JP2566047B2 - Vibration control device for structures - Google Patents

Vibration control device for structures

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Publication number
JP2566047B2
JP2566047B2 JP2171663A JP17166390A JP2566047B2 JP 2566047 B2 JP2566047 B2 JP 2566047B2 JP 2171663 A JP2171663 A JP 2171663A JP 17166390 A JP17166390 A JP 17166390A JP 2566047 B2 JP2566047 B2 JP 2566047B2
Authority
JP
Japan
Prior art keywords
liquid
liquid storage
storage tanks
communication pipe
upper space
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 - Fee Related
Application number
JP2171663A
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Japanese (ja)
Other versions
JPH0462272A (en
Inventor
彰 寺村
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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Publication date
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Priority to JP2171663A priority Critical patent/JP2566047B2/en
Publication of JPH0462272A publication Critical patent/JPH0462272A/en
Application granted granted Critical
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Description

【発明の詳細な説明】 《産業上の利用分野》 本発明は、ビル等の構造物が地震とか強風により誘起
される振動を、この構造物に設置した液体収納槽内の液
体の移動を利用して抑制する制振装置に関する。
DETAILED DESCRIPTION OF THE INVENTION << Industrial Application Field >> The present invention utilizes vibration of a structure such as a building induced by an earthquake or a strong wind by using movement of liquid in a liquid storage tank installed in the structure. The present invention relates to a vibration damping device that suppresses the vibration.

《従来の技術》 この種の制振装置としては、液体収納槽内の液体が自
然状態で揺動されるときの移動力を制振に利用したパッ
シブ制振と、機械的手段を用いて液体収納槽内の液体の
移動を強制的に変化させるようにしたアクティブ制振と
が知られている。
<< Prior Art >> This type of vibration damping device includes passive vibration damping that uses the moving force when the liquid in the liquid storage tank is shaken in a natural state for damping, and liquid that uses mechanical means. Active damping is known in which the movement of the liquid in the storage tank is forcibly changed.

前者のパッシブ制振は従来一般に用いられ、液体収納
槽に収納される液体の運動周期を構造物の固有振動数と
略一致するように予め設定しておき、振動入力時に液体
収納槽内の液体が自然状態で揺動される時の移動力で構
造物の揺れを抑制できるようになっている。
The former passive vibration suppression is generally used in the past, and the motion cycle of the liquid stored in the liquid storage tank is set in advance so as to substantially match the natural frequency of the structure, and the liquid in the liquid storage tank at the time of vibration input is set. The swinging of the structure can be suppressed by the moving force when swinging in a natural state.

また、後者のアクティブ制振は、構造物の振動周期に
合わせて液体収納槽内の液体の運動周期を調節すること
ができる。
In the latter active vibration suppression, the movement cycle of the liquid in the liquid storage tank can be adjusted in accordance with the vibration cycle of the structure.

ところで、前記パッシブ制振とアクティブ制振とを組
み合わせた制振装置としては、特開平1−214676号公報
に開示されたものがあり、この制振装置では構造物に設
置された液体収納槽(タンク)内を、アクチュエータで
昇降される可動仕切板で複数に分割する構成となってい
る。
Meanwhile, as a vibration damping device that combines the passive vibration damping and the active vibration damping, there is one disclosed in Japanese Patent Application Laid-Open No. 1-214676. In this vibration damping device, a liquid storage tank ( The tank is divided into a plurality of parts by a movable partition plate that is raised and lowered by an actuator.

従って、このように可動仕切板を介して槽内を分割す
ることにより、液体の運動周期を段階的に変化できるよ
うになっている。
Therefore, by dividing the inside of the tank through the movable partition plate in this way, the movement cycle of the liquid can be changed stepwise.

