JPH02204580A - Damping device for building - Google Patents

Damping device for building

Info

Publication number
JPH02204580A
JPH02204580A JP2194189A JP2194189A JPH02204580A JP H02204580 A JPH02204580 A JP H02204580A JP 2194189 A JP2194189 A JP 2194189A JP 2194189 A JP2194189 A JP 2194189A JP H02204580 A JPH02204580 A JP H02204580A
Authority
JP
Japan
Prior art keywords
movable body
building
hydraulic
hydraulic cylinders
frame
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
Application number
JP2194189A
Other languages
Japanese (ja)
Inventor
Nobuyoshi Haniyuda
信良 羽生田
Katsumi Isobe
克己 磯部
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.)
KYB Corp
Original Assignee
Kayaba Industry Co 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 Kayaba Industry Co Ltd filed Critical Kayaba Industry Co Ltd
Priority to JP2194189A priority Critical patent/JPH02204580A/en
Publication of JPH02204580A publication Critical patent/JPH02204580A/en
Pending legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To fulfill a damping effect with a simple structure by suspending a movable body having a certain mass from a structure and supporting this movable body by the structure by means of hydraulic cylinders, etc., via universal joints. CONSTITUTION:A movable body 1 having a certain mass is horizontally suspended from the top portion of a frame 8 fixedly installed on a building by means of arms 2, 2 via universal joints 3. Two hydraulic cylinders 4, 5 are installed between the frame 8 and movable body 1 at a right angle to each other while being joined by the use of universal joints 6, 7 respectively. When shaking occurred in the building, the hydraulic cylinders 4, 5 drive the movable body 1 in the same direction to make the inertial resistance of the movable body 1 efficiently act as the damping force of the structure.

Description

【発明の詳細な説明】 (産業上の利用分野) 本考案は、ビルやタワー等の建造物の地震等による動揺
を抑える制振装置の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an improvement of a vibration damping device for suppressing the shaking of structures such as buildings and towers due to earthquakes and the like.

(従来の技術) ビル等の建造物の地震による動揺を割振する割振装置と
して、建造物の屋上などに、例えばtlS7図に示すよ
うに転がり軸受21を介して所定の質量を持った可動体
(マス)1を水平変位自由に支持し、この可動体1と建
造物20との開に水平方向に油圧シリンダ22を介装し
たものが知られている。
(Prior Art) As an allocating device for allocating the shaking of a structure such as a building due to an earthquake, a movable body (with a predetermined mass) ( It is known that a mass) 1 is supported for free horizontal displacement, and a hydraulic cylinder 22 is interposed horizontally between the movable body 1 and a building 20.

建造物20が図の矢印方向へ揺れる場合には、油圧シリ
ンダ22の伸張側の油室23に作動油が供給され、油圧
シリンダ22は可動体1を図の左側へと駆動する。そし
て、油圧シリンダ22の伸張に対する可動体1の慣性抵
抗のため、油圧シリンダ22は同時に建造物20を揺れ
の方向と逆向きに押圧し、これにより建造物20の揺れ
を抑制する。また、建造物20が逆方向に揺れる場合に
は、油圧シリンダ22の収縮側の油室24に作動油が供
給され、油圧シリンダ22は可動体1の慣性抵抗に基づ
く引張力を建造物20に及ぼすことで揺れを抑制する。
When the building 20 swings in the direction of the arrow in the figure, hydraulic oil is supplied to the oil chamber 23 on the extension side of the hydraulic cylinder 22, and the hydraulic cylinder 22 drives the movable body 1 to the left in the figure. Because of the inertial resistance of the movable body 1 against the extension of the hydraulic cylinder 22, the hydraulic cylinder 22 simultaneously presses the building 20 in the opposite direction to the shaking direction, thereby suppressing the shaking of the building 20. Further, when the building 20 swings in the opposite direction, hydraulic oil is supplied to the oil chamber 24 on the contraction side of the hydraulic cylinder 22, and the hydraulic cylinder 22 applies a tensile force based on the inertial resistance of the movable body 1 to the building 20. This suppresses shaking.

