JPH049931B2 - - Google Patents
Info
- Publication number
- JPH049931B2 JPH049931B2 JP17859184A JP17859184A JPH049931B2 JP H049931 B2 JPH049931 B2 JP H049931B2 JP 17859184 A JP17859184 A JP 17859184A JP 17859184 A JP17859184 A JP 17859184A JP H049931 B2 JPH049931 B2 JP H049931B2
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- vibration
- rotating shaft
- rotary shaft
- vibration absorber
- 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
Links
- 239000006096 absorbing agent Substances 0.000 claims description 13
- 239000011345 viscous material Substances 0.000 claims description 3
- 238000013016 damping Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010687 lubricating oil Substances 0.000 description 1
- 201000003152 motion sickness Diseases 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/10—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium using liquid only; using a fluid of which the nature is immaterial
- F16F9/12—Devices with one or more rotary vanes turning in the fluid any throttling effect being immaterial, i.e. damping by viscous shear effect only
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Fluid-Damping Devices (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、橋梁、塔状構造物、球形タンク類な
どの振動を抑制する粘性動吸振器に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a viscous dynamic vibration absorber for suppressing vibrations of bridges, tower structures, spherical tanks, etc.
[従来の技術]
橋梁または塔状構造物などは、風または地震な
どによつて振動を発生するが、構造物の安全確
保、また架設工事中は作業員の安全および船酔い
防止のため振動を抑制することが重要であり、従
来より下記のごとき種々の振動減衰対策が実施さ
れてきた。[Conventional technology] Bridges and tower-like structures generate vibrations due to wind or earthquakes, but vibrations must be suppressed during construction to ensure the safety of the structure and to ensure the safety of workers and prevent seasickness. It is important to suppress vibrations, and various vibration damping measures have been implemented in the past, such as those described below.
第6図は、構造物aの頂部にワイヤーbを放射
状に張り、ワイヤーbのヒステレシスの利用、構
造物aの剛度を変える。ワイヤーbの先端または
中間位置に減衰装置cを取り付け、振動(矢印
d)を制御する対策を示している。しかし、この
方法は装置が大掛りとなり、とくに海上構造物の
場合、対策を実施する上で相当の困難または制限
を伴つた。 In FIG. 6, wires b are stretched radially on the top of structure a, and the hysteresis of wires b is used to change the stiffness of structure a. A damping device c is attached to the tip or an intermediate position of the wire b to control vibration (arrow d). However, this method requires large-scale equipment and is accompanied by considerable difficulty or limitations in implementing countermeasures, especially in the case of offshore structures.
第7図は、いわゆる振子方式(または地震計方
式)で、構造物aに吊材e、eを介して重錘fを
取り付け、吊材e、e間に減衰装置cを配置し、
重錘fが振子運動した際の減衰装置cの剪断変形
による減衰効果を利用して振動エネルギを吸収す
る。しかし、この方法は構造物aの固有振動数、
あるいは振動次数によつて装置が大型になつた
り、効果を生じない場合があつた。 Fig. 7 shows a so-called pendulum method (or seismometer method) in which a weight f is attached to a structure a via hanging materials e and e, and a damping device c is placed between the hanging materials e and e.
Vibration energy is absorbed by utilizing the damping effect due to shear deformation of the damping device c when the weight f makes a pendulum movement. However, in this method, the natural frequency of structure a,
Alternatively, depending on the order of vibration, the device may become large or may not be effective.
また、第8図は油圧ダンパなどの減衰装置cを
介して構造物aを支持体gに連結してある。しか
し、この方法は振動の振幅が小さい場合に減衰効
果が小さく、また、構造物aと支持体g間の連結
方法が厄介になるなど問題点があつた。 Further, in FIG. 8, a structure a is connected to a support g via a damping device c such as a hydraulic damper. However, this method has problems such as the damping effect is small when the amplitude of vibration is small, and the method of connecting the structure a and the support g is complicated.
