JPH06307122A - Damping device of multi-story building - Google Patents

Damping device of multi-story building

Info

Publication number
JPH06307122A
JPH06307122A JP9791493A JP9791493A JPH06307122A JP H06307122 A JPH06307122 A JP H06307122A JP 9791493 A JP9791493 A JP 9791493A JP 9791493 A JP9791493 A JP 9791493A JP H06307122 A JPH06307122 A JP H06307122A
Authority
JP
Japan
Prior art keywords
building
wing body
computer
axis
shaking
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
JP9791493A
Other languages
Japanese (ja)
Inventor
Masatake Yomo
正武 四方
Mitsuharu Hirasawa
光春 平澤
Masanao Nakayama
昌尚 中山
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP9791493A priority Critical patent/JPH06307122A/en
Publication of JPH06307122A publication Critical patent/JPH06307122A/en
Pending legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE:To obtain the damping effect with a little mass, by controlling a variably leaning drive of an impeller installed at the outside of a building by a computer in accordance with the swing of building which an deceleration sensor equipped at the top of the building has detected. CONSTITUTION:In a strong wind condition, the magnitude of swing of both X-axis and Y-axis of a building A is detected by an acceleratuon sensor equipped on a plane at the top of the building A. The detected signals are input in the computer. Next, control signals are transmitted to each hydraulic cylinder 2 of a variably leaning drive P of an impeller body 1 by the computer. And the rods 3 of respective cylinders 2 is controlled to extend or contract and the angle is controlled in accordance with the displacement of building A at every impeller body 1 and the displacement of the building A is restricted.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は建築物、工作物を含む高
層建物の制振装置に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device for high-rise buildings including buildings and works.

【0002】[0002]

【従来の技術】従来、高層建物の風や地震による横揺れ
を抑制したり、防止するために、建物周期に見合った質
量の重錘を、建物の揺れる方向と反対に同期させる形に
動かして揺れを防ぐマスダンパー方式の制振装置が汎用
されている。また建物上部の4つの外壁面に数段に亘っ
てフィンを設け、同フィンを横方向に全面に亘って突設
した鍔片の間に縦軸を中心に回転自在に取り付けた制振
装置が特開平4−29767号公報に開示されている。
2. Description of the Related Art Conventionally, in order to suppress or prevent rolling of a high-rise building due to wind or an earthquake, a weight having a mass corresponding to a building cycle is moved in a form in which the weight is synchronized in the opposite direction to the shaking direction of the building. Mass damper type vibration control devices that prevent shaking are widely used. In addition, there is a vibration damping device in which fins are provided on the four outer wall surfaces of the upper part of the building in several steps, and the fins are rotatably attached about the vertical axis between the flange pieces protruding laterally over the entire surface. It is disclosed in Japanese Patent Laid-Open No. 4-29767.

【0003】[0003]

【発明が解決しようとする課題】前記マスダンパー方式
の制振装置は、大きな質量を建物頂部に取付け、主とし
て風による揺れを防止しようとするものであるが、大き
な質量を建物頂部に取付けるため、地震時にはその重量
によって大きな加速度を受け逆効果となる面もあった。
The mass damper type vibration damping device is intended to attach a large mass to the top of a building and mainly to prevent swaying due to wind, but to attach a large mass to the top of the building, At the time of an earthquake, the weight of the earthquake caused a large acceleration, which had the opposite effect.

【0004】また後者の制振装置は建物の各面にフィン
が一様に取付けられた静的構造で、大きな質量を要し、
フィンによる大きな風圧の制御力を得るには複雑な機構
を要し、コストが嵩むという問題点があった。本発明は
前記従来技術の有する問題点に鑑みて提案されたもの
で、その目的とする処は、大きな質量を要することもな
ければ、大動力を要することもなく、しかも大きな制振
効果が得られる高層建物の制振装置を提供する点にあ
る。
The latter damping device is a static structure in which fins are uniformly attached to each surface of the building, and it requires a large mass.
There is a problem that a complicated mechanism is required to obtain a large wind pressure control force by the fins, resulting in an increase in cost. The present invention has been proposed in view of the above problems of the prior art, and the object of the present invention is to obtain a large damping effect without requiring a large mass, a large amount of power, or the like. The point is to provide a vibration control device for high-rise buildings.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る高層建物の制振装置は、建物の外面に
突設された翼体及び同翼体の傾角可変用加力装置、建物
の頂部平面上に設置され、前記建物のX軸及びY軸の揺
れを感知する加速度センサー、前記加速度センサーが検
知した前記建物の揺れを入力して、前記翼体の傾角可変
用加力装置を制御するコンピュータより構成されてい
る。
In order to achieve the above-mentioned object, a vibration control system for a high-rise building according to the present invention comprises a wing body projecting from the outer surface of the building and a force applying device for varying the inclination angle of the wing body. An acceleration sensor that is installed on the top plane of the building and that detects the shaking of the X-axis and the Y-axis of the building, and inputs the shaking of the building that is detected by the acceleration sensor to apply a force for varying the tilt angle of the wing body. It consists of a computer that controls the device.

【0006】請求項2の発明は前記翼体は凸レンズ状断
面図で、建物の1階に相当する長さを1ユニットとし、
適宜数のユニットを連設して構成されている。
According to a second aspect of the present invention, the wing body is a convex lens-shaped cross-sectional view, and the length corresponding to the first floor of the building is one unit,
It is configured by connecting an appropriate number of units in series.

【0007】[0007]

【作用】高層建物に強風が吹き付けると、建物は風力に
よって揺れが発生し、この揺れは建物が高層になるほど
顕著になる。本発明はこの揺れに対して、建物外面に突
設された翼体の傾角を可変させて揺れを制御しようとす
るものである。
[Operation] When a strong wind blows on a high-rise building, the building is swayed by the wind force, and the swaying becomes more remarkable as the building becomes higher. The present invention intends to control the shaking by varying the inclination angle of the wing body projecting on the outer surface of the building against the shaking.

【0008】前記翼体は航空機の翼の原理を応用して翼
体の傾きを変えて、揚力を発生させるものである。即ち
図7に示す翼のように、翼の長軸に平行な風向きの場
合、aの翼の場合は翼に対して空気の流れは一様流とな
り、抵抗がない。bの翼の場合には空気の流れに抵抗力
が発生し、翼の上面では圧力が大気圧よりは低く、逆に
翼の下面では高くなる。従って翼はこの圧力差によって
矢印に示すように下から上の方向に力を受けることとな
り、揚力が発生する。cでは逆に矢印に示すように下向
きの力を受けることとなる。
The wing body changes the inclination of the wing body by applying the principle of the wing of an aircraft to generate lift. That is, as in the blade shown in FIG. 7, in the case of the wind direction parallel to the long axis of the blade, in the case of the blade of a, the air flow becomes uniform with respect to the blade and there is no resistance. In the case of the blade of b, a resistance force is generated in the air flow, and the pressure is lower than the atmospheric pressure on the upper surface of the blade and is higher on the lower surface of the blade. Therefore, the blade receives a force from the bottom to the top as shown by the arrow due to this pressure difference, and lift is generated. Conversely, in c, the downward force is received as indicated by the arrow.

【0009】本発明の装置は前記した航空機の翼体の原
理と同一の原理を応用して、建物の外面に突出された翼
体を、同翼体の傾角可変用加力装置によって傾角を調整
し振動を制御しようとするものである。即ち建物頂部の
平面上に設置された、建物のX軸とY軸の揺れを感知す
る加速度計センサーによって、建物の揺れの大きさと風
の方向とを感知してこれらの感知信号をコンピュータに
入力し、同コンピュータによって前記翼体の傾角可変用
加力装置を制御し、建物が揺れを感じた時には、翼体を
揺れの方向に即応して傾角を変化せしめ、翼体の傾角を
揺れと反対方向に作用せしめて、建物の揺れを減衰する
ものである。
The device of the present invention applies the same principle as that of the wing body of the aircraft described above, and adjusts the tilt angle of the wing body projecting to the outer surface of the building by the force adjusting device for varying the tilt angle of the wing body. It is intended to control vibration. That is, by using an accelerometer sensor installed on the plane of the top of the building to detect the shaking of the X-axis and the Y-axis of the building, the magnitude of the shaking of the building and the direction of the wind are sensed and these sensing signals are input to the computer. However, the computer controls the tilting force adjusting device for the wing body, and when the building feels a sway, the wing body changes its tilt angle in response to the direction of the sway, and the wing body tilt angle is opposite to the swaying motion. It acts in the direction to reduce the shaking of the building.

【0010】請求項2の発明は、建物1階に相当する長
さを1ユニットとした凸レンズ状断面の翼体を連設する
ことによって、建物にあたる風力に応じて翼体の角度を
制御して、圧力差を調整して揺れの振幅に対応した制御
を行なうものである。
According to a second aspect of the present invention, the blades having a convex lens-shaped cross section, each of which has a length corresponding to the first floor of the building as one unit, are connected in series, and the angle of the blades is controlled according to the wind force hitting the building. The pressure difference is adjusted to perform control corresponding to the swing amplitude.

【0011】[0011]

【実施例】以下本発明を図示の実施例について説明す
る。Aは高層建物でその上部外面に図2に示す如くその
4隅に、あるいは図3に示す如く3点に夫々凸レンズ状
断面形の垂直翼体1が壁面より浮かせた形に取付けら
れ、同垂直翼体1の角度を水平方向に回転変化させる翼
体の傾角可変用加力装置が組込まれている。
The present invention will be described below with reference to the illustrated embodiments. A is a high-rise building. On the outer surface of the upper part of the building, vertical wing bodies 1 each having a convex lens-shaped cross section are mounted on the outer surface of the building at four corners as shown in FIG. 2 or at three points as shown in FIG. A force applying device for varying the inclination angle of the blade body is incorporated which changes the angle of the blade body 1 in the horizontal direction.

【0012】同翼体の傾角可変用加力装置Pは図2及び
図3に示す如く、基端が建物Aに固定された一双の油圧
シリンダ2のロッド3の先端を翼体1を枢支して構成さ
れ、同各油圧シリンダ2がコンピュータ4に接続されて
いる。前記建物Aの頂部の平面上には建物AのX軸とY
軸の揺れを感知する加速度センサーmが前記油圧シリン
ダ2の制御用のコンピューター4に接続され、同コンピ
ューター4は前記翼体の傾角可変用加力装置Pに接続さ
れている。
As shown in FIGS. 2 and 3, the tilting angle varying force device P of the wing body pivotally supports the wing body 1 at the tip of a rod 3 of a pair of hydraulic cylinders 2 whose base ends are fixed to the building A. Each of the hydraulic cylinders 2 is connected to a computer 4. The X-axis of the building A and the Y
An acceleration sensor m for detecting the swing of the shaft is connected to a computer 4 for controlling the hydraulic cylinder 2, and the computer 4 is connected to a force applying device P for varying the tilt angle of the wing body.

【0013】図示の実施例は前記したように構成されて
いるので、強風時に前記加速度計センサーmによって建
物AのX軸とY軸の揺れの大きさを検知するとともに、
検知信号をコンピュータ4に入力し、同コンピュータ4
によって前記翼体の傾角可変用加力装置Pの各油圧シリ
ンダ2に検知信号を送り、同各油圧シリンダ2のロッド
3を伸縮制御して、各翼体1毎に建物Aの変位に対応し
て角度を制御し、建物Aの変位に即応して翼体1の角度
をアクティブに変化させ、各翼体1毎に建物の変位に対
応して制御する。
Since the illustrated embodiment is constructed as described above, the accelerometer sensor m detects the magnitude of the shaking of the X-axis and the Y-axis of the building A at the time of strong wind, and
The detection signal is input to the computer 4, and the computer 4
A detection signal is sent to each hydraulic cylinder 2 of the force applying device P for varying the inclination angle of the wing body to control the expansion and contraction of the rod 3 of each hydraulic cylinder 2 to respond to the displacement of the building A for each wing body 1. The angle of the wing body 1 is actively changed in response to the displacement of the building A, and the angle of each wing body 1 is controlled corresponding to the displacement of the building.

【0014】なお前記翼体1は、1階に相当する長さを
1ユニットとし、適宜のユニットを連設することによっ
て、建物にあたる風力に応じて翼体の角度を制御して圧
力差を調整し、建物の揺れの振幅に対抗して制御するも
のである。
The wing body 1 has a length corresponding to the first floor as one unit, and by arranging appropriate units in series, the angle of the wing body is controlled according to the wind force hitting the building to adjust the pressure difference. However, it controls against the amplitude of the shaking of the building.

【0015】[0015]

【発明の効果】本発明に係る高層建物の制振装置は前記
したように、建物の外面に翼体及び同翼体の傾角可変用
加力装置を設置し、建物の頂部には建物のX軸及びY軸
の揺れを感知する加速度センサーを配設し、これらによ
る建物のX,Y軸方向の揺れの検知信号を入力するコン
ピュータにより、前記加力装置を制御することによっ
て、前記翼体の角度を風圧力による建物の変位に対応し
てアクティブに変化させ、建物変形を抑える方向の力を
発生させるようにしたことによって、マスダンパー方式
の如き大きな質量を用いないで建物制振ができる。
As described above, the vibration control system for a high-rise building according to the present invention is provided with a wing body and a force adjusting device for varying the inclination angle of the wing body on the outer surface of the building. An acceleration sensor for detecting shaking of the axis and the Y-axis is arranged, and a computer for inputting a detection signal of shaking of the building in the X- and Y-axis directions by the acceleration sensor is controlled by the computer to control the force applying device. By actively changing the angle in response to the displacement of the building due to wind pressure and generating a force in a direction to suppress the deformation of the building, it is possible to suppress the building without using a large mass like the mass damper method.

【0016】また風圧の大きさに比例して揺れも大きく
なるが、前記翼体による制御力も大きくなり、合理的な
制振効果が得られる。また制振用のエネルギーとして
は、前記翼体の方向を変えるだけでよいので、小動力で
済み、前記マスダンパーの場合のようにマスダンパーを
動かすための大動力が不要となる。
Further, although the sway increases in proportion to the magnitude of the wind pressure, the control force exerted by the blade body also increases, and a rational damping effect can be obtained. Further, as the energy for damping, it is sufficient to change the direction of the wing body, so a small amount of power is sufficient, and a large amount of power for moving the mass damper as in the case of the mass damper is unnecessary.

【0017】また本発明によれば風気流に対する反応が
大きい翼体を使用したので、確実な制振効果が得られ
る。請求項2の発明は前記翼体を風気流に対する反応が
大きい凸レンズ状断面に形成し、建物の1階に相当する
長さを1ユニットとし、適宜数のユニットを連設したこ
とによって、構成を簡略化し、ユニット毎に建物の変位
に対応する制御を行なうことができることによって、効
率のよい制振効果が挙げられる。
Further, according to the present invention, since the blade body having a large reaction to the air flow is used, a reliable vibration damping effect can be obtained. According to the invention of claim 2, the wing body is formed in a convex lens-shaped cross section having a large reaction to the wind flow, the length corresponding to the first floor of the building is set as one unit, and an appropriate number of units are connected in series, whereby the structure is formed. By simplifying and performing control corresponding to the displacement of the building for each unit, an efficient vibration damping effect can be mentioned.

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

【図1】本発明に係る制振装置を備えた高層建物の一実
施例を示す立面図である。
FIG. 1 is an elevational view showing an embodiment of a high-rise building equipped with a vibration damping device according to the present invention.

【図2】本発明の制振装置の斜視図である。FIG. 2 is a perspective view of a vibration damping device of the present invention.

【図3】本発明の制振装置の側面図である。FIG. 3 is a side view of the vibration damping device of the present invention.

【図4】本発明の制振装置を具えた建物の一実施例を示
す平面図である。
FIG. 4 is a plan view showing an embodiment of a building equipped with the vibration damping device of the present invention.

【図5】本発明の制振装置を具えた建物の他の実施例を
示す平面図である。
FIG. 5 is a plan view showing another embodiment of a building including the vibration damping device of the present invention.

【図6】制御装置の説明図である。FIG. 6 is an explanatory diagram of a control device.

【図7】翼体の作用説明図である。FIG. 7 is an explanatory view of the action of the wing body.

【符号の説明】[Explanation of symbols]

A 建物 P 翼体の傾角可変用加力装置 m 加速度計 1 翼体 2 油圧シリンダ 3 ロッド 4 コンピュータ A Building P Force device for varying the tilt angle of the wing body m Accelerometer 1 Wing body 2 Hydraulic cylinder 3 Rod 4 Computer

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建物の外面に突設された翼体及び同翼体
の傾角可変用加力装置、建物の頂部平面上に設置され、
前記建物のX軸及びY軸の揺れを感知する加速度センサ
ー、前記加速度センサーが検知した前記建物の揺れを入
力して、前記翼体の傾角可変用加力装置を制御するコン
ピュータよりなることを特徴とする高層建物の制振装
置。
1. A wing body projectingly provided on an outer surface of a building and a force applying device for varying an inclination angle of the wing body, the wing body being installed on a top plane of a building,
An acceleration sensor for detecting shaking of the building along the X-axis and the Y-axis, and a computer for inputting the shaking of the building detected by the acceleration sensor to control the force applying device for varying the tilt angle of the wing body. Vibration control device for high-rise buildings.
【請求項2】 前記翼体は凸レンズ状断面図で、建物の
1階に相当する長さを1ユニットとし、適宜数のユニッ
トを連設した請求項1記載の高層建物の制振装置。
2. The vibration control device for a high-rise building according to claim 1, wherein the wing body is a convex lens-shaped cross-sectional view, and the length corresponding to the first floor of the building is one unit, and an appropriate number of units are connected in series.
JP9791493A 1993-04-23 1993-04-23 Damping device of multi-story building Pending JPH06307122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9791493A JPH06307122A (en) 1993-04-23 1993-04-23 Damping device of multi-story building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9791493A JPH06307122A (en) 1993-04-23 1993-04-23 Damping device of multi-story building

Publications (1)

Publication Number Publication Date
JPH06307122A true JPH06307122A (en) 1994-11-01

Family

ID=14204982

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9791493A Pending JPH06307122A (en) 1993-04-23 1993-04-23 Damping device of multi-story building

Country Status (1)

Country Link
JP (1) JPH06307122A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5592791A (en) * 1995-05-24 1997-01-14 Radix Sytems, Inc. Active controller for the attenuation of mechanical vibrations
US7823335B2 (en) 2004-12-15 2010-11-02 Renscience Ip Holdings Inc. Wall edge vortex suppressor
US7836642B2 (en) 2004-07-26 2010-11-23 Renscience Ip Holdings Inc. Roof edge windscreen
US7866095B2 (en) 2004-09-27 2011-01-11 Renscience Ip Holdings Inc. Roof edge vortex suppressor
CN109898678A (en) * 2019-04-16 2019-06-18 同济大学建筑设计研究院(集团)有限公司 Fabric structure and wing plate component

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5592791A (en) * 1995-05-24 1997-01-14 Radix Sytems, Inc. Active controller for the attenuation of mechanical vibrations
US7836642B2 (en) 2004-07-26 2010-11-23 Renscience Ip Holdings Inc. Roof edge windscreen
US7866095B2 (en) 2004-09-27 2011-01-11 Renscience Ip Holdings Inc. Roof edge vortex suppressor
US8161692B2 (en) 2004-09-27 2012-04-24 Renscience Ip Holdings, Inc. Roof edge vortex suppressor
US7823335B2 (en) 2004-12-15 2010-11-02 Renscience Ip Holdings Inc. Wall edge vortex suppressor
US7966773B2 (en) 2004-12-15 2011-06-28 Renscience Ip Holdings Inc. Wall edge vortex suppressor
CN109898678A (en) * 2019-04-16 2019-06-18 同济大学建筑设计研究院(集团)有限公司 Fabric structure and wing plate component

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