(発明の課題) この場合に、相対変位する可動体1と建造物20との摩
擦抵抗は、揺れに対抗して油圧シリンダ、、i:2が建
造物20に及ぼす押圧並びに引張力を低下させるので、
できるだけ小さいことが望ましい。
(Problem to be solved by the invention) In this case, the frictional resistance between the relatively displaced movable body 1 and the building 20 reduces the pressure and tensile force exerted on the building 20 by the hydraulic cylinders, i:2 against the shaking. So,
It is desirable that it be as small as possible.

しかしながら、転がり軸受21の場合には摩擦抵抗をあ
る程度以上に小さくすることは困難でありた。
However, in the case of the rolling bearing 21, it has been difficult to reduce the frictional resistance beyond a certain level.

一方、転がり軸受21に代えて流体軸受を使用すれば摩
擦抵抗をより小さくすることができるが、ころがり軸受
21に比べて着しくコストが高く、また突発的な揺れに
遅滞なく対応するためには、可動体を流体を介して常に
浮上させておく必要があり、このためのエネルギー供給
が不可欠であった。
On the other hand, if a hydrodynamic bearing is used instead of the rolling bearing 21, the frictional resistance can be further reduced, but it is considerably more costly than the rolling bearing 21, and is difficult to deal with sudden shaking without delay. , it was necessary to keep the movable body constantly floating via fluid, and energy supply was essential for this purpose.

本発明は、以上のような問題点に鑑みて、可動体の変位
に対する摩擦抵抗を小さく抑えた、簡易な構造の制振装
置を提供することを目的とする。
SUMMARY OF THE INVENTION In view of the above-mentioned problems, it is an object of the present invention to provide a vibration damping device with a simple structure that suppresses frictional resistance against displacement of a movable body.

(課題を達成するための手段) 本発明は、所定の質量を備えた可動体を建造物に吊り下
げるとともに、この可動体を油圧シリンダまたは油圧ダ
ンパによりユニバーサルジヨイントを介して建造物に支
持している。
(Means for Achieving the Object) The present invention suspends a movable body with a predetermined mass from a building, and supports this movable body on the building via a universal joint using a hydraulic cylinder or a hydraulic damper. ing.

(作用) 油圧シリンダまたは油圧ダンパは、建造物の揺れに応じ
て可動体を同方向へ駆動する。この時、建造物から吊り
下げられた可動体と建造物との間には摩擦抵抗がほとん
ど発生せず、可動体の慣性抵抗が建造物の制振力へと効
率良く変換される。
(Function) The hydraulic cylinder or hydraulic damper drives the movable body in the same direction in response to the shaking of the building. At this time, almost no frictional resistance occurs between the movable body suspended from the building and the building, and the inertial resistance of the movable body is efficiently converted into vibration damping force of the building.

また、ユニバーサルジヨイントは可動体と建造物との相
対変位に追随して油圧シリンダまたは油圧ダンパを三次
元方向の任意の角度に回転させる。
Further, the universal joint rotates the hydraulic cylinder or the hydraulic damper to an arbitrary angle in a three-dimensional direction following the relative displacement between the movable body and the building.

(実施例) 第1図〜第6図に本発明の実施例を示す。(Example) Embodiments of the present invention are shown in FIGS. 1 to 6.

第1図及び第2図において、1は建造物に固設した7レ
ーム8の頂部から、等しい長さの平行な4本の剛性部材
のアーム2により水平に吊り下げられた可動体である。
In FIGS. 1 and 2, reference numeral 1 denotes a movable body suspended horizontally from the top of a seven-frame frame 8 fixed to a building by four parallel rigid member arms 2 of equal length.

可動体1とアーム2及びアーム2とフレーム8は、それ
ぞれユニバーサルジヨイント3を介して結合する。また
、可動体1の周囲にはフレーム8との衝突時に衝撃を緩
衝する非常用バッフγ19が取り付けられる。
The movable body 1 and the arm 2 and the arm 2 and the frame 8 are connected via a universal joint 3, respectively. Furthermore, an emergency buff γ19 is attached around the movable body 1 to cushion the impact in the event of a collision with the frame 8.