[発明が解決しようとする問題点]
本発明は、上記の問題点に鑑み、装置が小型
で、構造物への取り付けが容易であり、しかも任
意の振動特性を有する構造物に適合し得る吸振器
を提供せんとするものである。[Problems to be Solved by the Invention] In view of the above-mentioned problems, the present invention provides a vibration absorbing device that is small in size, can be easily attached to a structure, and can be adapted to structures having arbitrary vibration characteristics. The purpose is to provide equipment.
[問題点を解決するための手段]
上記問題点を解決するための本発明の粘性動吸
振器は、内部に粘性体を収容した充分に大きい重
量を有する中空の筒体と、該筒体の中心部を貫通
し筒体内の部分に撹拌体を設けた回転軸と、該回
転軸を転動自在に支持する支持物とを備え、前記
回転軸を前記筒体に回転自在に支承したものであ
る。[Means for Solving the Problems] The viscous dynamic vibration absorber of the present invention for solving the above-mentioned problems comprises: a hollow cylindrical body having a sufficiently large weight and containing a viscous body therein; The rotary shaft is provided with a rotary shaft that penetrates through the center and has an agitator provided in the inner part of the cylinder, and a support that rotatably supports the rotary shaft, and the rotary shaft is rotatably supported by the cylinder. be.
[作用]
本発明の吸振器を取り付けた構造物が水平振動
すると、筒体の慣性力が充分大きいので筒体が構
造物に対し僅かに相対変位する一方、回転軸は水
変位に応じて支持面上を転動し、撹拌体が粘性体
を撹拌して振動エネルギを減衰させる。従来のよ
うにワイヤーを張つたり、重錘を下げる必要がな
いので、装置が小型になり、また吸振器を構造物
の上、下部または側部など所望の場所に取り付け
ることができ、また、構造物の種類に限定される
ことなく幅広く適用することができる。[Function] When the structure to which the vibration absorber of the present invention is attached vibrates horizontally, the inertia of the cylinder is sufficiently large, so the cylinder is slightly displaced relative to the structure, while the rotating shaft is supported according to the displacement of the water. Rolling on a surface, the agitating body agitates the viscous material and attenuates the vibration energy. Since there is no need to stretch wires or lower weights like in the past, the device can be made smaller, and the vibration absorber can be installed at the desired location, such as on the top, bottom, or side of the structure. It can be widely applied without being limited to the type of structure.
[実施例]
以下、本発明の実施例を図面を参照して説明す
る。第1図ないし第4図は本発明の第1の実施例
を示すもので、吸振器は、密閉構造につくられ内
部に粘性体1(例えば潤滑油など)を充填した充
分に大きい重量を有する中空円筒状の筒体2と、
この筒体2中心部を長手方向に貫通し、貫通部に
設けた軸受3によつて回転自在に支承され、筒体
内の部分に羽根4を取り付けた回転軸5と、この
回転軸の両端部を円弧状の支持面6上に転動自在
に支持する架台7などからなり、これらはすべて
危険防止用の箱8内に収納され、架台7の適宜の
箇所に図示しない吊り上げロープ接続用金具が取
り付けられている。[Example] Hereinafter, an example of the present invention will be described with reference to the drawings. Figures 1 to 4 show a first embodiment of the present invention, in which the vibration absorber has a sufficiently large weight, is made in a sealed structure, and is filled with a viscous material 1 (for example, lubricating oil). a hollow cylindrical body 2;
A rotating shaft 5 that passes through the center of the cylinder 2 in the longitudinal direction, is rotatably supported by a bearing 3 provided in the penetrating part, and has blades 4 attached to the inside of the cylinder, and both ends of the rotating shaft All of these components are housed in a box 8 for safety purposes, and fittings for connecting lifting ropes (not shown) are installed at appropriate locations on the pedestal 7. installed.
吸振器は、構造物9の頂部、内、外部、側部な
どにほぼ水平に且つ回転軸5の軸線iが振動方向
に対し直角方向を向くように配置され、また、複
数台の吸振器を並列に配置することもできる。 The vibration absorber is arranged approximately horizontally on the top, inside, outside, side, etc. of the structure 9 so that the axis i of the rotary shaft 5 faces in a direction perpendicular to the vibration direction. They can also be arranged in parallel.