《発明が解決しようとする課題》 しかしながら、かかる従来の制振装置にあっては、液
体収納槽内の液体の運動周期を変化するに、可動仕切板
をアクチュエータで駆動して昇降する構成であり、この
可動仕切板は液体収納槽内部を全体に亘って仕切る必要
があるため、この可動仕切板はかなり大きなものとなっ
て、これの昇降動作を迅速に行うことができず、従っ
て、構造物の振動状態に応じたリアルタイムの制御が困
難となり、大きな制振効果を期待することはできない。
<< Problems to be Solved by the Invention >> However, such a conventional vibration damping device has a configuration in which the movable partition plate is driven by an actuator to move up and down in order to change the movement cycle of the liquid in the liquid storage tank. However, since the movable partition plate must partition the entire inside of the liquid storage tank, the movable partition plate becomes considerably large and cannot be moved up and down quickly. It becomes difficult to perform real-time control according to the vibration state of the vehicle, and a large vibration suppression effect cannot be expected.

また、前記可動仕切板が大型化されることにより、こ
れを駆動する前記アクチュエータは大型化され、従っ
て、可動仕切板の昇降動作に必要とされるエネルギーも
大きなものとなって、駆動装置全体が著しく大型化され
てしまう。
In addition, as the movable partition plate is enlarged, the actuator for driving the movable partition plate is increased in size, and therefore, the energy required for the lifting and lowering operation of the movable partition plate is also large, and the entire driving device is required. The size is significantly increased.

更に、可動仕切板で液体収納槽内を分割することによ
り液体の運動周期が変化される構成であるため、このと
きの運動周期の変化は段階的となり、構造物の連続した
入力振動に対して緻密な制御ができないという各種課題
があった。
Furthermore, since the movement cycle of the liquid is changed by dividing the inside of the liquid storage tank with the movable partition plate, the change of the movement cycle at this time is gradual, and the continuous input vibration of the structure There were various problems that precise control was not possible.

そこで、本発明はかかる従来の課題に鑑みて、簡単な
装置をもって液体の運動周期の変化の応答性を向上し、
かつ、入力される振動に応じた緻密な制御を可能とする
構造物の制振装置を提供することを目的とする。
Accordingly, the present invention has been made in view of such a conventional problem, to improve the response of the movement cycle of the liquid with a simple device,
Another object of the present invention is to provide a vibration damping device for a structure that enables precise control in accordance with input vibration.

《課題を解決するための手段》 かかる目的を達成するために本発明は、構造物の適宜
部位に所定間隔をおいて水平方向に設置され、気密構造
とされた内部に上方空間部を設けて液体が収納される複
数の液体収納槽と、これら複数の液体収納槽のそれぞれ
の底部を連通する液体連通管と、前記複数の液体収納槽
のそれぞれの上方空間部を連通する気体連通管と、この
気体連通管に設けられ、この気体連通管の開度調節を行
う開閉制御弁とを設けることにより構成する。
<< Means for Solving the Problems >> In order to achieve the above object, the present invention is to install an upper space portion inside a hermetically sealed structure that is installed horizontally at predetermined intervals at appropriate portions of a structure. A plurality of liquid storage tanks in which the liquid is stored, a liquid communication tube that communicates the respective bottoms of the plurality of liquid storage tanks, and a gas communication tube that communicates the upper space of each of the plurality of liquid storage tanks, The gas communication pipe is provided with an opening / closing control valve for adjusting the opening degree of the gas communication pipe.

《作 用》 以上の構成により本発明の構造物の制振装置にあって
は、複数の液体収納槽は液体連通管を介して連通される
ことにより、振動入力時にはこの液体連通管を介して各
液体収納槽内の液体が移動される。
<< Operation >> In the structure vibration damping device of the present invention having the above-described configuration, the plurality of liquid storage tanks are communicated with each other through the liquid communication pipes, and therefore, at the time of vibration input, the liquid communication pipes are communicated through the liquid communication pipes. The liquid in each liquid storage tank is moved.

このとき、前記液体収納槽は気密構造とされているた
め、この液体収納槽の上部空間部内の容積は液体の流入
および流出に伴って変化され、このときの上部空間内の
圧力変化は気体連通管を介してこれに設けられた開閉制
御弁の開度に応じて調節される。
At this time, since the liquid storage tank has an airtight structure, the volume in the upper space portion of the liquid storage tank changes with the inflow and outflow of the liquid, and the pressure change in the upper space at this time changes the gas communication. It is adjusted via the pipe according to the opening degree of the on-off control valve provided therein.

つまり、前記開閉制御弁を全開にしておくことによ
り、前記上部空間部内の気体あ移動される液体に追従し
て各液体収納槽間で自由にやり取りされるため、この上
部空間部内の圧力を略一定に保持することができる。
That is, since the opening / closing control valve is fully opened, the gas in the upper space portion is freely exchanged between the liquid storage tanks following the liquid to be moved, so that the pressure in the upper space portion is substantially reduced. It can be held constant.

一方、前記開閉制御弁を全閉にしておくことにより、
上部空間部内に気体は封入されるため、液体の流入およ
び流出によりこの上部空間部内の圧力は、液体の移動を
阻止するように上昇および下降される。
On the other hand, by keeping the on-off control valve fully closed,
Since the gas is enclosed in the upper space, the pressure in the upper space is raised and lowered by the inflow and outflow of the liquid so as to prevent the movement of the liquid.

従って、開閉制御弁を全開にした状態では、各液体収
納槽間で自由に液体が移動されるため、液体連通管を通
過する液体の移動量は増大し、このときの運動周期は長
くなる。
Therefore, when the open / close control valve is fully opened, the liquid is freely moved between the liquid storage tanks, so that the moving amount of the liquid passing through the liquid communication pipe is increased and the movement cycle at this time is lengthened.

一方、開閉制御弁を全閉にした状態では、上部空間部
に封入された圧力により液体の移動量は減少して、この
ときの運動周期は短くなる。
On the other hand, when the open / close control valve is fully closed, the amount of movement of the liquid decreases due to the pressure sealed in the upper space, and the movement cycle at this time becomes shorter.

また、前記開閉制御弁は運動周期が最長となる全開状
態と、運動周期が最短となる全閉状態との間で開度調節
することができ、この開度調節により液体の運動周期を
無段階、つまり、緻密に変化させることができる。
Further, the opening / closing control valve can adjust the opening between a fully open state in which the movement cycle is the longest and a fully closed state in which the movement cycle is the shortest. In other words, it can be changed precisely.

更に、液体の運動周期の緻密な変化は、開閉制御弁の
単なる開度調節で行うことができるため、その周期変化
の応答性を大幅に向上することができる。
Further, since the precise change of the movement cycle of the liquid can be performed by simply adjusting the opening degree of the opening / closing control valve, the responsiveness of the cycle change can be greatly improved.

《実施例》 以下、本発明の実施例を図面に基づいて詳細に説明す
る。
<Example> Hereinafter, an example of the present invention is described in detail based on a drawing.

第1図は本発明の一実施例を示す構造物の制振装置10
を示し、構造物としては多層階のビルディング12とされ
た場合を例にとって説明する。
FIG. 1 is a structural vibration damping device 10 showing an embodiment of the present invention.
The structure will be described with reference to the case where the building is a multi-storey building 12.

前記制振装置10は、ビルディング12の屋上に所定間隔
をおいて水平方向に設置される2基の液体収納槽14,16
を備え、これら液体収納槽14,16は蓋体14a,16aで密閉さ
れることにより気密構造とされる。
The vibration damping device 10 includes two liquid storage tanks 14 and 16 that are horizontally installed at predetermined intervals on the roof of a building 12.
The liquid storage tanks 14, 16 are hermetically sealed by being closed by lids 14a, 16a.

そして、前記液体収納槽14,16内には、上方空間部14
b,16bを設けて液体としての水Wが蓄えられている。
The upper space portion 14 is provided in the liquid storage tanks 14 and 16.
Water b as a liquid is stored by providing b and 16b.

前記2基の液体収納槽14,16の底部間は液体連通管18
を介して連通されており、このように液体連通管18で2
基の液体収納槽14,16が互いに連通されることにより、
いわゆるツインタンクが構成され、それぞれの液体収納
槽14,16間で液体移動が可能となっている。
A liquid communication pipe 18 is provided between the bottoms of the two liquid storage tanks 14 and 16.
Through the liquid communication pipe 18 in this way.
By connecting the base liquid storage tanks 14 and 16 to each other,
A so-called twin tank is configured, and liquid can be moved between the liquid storage tanks 14 and 16.

尚、前記液体連通管18は液体移動時の管摩擦抵抗を減
少するために、開口部の断面積が十分に大きく確保され
ている。
The liquid communication pipe 18 has a sufficiently large cross-sectional area of the opening in order to reduce the pipe frictional resistance during liquid movement.

また、前記2基の液体収納槽14,16のそれぞれの上方
空間部14b,16bは、気体連通管20を介して互いに連通さ
れ、この気体連通管20の途中には開閉制御弁としてのサ
ーボバルブ22が設けられている。
The upper spaces 14b and 16b of the two liquid storage tanks 14 and 16 are communicated with each other via a gas communication pipe 20, and a servo valve as an opening / closing control valve is provided in the middle of the gas communication pipe 20. 22 are provided.

前記カーボバルブ22は、ビルディング12に取り付けら
れた振動センサ24の検出信号に基づいてコントローラ26
から出力される駆動信号により開閉制御される。
The carbovalve 22 has a controller 26 based on a detection signal of a vibration sensor 24 attached to the building 12.
Opening / closing is controlled by a drive signal output from the.

以上の構成により本実施例の制振装置10にあっては、
地震等の振動入力によりビルディング12が揺動されるこ
とに伴って、2基の液体収納槽14,16内の水Wは液体連
通管18を介してそれぞれの間で移動される。
In the vibration damping device 10 of the present embodiment having the above configuration,
As the building 12 is swung due to a vibration input such as an earthquake, the water W in the two liquid storage tanks 14 and 16 is moved between them via the liquid communication pipe 18.

このとき、前記液体収納槽14,16は気密構造とされて
いるため、この液体収納槽14,16の上部空間部14b,16b内
の容積は、それぞれの槽14,16内に液体が流入および流
出されることに伴って変化され、このときに各上部空間
部14b,16b内の圧力変化は、気体連通管20を介してこれ
に設けられたサーボバルブ22の開度に応じて調節され
る。
At this time, since the liquid storage tanks 14 and 16 have an airtight structure, the volume in the upper space portions 14b and 16b of the liquid storage tanks 14 and 16 is such that the liquid flows into the respective tanks 14 and 16. It is changed in accordance with the outflow, and at this time, the pressure change in each upper space portion 14b, 16b is adjusted via the gas communication pipe 20 according to the opening degree of the servo valve 22 provided therein. .

つまり、前記サーボバルブ22を全開にした場合には、
前記上部空間部14b,16b内の空気は、移動される液体に
追従して各液体収納槽14,16間で自由にやり取りされる
ため、この上部空間部14b,16b内の圧力を略一定に保持
することができる。
That is, when the servo valve 22 is fully opened,
Since the air in the upper spaces 14b, 16b is freely exchanged between the liquid storage tanks 14, 16 following the liquid to be moved, the pressure in the upper spaces 14b, 16b is made substantially constant. Can be held.

従って、このサーボバルブ22の全開状態では、上部空
間部14b,16b内の圧力が障害とならないため、各液体収
納槽14,16間で液体が自由に移動できることになり、前
記ビルディング12の揺動に伴って液体連通管20を通過す
る液体の移動量は増大されるため、このときの液体の運
動周期は長くなる。
Therefore, when the servo valve 22 is fully opened, the pressure in the upper spaces 14b and 16b does not become an obstacle, so that the liquid can freely move between the liquid storage tanks 14 and 16 and the rocking of the building 12 can be performed. Accordingly, the movement amount of the liquid passing through the liquid communication pipe 20 is increased, so that the movement cycle of the liquid at this time becomes long.

一方、前記サーボバルブ22を全閉にした場合は、上部
空間部14b,16b内に気体が封入されるため、液体収納槽1
4,16に液体が流入された場合は、この上部空間部14b,16
b内の圧力は上昇して大気圧より高い正圧となり、か
つ、液体収納槽14,16から液体が流出された場合は、上
部空間部14b,16b内の圧力は下降して大気圧より低い負
圧となる。
On the other hand, when the servo valve 22 is fully closed, gas is enclosed in the upper spaces 14b and 16b, so that the liquid storage tank 1
When liquid flows into 4,16, this upper space 14b, 16
When the pressure in b rises to a positive pressure higher than atmospheric pressure, and when the liquid flows out from the liquid storage tanks 14 and 16, the pressure in the upper space portions 14b and 16b decreases and is lower than atmospheric pressure. It becomes negative pressure.

従って、サーボバルブ22の全開状態では、上部空間部
14b,16bに封入された正圧,負圧が液体収納槽14,16内の
液面の変化を阻止するばねの役目を果たすため、液体連
通管20を通過する液体の移動量は減少してこれの運動周
期は短くなる。
Therefore, when the servo valve 22 is fully opened, the upper space
Since the positive pressure and the negative pressure enclosed in 14b and 16b serve as springs that prevent the liquid level in the liquid storage tanks 14 and 16 from changing, the amount of movement of the liquid passing through the liquid communication pipe 20 is reduced. The movement cycle of this becomes short.

従って、ビルディング12の揺動周期が長くなる場合
は、前記サーボバルブ22を開くことにより運動周期が長
くなった水Wの移動力でビルディング12の揺動を効果的
に抑制できると共に、ビルディング12の揺動周期が短く
なる場合は、サーボバルブ22を閉じることにより水Wの
運動周期を短くしてこれに対応させることができる。
Therefore, when the rocking cycle of the building 12 becomes long, the rocking of the building 12 can be effectively suppressed by the moving force of the water W having a long motion cycle by opening the servo valve 22, and the rocking of the building 12 can be effectively suppressed. When the rocking cycle becomes short, the motion cycle of the water W can be shortened by closing the servo valve 22 to cope with this.

ところで、前記サーボバルブ22は水Wの運動周期が最
長となる全開状態と、運動周期が最短となる全開状態と
の間で開度調節させることにより、水Wの運動周期を無
段階に変化させてビルディング12の揺動周期の変化に緻
密に対応させることができる。
By the way, the servo valve 22 changes the movement cycle of the water W steplessly by adjusting the opening between a fully opened state where the movement cycle of the water W is the longest and a fully opened state where the movement cycle of the water W is the shortest. Therefore, it is possible to precisely respond to changes in the swing cycle of the building 12.

また、水Wの運動周期の変化は、サーボバルブ22の単
なる開度調節で行うことができるため、その周期変化の
応答性を著しく向上することができる。
Further, since the movement cycle of the water W can be changed by simply adjusting the opening degree of the servo valve 22, the responsiveness of the cycle change can be remarkably improved.

尚、本実施例の制振装置10は液体収納槽14,16を2基
設けたツインタンク式のものを例にとって説明したが、
これに限ることなく液体収納槽は3基以上設置したもの
でもよく、また、各液体収納槽の配置も直線状の配列に
限ることなく多角形状に配置することもできる。
Although the vibration damping device 10 of the present embodiment has been described as an example of a twin tank type provided with two liquid storage tanks 14 and 16,
Without limiting to this, three or more liquid storage tanks may be installed, and the arrangement of each liquid storage tank is not limited to a linear arrangement but may be arranged in a polygonal shape.

《発明の効果》 以上説明したように本発明にかかる構造物の制振装置
にあっては、気密構造とされた複数の液体収納槽に上方
空間部を設けて液体を収納し、それぞれの液体収納槽の
底部を液体連通管で連通すると共に、それぞれの上方空
間部を連通する気体連通管に開閉制御弁を設けたので、
この開閉制御弁の開度調節によりそれぞれの液体収納槽
間で移動される液体の運動周期を緻密に制御することが
できる。
<< Effects of the Invention >> As described above, in the vibration damping device for a structure according to the present invention, the plurality of liquid storage tanks having the airtight structure are provided with the upper space portions to store the liquids, and the respective liquids are stored. Since the bottom of the storage tank is communicated with the liquid communication pipe, and the opening / closing control valve is provided in the gas communication pipe that communicates each upper space portion,
By adjusting the opening degree of the opening / closing control valve, the movement cycle of the liquid moved between the respective liquid storage tanks can be precisely controlled.

また、このように前記液体の運動周期は開閉制御弁の
単なる開閉調節により制御されるため、その応答性を大
幅に向上して、前記運動周期の緻密な制御と相俟って構
造物の制振効果を著しく向上することができるという優
れた効果を奏する。
Further, since the movement cycle of the liquid is controlled by simply adjusting the opening / closing of the opening / closing control valve in this manner, its responsiveness is significantly improved, and in combination with the precise control of the movement cycle, the structure is controlled. It has an excellent effect that the vibration effect can be remarkably improved.

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

第1図は本発明にかかる制御装置の概略構成図である。 10……制振装置 12……ビルディング(構造物) 14,16……液体収納槽 14b,16b……上部空間部 18……液体連通管 20……気体連通管 22……開閉制御弁 24……振動センサ 26……コントローラ FIG. 1 is a schematic configuration diagram of a control device according to the present invention. 10 …… Vibration control device 12 …… Building (structure) 14, 16 …… Liquid storage tank 14b, 16b …… Upper space 18 …… Liquid communication pipe 20 …… Gas communication pipe 22 …… Open / close control valve 24… … Vibration sensor 26 …… Controller

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】構造物の適宜部位に所定間隔をおいて水平
方向に設置され、気密構造とされた内部に上方空間部を
設けて液体が収納される複数の液体収納槽と、 前記複数の液体収納槽のそれぞれの底部を連通する液体
連通管と、 前記複数の液体収納槽のそれぞれの上方空間部を連通す
る気体連通管と、 前記気体連通管に設けられ、この気体連通管の開度調節
を行う開閉制御弁とを設けたことを特徴とする構造物の
制振装置。
1. A plurality of liquid storage tanks, which are installed horizontally at appropriate intervals in a structure at predetermined intervals and have an upper space provided inside an airtight structure to store liquid therein, A liquid communication pipe that communicates with each bottom of the liquid storage tank, a gas communication pipe that communicates with the upper space of each of the plurality of liquid storage tanks, and the gas communication pipe is provided with the opening degree of the gas communication pipe. A vibration damping device for a structure, which is provided with an on-off control valve for adjustment.
JP2171663A 1990-06-29 1990-06-29 Vibration control device for structures Expired - Fee Related JP2566047B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2171663A JP2566047B2 (en) 1990-06-29 1990-06-29 Vibration control device for structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2171663A JP2566047B2 (en) 1990-06-29 1990-06-29 Vibration control device for structures

Publications (2)

Publication Number Publication Date
JPH0462272A JPH0462272A (en) 1992-02-27
JP2566047B2 true JP2566047B2 (en) 1996-12-25

Family

ID=15927393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2171663A Expired - Fee Related JP2566047B2 (en) 1990-06-29 1990-06-29 Vibration control device for structures

Country Status (1)

Country Link
JP (1) JP2566047B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3025030B2 (en) * 1991-01-17 2000-03-27 三菱重工業株式会社 Damping tank device
US5988014A (en) * 1996-06-21 1999-11-23 Trw Automotive Safety Systems Gmbh Sheet-metal steering wheel
FR3048408B1 (en) * 2016-03-02 2019-04-05 IFP Energies Nouvelles STABILIZATION SYSTEM, IN PARTICULAR FOR A FLOATING SUPPORT, WITH MULTIPLE DAMPING DEVICES HAVING A U-SHAPE

Also Published As

Publication number Publication date
JPH0462272A (en) 1992-02-27

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