可動体1と7レーム8との間には油圧シリンダ4と5が
互いに直角をなすように介装される。油圧シリンダ4と
5はいずれもシリンダチューブ4Aと5Aを7レーム8
に、ピストンロフト4Bと5Bの先端を可動体1の中心
部に、それぞれユニバーサルジョイント6と7を介して
結合する。なお、油圧シリンダ4と5はピストンロッド
4Bと5Bを若干下向きにした状態で配設される。
Hydraulic cylinders 4 and 5 are interposed between the movable body 1 and the 7-frame 8 so as to be perpendicular to each other. Hydraulic cylinders 4 and 5 both have cylinder tubes 4A and 5A with 7 frame 8
Then, the tips of the piston lofts 4B and 5B are connected to the center of the movable body 1 via universal joints 6 and 7, respectively. Note that the hydraulic cylinders 4 and 5 are arranged with the piston rods 4B and 5B facing slightly downward.

ユニバーサルジヨイント6は第3図及び第4図に示すよ
うに、7レーム8の上下に固設したブラケット10の間
に水平方向に回転自由に支持された水平回転部材11と
、その内側に支持された水平軸12を支点に上下方向に
回転自由に支持されたブラケット13からなり、ブラケ
ット13の内側にシリンダチューブ4A(5A)が支持
される。
As shown in FIGS. 3 and 4, the universal joint 6 includes a horizontal rotating member 11 that is rotatably supported in the horizontal direction between brackets 10 fixed above and below a seven-frame frame 8, and a horizontal rotating member 11 that is supported on the inside thereof. The cylinder tube 4A (5A) is supported inside the bracket 13.

また、ユニバーサルジヨイント7は第5図及び第6図に
示すように、可動体1の中心から上方へ突設した中心軸
14にベアリング15を介して水平回転自由に支持され
た水平回転部材16と、その外側に形成した回転軸17
において上下方向に回転自由に支持されたブラケット1
8からなり、ブラケット18にピストンロッド4B(5
B)の先端が結合する。
Further, as shown in FIGS. 5 and 6, the universal joint 7 includes a horizontal rotation member 16 that is supported by a central shaft 14 projecting upward from the center of the movable body 1 through a bearing 15 for horizontal rotation. and a rotating shaft 17 formed on the outside thereof.
Bracket 1 is freely supported for rotation in the vertical direction at
8, and the piston rod 4B (5
The tips of B) are joined.

これらの油圧シリンダ4と5には別に備えた油圧供給装
置からバルブユニット9を介して、建造物の揺れに対抗
する方向に作動油が供給される。
Hydraulic oil is supplied to these hydraulic cylinders 4 and 5 from a separately provided hydraulic supply device via a valve unit 9 in a direction that counteracts the shaking of the building.

次に作用を説明する。Next, the action will be explained.

建造物が動揺すると、平行なアーム2によりフレーム8
から吊り下げられた可・動体1は慣性力により、建造物
に対して相対変位しようとする。これに対して、油圧供
給装置からコントロールバルブ9を介して油圧シリンダ
4と5に揺れの方向に応じた割合で作動油が供給され、
油圧シリンダと4と5は可動体1をこの相対変位に逆ら
って揺れと同方向に駆動する。
When the building shakes, the parallel arm 2 moves the frame 8
The movable/moving body 1 suspended from the building tends to be displaced relative to the building due to inertia. In response, hydraulic oil is supplied from the hydraulic supply device to the hydraulic cylinders 4 and 5 via the control valve 9 at a rate corresponding to the direction of the shaking.
The hydraulic cylinders 4 and 5 drive the movable body 1 against this relative displacement in the same direction as the swing.

この結果、可動体1は平行なアーム2に規定される弧を
描いて揺動し、油圧シリンダ4と5もユニバーサルジヨ
イント6と7を回転させつつ、可動体1の変位に対応し
て水平及び上下方向に回転する。
As a result, the movable body 1 swings in an arc defined by the parallel arm 2, and the hydraulic cylinders 4 and 5 also rotate the universal joints 6 and 7 while horizontally corresponding to the displacement of the movable body 1. and rotate up and down.

そして、可動体1の変位に伴い、油圧シリンダ4と5に
は可動体1の慣性抵抗に基づく反力が作用し、この反力
がシリンダチューブ4Aと5Aを介して7レーム8に揺
れと逆向きの制振力をもたらす。
With the displacement of the movable body 1, a reaction force based on the inertia resistance of the movable body 1 acts on the hydraulic cylinders 4 and 5, and this reaction force is applied to the 7th frame 8 through the cylinder tubes 4A and 5A in a manner that is opposite to the shaking. Provides directional vibration damping force.

このようにして、可動体1は建造物の揺れと常に同方向
に駆動され、慣性抵抗に基づく制振力を建造物に及ぼし
て揺れを抑制する。
In this way, the movable body 1 is always driven in the same direction as the building sways, and exerts a damping force based on inertial resistance on the building to suppress the sway.

ところで、相対変位する可動体1と建造物との間の摩擦
抵抗は、揺動するアーム2と可動体1及V建造物とを結
合するユニバ−サジヨイント3において発生するが、ユ
ニバーサルジヨイント3の摺動部の摺動距離は可動体1
と建造物との相対変位の距離に比べて着しく短いため、
発生する摩擦抵抗も極めて小さい、このため、可動体1
の慣性抵抗が、油圧シリンダ4と5が建造物に及ぼす割
振力に無駄なく変換され、応答良く効率的に建造物を制
振することができる。さらに、アーム2を長くすること
により、ユニバーサルノコインド3の回転角度が小さく
なるので、摩擦抵抗を一層小さくすることができる。
By the way, frictional resistance between the relatively displaced movable body 1 and the building occurs at the universal joint 3 that connects the swinging arm 2, the movable body 1, and the V building. The sliding distance of the sliding part is the moving body 1
Because it is considerably shorter than the relative displacement distance between the building and the building,
The frictional resistance generated is also extremely small, so the movable body 1
The inertial resistance of the hydraulic cylinders 4 and 5 is converted into an allocating force exerted on the building without waste, making it possible to damp the vibration of the building with good response and efficiency. Furthermore, by making the arm 2 longer, the rotation angle of the universal saw blade 3 becomes smaller, so that the frictional resistance can be further reduced.

なお、アーム2の本数は4本に限定されず、3本の平行
するアーム2で可動体1を吊り下げても同様の作用が得
られる。また、建造物の揺れの方向が一方向に限定され
る場合には、可動体1を吊り下げるアーム2の建造物へ
の取り付は間隔を広げることにより、アーム2が2本ず
つ平行になるようにするとともに、油圧シリンダ4と5
の一方のみを動揺方向に合わせて介装すれば良い、さら
に、アーム2のような剛性部材でなくワイヤーロープの
ようなフレキシブルな部材で可動体1を吊り下げること
も可能である。
Note that the number of arms 2 is not limited to four, and the same effect can be obtained even if the movable body 1 is suspended by three parallel arms 2. In addition, if the direction of the shaking of the building is limited to one direction, the arms 2 that suspend the movable body 1 may be attached to the building by increasing the distance between them so that two arms 2 are parallel to each other. and hydraulic cylinders 4 and 5.
It is only necessary to interpose only one of them in accordance with the direction of oscillation.Furthermore, it is also possible to suspend the movable body 1 using a flexible member such as a wire rope instead of a rigid member such as the arm 2.

また、この実施例では建造物の揺れの方向に応じて油圧
シリンダ4と5を駆動する、いわゆるアクティブ動イヤ
による制振を行っているが、油圧シリンダ4と5の代わ
りに油圧ダンパを使用し、建造物の揺れに伴って伸縮す
るこれらの油圧ダンパの減衰力で建造物の揺れを抑制す
る、いわゆるパッシブ動作にも本発明を適用することが
できる。
Furthermore, in this embodiment, vibration damping is performed using so-called active moving ears that drive hydraulic cylinders 4 and 5 according to the direction of the shaking of the building, but hydraulic dampers are used instead of hydraulic cylinders 4 and 5. The present invention can also be applied to so-called passive operation in which the shaking of a building is suppressed by the damping force of these hydraulic dampers that expand and contract as the building shakes.

(発明の効果) 以上のように、本発明は可動体を建造物から吊り下げる
とともに、この可動体を油圧シリンダまたは油圧ダンパ
によりユニバーサルジヨイントを介して建造物に支持し
たので、建造物の揺れに対しで、油圧シリンダや油圧ダ
ンパが可動体の慣性抵抗に基づく制振力を、効率的かつ
応答良く建造物に及ぼすことができ、優れた制振作用が
得られる。
(Effects of the Invention) As described above, the present invention suspends a movable body from a building and supports this movable body on the building via a universal joint using a hydraulic cylinder or a hydraulic damper, so that vibrations of the building can be avoided. On the other hand, a hydraulic cylinder or a hydraulic damper can efficiently and responsively apply a damping force based on the inertial resistance of a movable body to a building, resulting in an excellent damping effect.

また、複雑な機構を必要としないので、構造が単純で低
コストで実施でき、メンテナンスも容易である。
Further, since no complicated mechanism is required, the structure is simple, it can be implemented at low cost, and maintenance is easy.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第6図は本発明の実施例を示すもので、第1図
は制振装置の側面図、第2図は同じく平面図、第3図は
フレームと油圧シリンダを結合するユニバーサルジヨイ
ントの側面図、第4図は同じく背面図、第5図は可動体
と油圧シリンダを結合するユニバーサルジヨイントの側
面図、第6図は同じく平面図である。 また、第7図は従来例を示す制振装置の概略側面図であ
る。 1・・・可動体、2・・・アーム、3.6.7・・・ユ
ニバーサルジヨイント、4,5・・・油圧シリンダ。 第1図 :可動体 4.5=油圧シリンダ 8 :フレーム 特許出願人      カヤバエ業株式会社第2 図 第3 図 第7図 第4図
Figures 1 to 6 show embodiments of the present invention. Figure 1 is a side view of the vibration damping device, Figure 2 is a plan view, and Figure 3 is a universal joint connecting the frame and hydraulic cylinder. 4 is a rear view, FIG. 5 is a side view of the universal joint that connects the movable body and the hydraulic cylinder, and FIG. 6 is a plan view. Moreover, FIG. 7 is a schematic side view of a vibration damping device showing a conventional example. 1... Movable body, 2... Arm, 3.6.7... Universal joint, 4, 5... Hydraulic cylinder. Figure 1: Movable body 4.5 = Hydraulic cylinder 8: Frame patent applicant Kayabae Gyo Co., Ltd. Figure 2 Figure 3 Figure 7 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 所定の質量を備えた可動体を建造物に吊り下げるととも
に、この可動体を油圧シリンダまたは油圧ダンパにより
ユニバーサルショイントを介して建造物に支持したこと
を特徴とする建造物の制振装置。
A vibration damping device for a building, characterized in that a movable body having a predetermined mass is suspended from the building, and the movable body is supported by a hydraulic cylinder or a hydraulic damper on the building via a universal point.
JP2194189A 1989-01-31 1989-01-31 Damping device for building Pending JPH02204580A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2194189A JPH02204580A (en) 1989-01-31 1989-01-31 Damping device for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2194189A JPH02204580A (en) 1989-01-31 1989-01-31 Damping device for building

Publications (1)

Publication Number Publication Date
JPH02204580A true JPH02204580A (en) 1990-08-14

Family

ID=12069075

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2194189A Pending JPH02204580A (en) 1989-01-31 1989-01-31 Damping device for building

Country Status (1)

Country Link
JP (1) JPH02204580A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0227070A (en) * 1988-07-15 1990-01-29 Takenaka Komuten Co Ltd Vibration suppressing device for building

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0227070A (en) * 1988-07-15 1990-01-29 Takenaka Komuten Co Ltd Vibration suppressing device for building

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