なお、支持面6の曲率半径Rは対象とする構造
物9の振動特性(例えば固有振動数、あるいは振
幅など)を考慮して設定され、例えば構造物の固
有振動数が高い場合は、曲率半径Rを小さく設定
する。 The radius of curvature R of the support surface 6 is set in consideration of the vibration characteristics (e.g. natural frequency or amplitude) of the target structure 9. For example, if the natural frequency of the structure is high, the radius of curvature R Set R small.
また、減衰効果を高めるには、吸振器作動中回
転軸5の回転速度を高めるのが良く、このため回
転軸5の直径はできるだけ小さい方がよい。 Further, in order to enhance the damping effect, it is preferable to increase the rotational speed of the rotating shaft 5 while the vibration absorber is in operation, and for this reason, it is preferable that the diameter of the rotating shaft 5 is as small as possible.
次に、本吸振器の作動について説明する。い
ま、構造物9が水平振動すると(矢印j)、筒体
2は重量が大きいため原位置に留まろうとするの
で、筒体2と構造物9相互間の水平相対変化は僅
かである。一方、回転軸5は上記水平変位に対応
して支持面6上を転動し、羽根4が粘性体1を撹
拌し、振動エネルギを吸収する。従つて、構造物
9の水平振動が抑制される。 Next, the operation of this vibration absorber will be explained. Now, when the structure 9 vibrates horizontally (arrow j), the cylindrical body 2 tends to remain in its original position due to its large weight, so the horizontal relative change between the cylindrical body 2 and the structure 9 is slight. On the other hand, the rotating shaft 5 rolls on the support surface 6 in response to the horizontal displacement, and the blades 4 stir the viscous body 1 and absorb vibration energy. Therefore, horizontal vibration of the structure 9 is suppressed.
次に、本発明の第2の実施例を第5図に示す。
この例は構造物9aの鉛直方向の振動を吸収する
際の配置を示したもので、構造物9aの固有振動
数と同じ固有振動数を有する懸垂ばね11を用い
て筒体2を構造物9aの下部に吊り下げ、筒体2
を貫通する回転軸の両端部にピニオン12を取り
付け、このピニオン12を構造物9aに固定した
ラツク13に噛合わせてあり、それ以外は第1の
実施例と変わるところはない。 Next, a second embodiment of the present invention is shown in FIG.
This example shows the arrangement for absorbing vibrations in the vertical direction of the structure 9a, and uses a suspension spring 11 having the same natural frequency as the natural frequency of the structure 9a to move the cylindrical body 2 to the structure 9a. Suspended from the bottom of the cylinder body 2
A pinion 12 is attached to both ends of a rotating shaft passing through the structure 9a, and the pinion 12 is engaged with a rack 13 fixed to the structure 9a.Other than that, there is no difference from the first embodiment.
構造物9aが鉛直方向に振動すると、筒体2が
懸垂バネ11を介して敏感に同調し、上下運動す
る(矢印m)。この上下運動によつてラツク13
およびピニオン12を介して回転軸が回転し、筒
体2内部の減衰機構が作動する。 When the structure 9a vibrates in the vertical direction, the cylindrical body 2 is sensitively synchronized via the suspension spring 11 and moves up and down (arrow m). This vertical movement makes it easy13.
The rotating shaft rotates via the pinion 12, and the damping mechanism inside the cylinder body 2 operates.
なお、本発明は前述の実施例にのみ限定される
ものではなく、例えば筒体の断面は円形の替わり
に正多角形であつてもよく、また、支持物支持面
は円弧に限らず、ほかの二次曲面、あるいは三次
以上の曲面で形成してもよいことなど、その他本
発明の要旨を逸脱しない範囲において種々の変更
を加え得ることは勿論である。 Note that the present invention is not limited to the above-described embodiments; for example, the cross section of the cylinder may be a regular polygon instead of a circle, and the supporting surface of the support is not limited to an arc; It goes without saying that various other changes may be made without departing from the gist of the present invention, such as that it may be formed with a quadratic curved surface or a cubic or higher curved surface.
