JPH0363363A - Vibration controller for construction - Google Patents
Vibration controller for constructionInfo
- Publication number
- JPH0363363A JPH0363363A JP19795389A JP19795389A JPH0363363A JP H0363363 A JPH0363363 A JP H0363363A JP 19795389 A JP19795389 A JP 19795389A JP 19795389 A JP19795389 A JP 19795389A JP H0363363 A JPH0363363 A JP H0363363A
- Authority
- JP
- Japan
- Prior art keywords
- liquid
- partition plate
- tank
- movable partition
- control means
- 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
- 238000010276 construction Methods 0.000 title abstract 8
- 239000007788 liquid Substances 0.000 claims abstract description 56
- 238000005192 partition Methods 0.000 claims abstract description 47
- 238000013016 damping Methods 0.000 claims description 18
- 238000004891 communication Methods 0.000 claims description 15
- 230000000694 effects Effects 0.000 description 7
- 238000013019 agitation Methods 0.000 description 6
- 238000011109 contamination Methods 0.000 description 2
- 230000010355 oscillation Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、地震や自然風によって超高層ビルなどの構
造物に引き起こされる振動の抑制を、その構造物に設置
したタンク内の液体の慣性力により行なう構造物の制振
装置に関する。Detailed Description of the Invention (Field of Industrial Application) This invention aims to suppress vibrations caused by earthquakes and natural winds in structures such as skyscrapers by using the inertia of liquid in a tank installed in the structure. This invention relates to a vibration damping device for structures that uses force.
(従来の技術)
近時、超高層ビルなどの構造物においては、地震や自然
風により発生する振動を、居住者の快適性を保つという
点から抑える必要性が出てきている。このため、例えば
特開昭62−101764号公報に開示されているよう
に、構造物の所定位置にその構造物の固有周期と同一の
周期で液体を貯留するタンクを設けると共に、その液体
の振動位相が構造物の振動位相に対して所定量ズレるよ
うに設定して両者を互いに打ち消させ、構造物の制振を
図っている。(Prior Art) Recently, in structures such as skyscrapers, there has been a need to suppress vibrations caused by earthquakes and natural winds in order to maintain the comfort of residents. For this reason, as disclosed in JP-A-62-101764, for example, a tank is provided at a predetermined position of a structure to store a liquid with the same period as the natural period of the structure, and the vibration of the liquid is The phase is set to be shifted by a predetermined amount from the vibration phase of the structure so that both cancel each other out, thereby suppressing the vibration of the structure.
(発明が解決しようとする課題)
しかしながら、上記公報に開示されたような技術では、
タンクに貯留した液体が自由に振動できるようになって
いるため、振動時、第4図に示すように、液体W表面の
波立ちにより液体Wがタンク1の周壁に衝突して上方(
矢印A方向)にはね出すことがあり、このような液体の
過剰な動揺によるエネルギロスが大きく有効な振動抑制
効果が十分に得られないという問題があった。(Problem to be solved by the invention) However, with the technology disclosed in the above publication,
Since the liquid stored in the tank is designed to be able to vibrate freely, when it vibrates, the liquid W collides with the peripheral wall of the tank 1 due to the ripples on the surface of the liquid W, as shown in FIG.
There is a problem that energy loss due to such excessive agitation of the liquid is large, making it impossible to obtain a sufficiently effective vibration suppressing effect.
この発明は、上記のような背景に鑑みてなされたもので
あり、液体の自由振動を抑制してエネルギロスを低減で
きる構造物の制振装置を提供することをその目的とする
。The present invention has been made in view of the above background, and an object thereof is to provide a vibration damping device for a structure that can suppress free vibration of a liquid and reduce energy loss.
(課題を解決するための手段)
本発明は、構造物に、構造物の固有周期と同一の周期で
あって且つ相互の接触による粘性抵抗で異なる位相で振
動する液体を収容したタンクを設置した構造物の制振装
置において、タンク内部に、液体中に没入させて移動可
能に可動仕切板を配設すると共に、可動仕切板を、その
移動を制御する移動制御手段を介して構造物に接続した
ことを特徴とする。(Means for Solving the Problems) The present invention provides a structure with a tank containing a liquid that vibrates at the same period as the natural period of the structure and at a different phase due to viscous resistance due to mutual contact. In a vibration damping device for a structure, a movable partition plate is disposed inside a tank so that it can be moved while immersed in liquid, and the movable partition plate is connected to the structure via a movement control means that controls the movement of the partition plate. It is characterized by what it did.
また本発明は上記構成において、タンクを、互いに間隔
を隔てて配置された分割タンク部とこれら分割タンク部
を連通させる連通部とで構成し、この連通部内に、液体
中に没入させて可動仕切板を配設して構成しても良い。Further, in the above structure, the present invention includes a tank including divided tank parts arranged at intervals and a communication part that communicates these divided tank parts, and a movable partition that is immersed in the liquid in the communication part. It may also be constructed by arranging plates.
さらに本発明は上記構成において、可動仕切板と移動制
御手段との間にてこ部材を介設して構成しても良い。Furthermore, the present invention may be constructed by interposing a lever member between the movable partition plate and the movement control means in the above structure.
(作 用)
本発明の作用について述べると、液体の自由な振動ない
しは動揺に応じて移動しようとする可動仕切板の移動が
、移動制御手段によって制御されるので、この制御力に
よって反対に液体の自由な振動が抑制されることとなり
、液体の過剰な動揺によるエネルギロスが低減されるよ
うになっている。(Function) Regarding the function of the present invention, since the movement of the movable partition plate that attempts to move in response to the free vibration or agitation of the liquid is controlled by the movement control means, this control force causes the movement of the liquid to move in response to the free vibration or agitation of the liquid. Free vibrations are suppressed, and energy loss due to excessive agitation of the liquid is reduced.
また、タンクを構成する分割タンク部を互いに間隔を隔
てて配置すると共に、これらを連・連部により連結し、
連通部に可動仕切板を配設すれば、可動仕切板に加えて
、連通部等により接触面が増すので液体のダンピングを
より確実なものとでき、また液体面が連通部よりも高い
位置となり、液体の自由表面が削減されるので波立ちに
かかる自由表面を少なくでき、波立ちによるエネルギロ
スを低減できる。そして、同一の容量であっても、連通
部により空気と接する自由表面を少なくできるので、液
体の汚れ防止も図れる。In addition, the divided tank parts constituting the tank are arranged at intervals from each other, and these are connected by connecting parts.
If a movable partition plate is installed in the communication section, the contact surface will be increased by the communication section in addition to the movable partition plate, so the damping of the liquid will be more reliable, and the liquid level will be at a higher position than the communication section. Since the free surface of the liquid is reduced, the free surface exposed to ripples can be reduced, and energy loss due to ripples can be reduced. Furthermore, even if the capacity is the same, the free surface that comes into contact with air can be reduced due to the communication portion, so that liquid contamination can be prevented.
さらに、てこ部材を移動制御手段と可動仕切板との間に
介設することにより、移動制御手段の制御力を倍加した
り、あるいは可動仕切板の移動制御ストロークを増加さ
せることができ、設備の省力化・小型化を確保できるよ
うになっている。Furthermore, by interposing a lever member between the movement control means and the movable partition plate, the control force of the movement control means can be doubled or the movement control stroke of the movable partition plate can be increased, and the equipment can be controlled. It is now possible to ensure labor saving and downsizing.
(実 施 例)
以下、この発明の実施例を添付図面を参照しながら説明
する。(Embodiments) Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
第1図は、本発明の一実施例を示す構造物の要部断面側
面図である。FIG. 1 is a cross-sectional side view of a main part of a structure showing an embodiment of the present invention.
本発明は基本的には、構造物2に、構造物2の固有周期
と同一の周期であって且つ相互の接触による粘性抵抗で
異なる位相で振動する液体Wを収容したタンク3を設置
した構造物の制振装置において、タンク3内部に、液体
W中に没入させて移動可能に可動仕切板4を配設すると
共に、可動仕切板4を、その移動を制御する移動制御手
段6を介して構造物2に接続して構成される。ここに移
動制御手段6としては具体的には、可動仕切板4の移動
力が入力されてその移動を抑えるように機能するパッシ
ブ制振を達成するオイルダンパ等のダンパ、または予め
可動仕切板4に対して制御力を入力してその移動を抑え
るように機能するアクティブ制振を連成する油圧シリン
ダ等のアクチュエータが採用される。また本実施例にあ
っては、可動仕切板4と構造物2との間の構造は、タン
ク3外部に配置された移動制御手段6にロッド5を介し
て可動仕切板4を接続すると共に、さらに移動制御手段
6を構造物2の支持部2aに接続して構成されている。The present invention basically has a structure in which a tank 3 containing a liquid W having the same period as the natural period of the structure 2 and vibrating at a different phase due to viscous resistance due to mutual contact is installed in the structure 2. In the vibration damping device for an object, a movable partition plate 4 is disposed inside a tank 3 so as to be movable by being immersed in a liquid W, and the movable partition plate 4 is controlled via a movement control means 6 that controls the movement of the movable partition plate 4. It is configured by being connected to the structure 2. Specifically, the movement control means 6 is a damper such as an oil damper that achieves passive vibration damping that functions to suppress the movement of the movable partition plate 4 when the movement force of the movable partition plate 4 is input, or a damper that is used in advance to control the movement of the movable partition plate 4. An actuator such as a hydraulic cylinder is used to perform active vibration damping, which functions to input a control force to suppress the movement of the vibration. Further, in this embodiment, the structure between the movable partition plate 4 and the structure 2 is such that the movable partition plate 4 is connected to the movement control means 6 disposed outside the tank 3 via the rod 5, and Further, a movement control means 6 is connected to the support portion 2a of the structure 2.
この構造物2には、地震や自然風によって引き起こされ
る振動を抑制するため、その屋上に液体Wを貯留するタ
ンク3が設置されており、液体Wの貯留量およびタンク
3の各部寸法等を適宜調整することで、自然風等によっ
て引き起こされる構造物2に固有な振動周期について液
体Wの振動位相を所定量ズラし、両者の振動を相殺させ
て構造物2の制振を図れるようになっている。A tank 3 for storing liquid W is installed on the roof of this structure 2 in order to suppress vibrations caused by earthquakes and natural winds, and the storage amount of liquid W and the dimensions of each part of the tank 3 are adjusted as appropriate. By adjusting, the vibration phase of the liquid W can be shifted by a predetermined amount with respect to the vibration period specific to the structure 2 caused by natural wind, etc., and the vibrations of both can be canceled out, thereby damping the vibration of the structure 2. There is.
タンク3に貯留される液体Wは、一般的には構造物2の
飲料水および防火用水として用いられる水であり、その
タンク3内には、その平坦面部4aが壁を成すように配
置された可動仕切板4が液体W中に没入して設けられて
おり、可動仕切板4は液体W中を相対的に移動可能に設
けられると共に、この可動仕切板4に連結されたロッド
5はタンク3に対して摺動自在に設けられている。そし
て、ロッド5の右端部は移動制御手段6を介して構造物
2の屋上に設けられた支持部2aに連結されている。The liquid W stored in the tank 3 is water that is generally used as drinking water and fire prevention water for the structure 2, and is arranged in the tank 3 so that its flat surface portion 4a forms a wall. A movable partition plate 4 is provided to be immersed in the liquid W, and the movable partition plate 4 is provided so as to be relatively movable in the liquid W, and a rod 5 connected to the movable partition plate 4 is connected to the tank 3. It is provided so that it can slide freely. The right end portion of the rod 5 is connected to a support portion 2a provided on the roof of the structure 2 via a movement control means 6.
従って上述のような構成によれば、構造物2の振動時、
液体Wの自由な振動ないしは動揺に応じて移動しようと
する可動仕切板4の移動が、移動制御手段6によって制
御されるので、この制御力によって反対に液体Wの自由
な振動が抑制されることとなり、液体Wの過剰な動揺に
よるエネルギロスが低減されるようになっている。殊に
、移動制御手段6としてダンパを採用すればパッシブ制
振を達成できると共に、アクチュエータを採用すればア
クティブ制振を達成することができる。また、可動仕切
板4の平坦面部4aにより液体Wとの接触面が増加する
ので、液体Wのダンピングをより確実なものとでき、ダ
ンパ効果を向上できるため、構造物2の振動を確実に抑
制して安定した制振を行なえる。Therefore, according to the above configuration, when the structure 2 vibrates,
Since the movement of the movable partition plate 4 that attempts to move in response to the free vibration or oscillation of the liquid W is controlled by the movement control means 6, the free vibration of the liquid W is suppressed by this control force. Thus, energy loss due to excessive agitation of the liquid W is reduced. In particular, if a damper is used as the movement control means 6, passive vibration damping can be achieved, and if an actuator is used, active vibration damping can be achieved. In addition, since the flat surface portion 4a of the movable partition plate 4 increases the contact surface with the liquid W, the damping of the liquid W can be made more reliable, and the damper effect can be improved, so the vibration of the structure 2 can be reliably suppressed. This enables stable vibration suppression.
第2図は本発明の他の実施例を示すもので、上述した構
成において、タンク3を、互いに間隔を隔てて配置され
た分割タンク部3aとこれら分割タンク部3aを連通さ
せる連通部3bとで構成し、連通部3b内に、液体W中
に没入させて可動仕切板4を配設したものである。FIG. 2 shows another embodiment of the present invention, in which the tank 3 has divided tank parts 3a arranged at intervals from each other and a communication part 3b which communicates these divided tank parts 3a. A movable partition plate 4 is disposed within the communication portion 3b so as to be immersed in the liquid W.
したがって、上述のような本実施例構成によれば、上述
した効果の他に、連通部3bの上部平坦面3Cに液体W
が接触されることとなり、接触面が増すので、液体Wの
ダンピングをより確実なものとでき、ダンパ効果を向上
させて構造物2の振動を確実に抑制することができる。Therefore, according to the configuration of this embodiment as described above, in addition to the above-mentioned effects, liquid W is applied to the upper flat surface 3C of the communication portion 3b.
are brought into contact with each other, and the contact surface increases, so that the damping of the liquid W can be made more reliable, the damper effect can be improved, and the vibrations of the structure 2 can be reliably suppressed.
また、液体Wの液面が連通部3bの上部平坦面3cより
も高い位置となり、液体Wの自由表面が削減されるので
、波立ちにかかる自由表面を少なくでき、波立ちによる
エネルギーロスをこの面からも低減できる。そして連通
部3bにより、同一のタンク容量であっても空気と接す
る自由表面を少なくできるので、液体Wの汚れ防止も図
れる。In addition, since the liquid level of the liquid W is at a higher level than the upper flat surface 3c of the communication portion 3b, and the free surface of the liquid W is reduced, the free surface exposed to ripples can be reduced, and energy loss due to ripples can be reduced from this surface. can also be reduced. Furthermore, the communication portion 3b allows the free surface in contact with air to be reduced even if the tank capacity is the same, so that the liquid W can be prevented from becoming contaminated.
さて第3図は、さらに他の実施例を示す図であって、基
本的には可動仕切板4と移動制御手段6との間にてこ部
材12を介設したものである。Now, FIG. 3 is a diagram showing still another embodiment, in which a lever member 12 is basically interposed between the movable partition plate 4 and the movement control means 6.
具体的に説明すると本実施例は、タンク3内の液体W中
に、ロッド8により連結された2枚の可動仕切板4を設
けると共に、さらにこれら可動仕切板4をロッド5.て
゛こ部材12.移動制御手段6を介して構造物2の支持
部2aに連結支持させるようにしたものである。本実施
例は、可動仕切板4のストロークが移動制御手段6のス
トロークに比べて大きいときに、てこ部材12を介して
ロッド5と移動制御手段6とを連結するようにしたもの
で、てこ部材12の移動制御手段6側のレバーを可動仕
切板4側のレバーよりも短く設定することにより、移動
制御手段6のストロークの制約を受けることなく可動仕
切板4のストロークを自由に只定することが可能となる
。また反対に、移動制御手段6の能力が小さい場合にこ
のてこ部材12を利用することもでき、てこ部材12の
移動制御手段6側のレバーを可動仕切板4側のレバーよ
りも長く設定することにより、小さな制御力で可動仕切
板4を制御することができ、設備の省力化を図ることが
できる。また本実施例では、可動仕切板4を2枚設備し
ているので、ダンピング効果をより十分に確保できるこ
とは勿論である。なお、てこ部材12の支点12aは、
構造物2に固定されることになる。Specifically, in this embodiment, two movable partition plates 4 connected by a rod 8 are provided in the liquid W in the tank 3, and these movable partition plates 4 are connected to a rod 5. Lever member 12. It is configured to be connected and supported by the support portion 2a of the structure 2 via the movement control means 6. In this embodiment, when the stroke of the movable partition plate 4 is larger than the stroke of the movement control means 6, the rod 5 and the movement control means 6 are connected via the lever member 12. By setting the levers on the 12 movement control means 6 side shorter than the levers on the movable partition plate 4 side, the stroke of the movable partition plate 4 can be freely determined without being restricted by the stroke of the movement control means 6. becomes possible. Conversely, this lever member 12 can also be used when the capacity of the movement control means 6 is small, and the lever on the movement control means 6 side of the lever member 12 is set longer than the lever on the movable partition plate 4 side. Therefore, the movable partition plate 4 can be controlled with a small control force, and the labor of the equipment can be reduced. Furthermore, in this embodiment, since two movable partition plates 4 are provided, it goes without saying that a more sufficient damping effect can be ensured. Note that the fulcrum 12a of the lever member 12 is
It will be fixed to the structure 2.
(発明の効果)
以上実施例で詳細に説明したように、この発明によれば
、次のような優れた効果を発揮する。(Effects of the Invention) As explained in detail in the examples above, according to the present invention, the following excellent effects are exhibited.
(1)液体の自由な振動ないしは動揺に応じて移動しよ
うとする可動仕切板の移動を、移動制御手段によって制
御できるので、この制御力によって反対に液体の自由な
振動を抑制することができ、液体の過剰な動揺によるエ
ネルギロスを低減することができる。(1) Since the movement of the movable partition plate, which attempts to move in response to the free vibration or oscillation of the liquid, can be controlled by the movement control means, this control force can conversely suppress the free vibration of the liquid; Energy loss due to excessive agitation of the liquid can be reduced.
(2)また連通部の上面に液体が接触されることとなる
ので、可動仕切板に加えて接触面が増すこととなって液
体のダンピングをより確実なものとでき、また、液体面
が連通部の上面よりも高い位置となるので、液体の自由
表面が削減されることとなって波立ちにかかる自由表面
を少なくでき、これらにより波立ちによるエネルギロス
を低減することができる。そして、連通部により空気と
接する自由表面を少なくできるので、液体の汚れ防止も
図ることができる。(2) Also, since the liquid will come into contact with the upper surface of the communication part, the contact surface will be increased in addition to the movable partition plate, making damping of the liquid more reliable. Since the free surface of the liquid is reduced, the free surface exposed to ripples can be reduced, thereby reducing energy loss due to ripples. Furthermore, since the free surface that comes into contact with air can be reduced due to the communication portion, it is also possible to prevent contamination with liquid.
(3)さらに、てこ部材を移動制御手段と可動仕切板と
の間に介設したことにより、移動制御手段の制御力を倍
加したり、あるいは可動仕切板の移動制御ストロークを
増加させることができ、設備の省力化・小型化を確保す
ることができる。(3) Furthermore, by interposing a lever member between the movement control means and the movable partition plate, the control force of the movement control means can be doubled or the movement control stroke of the movable partition plate can be increased. , it is possible to ensure labor saving and downsizing of equipment.
第1図は本発明の一実施例を示す構造物の要部断面側面
図、第2図は本発明の他の実施例を示す構造物の要部断
面側面図、第3図は本発明の更に他の実施例を示す平面
断面図、第4図は従来例を示す要部断面側面図である。FIG. 1 is a cross-sectional side view of a main part of a structure showing one embodiment of the present invention, FIG. 2 is a cross-sectional side view of a main part of a structure showing another embodiment of the present invention, and FIG. FIG. 4 is a sectional plan view showing still another embodiment, and FIG. 4 is a sectional side view showing a main part of a conventional example.
Claims (3)
って且つ相互の接触による粘性抵抗で異なる位相で振動
する液体を収容したタンクを設置した構造物の制振装置
において、上記タンク内部に、上記液体中に没入させて
移動可能に可動仕切板を配設すると共に、該可動仕切板
を、その移動を制御する移動制御手段を介して上記構造
物に接続したことを特徴とする構造物の制振装置。(1) In a vibration damping device for a structure in which a tank containing a liquid that has the same period as the natural period of the structure and vibrates at a different phase due to viscous resistance due to mutual contact is installed in the structure, A movable partition plate is disposed inside the tank so that it can be moved by being immersed in the liquid, and the movable partition plate is connected to the structure via a movement control means that controls the movement of the partition plate. Vibration damping device for structures.
割タンク部とこれら分割タンク部を連通させる連通部と
で構成され、該連通部内に、前記液体中に没入させて前
記可動仕切板を配設した請求項1記載の構造物の制振装
置。(2) The tank is composed of divided tank parts arranged at intervals from each other and a communication part that communicates these divided tank parts, and the movable partition plate is immersed in the liquid in the communication part. A vibration damping device for a structure according to claim 1.
部材を介設した請求項1または2いずれかの項に記載の
構造物の制振装置。(3) The vibration damping device for a structure according to claim 1, wherein a lever member is interposed between the movable partition plate and the movement control means.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19795389A JPH0718273B2 (en) | 1989-08-01 | 1989-08-01 | Vibration control device for structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19795389A JPH0718273B2 (en) | 1989-08-01 | 1989-08-01 | Vibration control device for structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0363363A true JPH0363363A (en) | 1991-03-19 |
| JPH0718273B2 JPH0718273B2 (en) | 1995-03-01 |
Family
ID=16383055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19795389A Expired - Lifetime JPH0718273B2 (en) | 1989-08-01 | 1989-08-01 | Vibration control device for structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0718273B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH041759U (en) * | 1990-04-20 | 1992-01-08 | ||
| JPH0545281U (en) * | 1991-07-25 | 1993-06-18 | 三菱重工業株式会社 | Active fluid dynamic absorber |
-
1989
- 1989-08-01 JP JP19795389A patent/JPH0718273B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH041759U (en) * | 1990-04-20 | 1992-01-08 | ||
| JPH0545281U (en) * | 1991-07-25 | 1993-06-18 | 三菱重工業株式会社 | Active fluid dynamic absorber |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0718273B2 (en) | 1995-03-01 |
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