length of the pendulum hanging material.
[発明の実施例]
第1図は本発明の一実施例を示す振子式制振装置の構成
図、第2図は吊材長さ調整装置の側面図、第3図はロー
ラ部の拡大図である。[Embodiments of the Invention] Fig. 1 is a configuration diagram of a pendulum type vibration damping device showing an embodiment of the present invention, Fig. 2 is a side view of the hanging material length adjustment device, and Fig. 3 is an enlarged view of the roller part. It is.
本発明に係る振子式制振装置は、既に説明したように、
接続する重錘(4)を重錘支持部(10)に載置し、そ
の重錘支持部(10)を複数個の吊材(3)で懸吊して
なるものである。ただし吊材(3)により懸吊する際、
複数個の吊材(3)のそれぞれの一端を上部支持部(1
)に、他端を重錘を載置する重錘支持台(10)にビン
接合するとともに、吊材(3)の中間を重錘支持台(1
0)に設けた左右に移動自在のローラ(11)及び上部
支持部(1)に設けた左右に移動自在のローラ(12)
を介し往復配置して構成している。As already explained, the pendulum vibration damping device according to the present invention has the following features:
A connecting weight (4) is placed on a weight support part (10), and the weight support part (10) is suspended by a plurality of hanging members (3). However, when hanging with hanging materials (3),
One end of each of the plurality of hanging members (3) is attached to the upper support part (1
), the other end is joined to the weight support stand (10) on which the weight is placed, and the middle of the hanging material (3) is attached to the weight support stand (10).
A roller (11) provided on the upper support portion (1) that is movable left and right and a roller (12) that is movable left and right provided on the upper support portion (1).
It is configured by reciprocating through the .
その結果重錘(4)の変形に伴う挙動は、振子吊材(3
)の全長の3倍が真直ぐ下方に下がった場合と同じに成
る。すなわち振子の復元力が小さくなり、長周期構造物
用の振子式制振装置を提供できるのである。As a result, the behavior associated with the deformation of the weight (4) is
) is the same as if it were to fall straight downward. In other words, the restoring force of the pendulum is reduced, making it possible to provide a pendulum-type vibration damping device for long-period structures.
第2図は吊材(3)とローラ(11)との取合いを示す
拡大図で、ローラ(11)が所定の釣合い位置にスムー
ズに移動できるよう、吊材(3)は滑車(13)を介し
て取付けられている。Figure 2 is an enlarged view showing the connection between the hanging material (3) and the roller (11).The hanging material (3) is attached to the pulley (13) so that the roller (11) can smoothly move to a predetermined balanced position. It is attached through.
なおローラ(11)は第1図に示すように図の左右方向
に移動自在に構成してもよいが、第3図にみるように、
ローラ(lla) (llb)を2段に組合わせ左右だ
けでなく紙面に直交する方向にも移動し得るように構成
してもよい。Note that the roller (11) may be configured to be movable in the left and right directions in the figure as shown in FIG. 1, but as shown in FIG.
The rollers (lla) and (llb) may be combined in two stages so that they can move not only left and right but also in a direction perpendicular to the plane of the paper.
[発明の効果]
本発明は、重錘を載置する重錘支持台を、上部支持部よ
り複数個の吊材により懸吊してなる振子式制振装置にお
いて、重錘支持台(lO)を懸吊する複数個の吊材のそ
れぞれの一端を上部支持部に、他端を重錘を載置する重
錘支持台にピン接合するとともに、吊材の中間を重錘支
持台に設けた左右に移動自在のローラ及び上部支持部に
設けた左右に移動自在のローラを介し往復配置して構成
されているので、振子吊材の長さを長くすることなく、
長周期構造物用振子式制振装置を得ることができた。[Effects of the Invention] The present invention provides a pendulum-type vibration damping device in which a weight supporter on which a weight is placed is suspended from an upper support portion by a plurality of hanging members, in which a weight supporter (lO) One end of each of the multiple hanging materials used to suspend the material was connected to the upper support part, the other end was connected with a pin to the weight support base on which the weight was placed, and the middle of the hanging materials was provided on the weight support base. Since it is constructed by reciprocating through a roller that is movable from side to side and a roller that is movable from side to side provided on the upper support part, the length of the pendulum hanging material is not increased.
We were able to obtain a pendulum-type vibration damping device for long-period structures.
第1図は本発明の一実施例である長周期構造物用振子式
制振装置の構成図、第2図は吊材(3)とローラ(11
)との取合いを示す拡大図、第3図はローラ部の拡大図
、第4図は割振装置の動作の説明図、第5図は従来の振
子式制振装置の構成図、第6図は従来の多段型振子式制
振装置の構成図である。
図中、(1)は上部支持部、(2)はピン、(3)は吊
材、(4)は重錘、(5)はダンパ、(10)は重錘支
持台、(11)、(12)はローラ、(13)は滑車で
ある。
代理人 弁理士 佐々木宗治
−(’jJ rQ寸’LOONrr)Fig. 1 is a configuration diagram of a pendulum-type vibration damping device for a long-period structure, which is an embodiment of the present invention, and Fig. 2 shows a hanging member (3) and a roller (11).
), Fig. 3 is an enlarged view of the roller section, Fig. 4 is an explanatory diagram of the operation of the allocation device, Fig. 5 is a configuration diagram of a conventional pendulum vibration damping device, and Fig. 6 is FIG. 1 is a configuration diagram of a conventional multi-stage pendulum damping device. In the figure, (1) is the upper support part, (2) is the pin, (3) is the hanging material, (4) is the weight, (5) is the damper, (10) is the weight support, (11), (12) is a roller, and (13) is a pulley. Agent: Patent Attorney Muneharu Sasaki ('jJ rQ'LOONrr)
Claims (3)
材により懸吊してなる振子式制振装置において、 上記重錘支持台を懸吊する複数個の吊材のそれぞれの一
端を上部支持部に、他端を重錘支持台にピン接合すると
ともに、吊材の中間を重錘支持台に設けた移動自在のロ
ーラ及び上部支持部に設けた移動自在のローラを介し往
復配置して構成されている ことを特徴とする長周期構造物用振子式制振装置。(1) In a pendulum type vibration damping device in which a weight support base on which a weight is placed is suspended from an upper support part by hanging members, each of the plurality of hanging members suspending the weight support base. One end is pin-jointed to the upper support part and the other end to the weight support base, and the middle of the hanging material is connected via a movable roller provided on the weight support base and a movable roller provided on the upper support part. A pendulum-type vibration damping device for a long-period structure, characterized in that it is configured in a reciprocating arrangement.
合はユニバーサルジョイントによるものであり、ローラ
は直交2方向に2段に配置されている ことを特徴とする請求項(1)に記載の長周期構造物用
振子式制振装置。(2) Claim (1) characterized in that the pin connection of the hanging material to the upper support part and the weight support base is by a universal joint, and the rollers are arranged in two stages in two orthogonal directions. A pendulum-type vibration damping device for a long-period structure described in .
る ことを特徴とする請求項(1)に記載の長周期構造物用
振子式制振装置。(3) The pendulum-type vibration damping device for a long-period structure according to claim (1), wherein the hanging material is attached to the roller via a pulley.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23436990A JPH04119235A (en) | 1990-09-06 | 1990-09-06 | Pendulum type damping device for long period structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23436990A JPH04119235A (en) | 1990-09-06 | 1990-09-06 | Pendulum type damping device for long period structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04119235A true JPH04119235A (en) | 1992-04-20 |
Family
ID=16969931
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23436990A Pending JPH04119235A (en) | 1990-09-06 | 1990-09-06 | Pendulum type damping device for long period structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04119235A (en) |
-
1990
- 1990-09-06 JP JP23436990A patent/JPH04119235A/en active Pending
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