[発明の効果]
以上の述べたごとく本発明の粘性動吸振器は次
の優れた効果を発揮する。[Effects of the Invention] As described above, the viscous dynamic vibration absorber of the present invention exhibits the following excellent effects.
() 筒体を回転軸を介して支持物に支持する構
造になつているので、外形寸法がコンパクトで
あり、構造物の頂部、内、外部、側部下部など
に配置でき、据付場所の選択が自由である。() Since the structure is such that the cylindrical body is supported on a support via the rotating shaft, the external dimensions are compact and it can be placed on the top, inside, outside, or at the bottom of the side of the structure, allowing for easy installation location selection. is free.
() 架台支持面の曲率を変更するだけで、多様
な振動形態に適合することができる。() It is possible to adapt to various vibration forms simply by changing the curvature of the pedestal support surface.
() 複数台の吸収器を並列に使用できるので、
前()項の効果と合わせ、筒体と回転軸を組
み合せたものを各種構造物に幅広く適用でき、
標準化を図ることができる。() Multiple absorbers can be used in parallel, so
Combined with the effects mentioned in the previous paragraph (), the combination of a cylinder and a rotating shaft can be widely applied to various structures.
Standardization can be achieved.
第1図ないし第4図は本発明の第1の実施例を
示し、第1図は吸振器の切断側面図、第2図、第
3図は第1図における−方向および−方
向からの矢視図、第4図は第2図における−
方向からの矢視図、第5図は本発明の第2の実施
例を示す吸振器の概略構造を示す側面図、第6図
ないし第8図はいずれも従来の振動減衰装置の説
明図である。
図中、1は粘性体、2は筒体、4は羽根、5は
回転軸、7は架台、13はラツクを示す。
1 to 4 show a first embodiment of the present invention, in which FIG. 1 is a cutaway side view of a vibration absorber, and FIGS. 2 and 3 are arrows taken from the − direction and − direction in FIG. The perspective view, Fig. 4, is − in Fig. 2.
FIG. 5 is a side view showing a schematic structure of a vibration absorber according to a second embodiment of the present invention, and FIGS. 6 to 8 are explanatory diagrams of a conventional vibration damping device. be. In the figure, 1 is a viscous body, 2 is a cylindrical body, 4 is a blade, 5 is a rotating shaft, 7 is a pedestal, and 13 is a rack.
Claims (1)
有する中空の筒体と、該筒体中心部を貫通し筒体
内の部分に撹拌体を設けた回転軸と、該回転軸を
転動自在に支持する支持物とを備え、前記回転軸
を前記筒体に回転自在に支承したことを特徴とす
る粘性動吸振器。1. A hollow cylinder with a sufficiently large weight that accommodates a viscous material inside, a rotating shaft that penetrates the center of the cylinder and has an agitating body in the inside of the cylinder, and a rotary shaft that can freely roll. 1. A viscous dynamic vibration absorber, comprising: a support for supporting the rotary shaft; and the rotary shaft is rotatably supported by the cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17859184A JPS6155423A (en) | 1984-08-28 | 1984-08-28 | Dynamic vibration absorber using viscous material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17859184A JPS6155423A (en) | 1984-08-28 | 1984-08-28 | Dynamic vibration absorber using viscous material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6155423A JPS6155423A (en) | 1986-03-19 |
| JPH049931B2 true JPH049931B2 (en) | 1992-02-21 |
Family
ID=16051137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17859184A Granted JPS6155423A (en) | 1984-08-28 | 1984-08-28 | Dynamic vibration absorber using viscous material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6155423A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63149233U (en) * | 1987-03-23 | 1988-09-30 | ||
| DE4335863C1 (en) * | 1993-10-21 | 1995-02-02 | Eppendorf Geraetebau Netheler | Piston-operated pipette |
| US20150159722A1 (en) * | 2013-12-05 | 2015-06-11 | GM Global Technology Operations LLC | Torsional keyed sleeve fluid damper |
-
1984
- 1984-08-28 JP JP17859184A patent/JPS6155423A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6155423A (en) | 1986-03-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |