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JPH08218683A - Vortex excitation prevention device for high-rise buildings - Google Patents

Vortex excitation prevention device for high-rise buildings

Info

Publication number
JPH08218683A
JPH08218683A JP2648395A JP2648395A JPH08218683A JP H08218683 A JPH08218683 A JP H08218683A JP 2648395 A JP2648395 A JP 2648395A JP 2648395 A JP2648395 A JP 2648395A JP H08218683 A JPH08218683 A JP H08218683A
Authority
JP
Japan
Prior art keywords
horizontal
vortex
wind
height direction
excitation
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
JP2648395A
Other languages
Japanese (ja)
Inventor
尚二 ▲高▼橋
Shoji Takahashi
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi 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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP2648395A priority Critical patent/JPH08218683A/en
Publication of JPH08218683A publication Critical patent/JPH08218683A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】簡易な構造にて渦振動を防ぐことができる高層
建築物の渦励振防止装置を提供する。 【構成】高層建築物の各隅角部に配設する渦励振防止装
置であって、高さ方向の所定間隔ごとに前記隅角部から
水平方向に沿って外方に突出する水平フィンと、これら
各水平フィンの突出端辺に高さ方向に沿って接合する垂
直フィンとを備え、これら水平フィン及び垂直フィンが
風を通過させて整流する格子枠を高さ方向に連続して規
定することを特徴とする。
(57) [Abstract] [Purpose] To provide a device for preventing vortex excitation of a high-rise building that can prevent vortex vibration with a simple structure. A vortex-excitation preventing device arranged at each corner of a high-rise building, wherein horizontal fins projecting outward from the corner at a predetermined interval along the horizontal direction, Provided with vertical fins joined to the protruding end sides of each of these horizontal fins along the height direction, and continuously defining in the height direction a lattice frame through which the horizontal fins and the vertical fins allow wind to flow and straighten. Is characterized by.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は高層建築物の渦励振防止
装置に関し、詳細には、風がぶつかって風に対し直交す
る方向に生じる高層建築物の揺れを防止するための装置
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for preventing eddy excitation of a high-rise building, and more particularly to a device for preventing a high-rise building from shaking in a direction orthogonal to the wind.

【0002】[0002]

【従来の技術】風は高層建築物の前面にぶつかると、前
面の両隅角部から直角に曲げられて両側面に沿って後方
へと流れるが、隅角部における曲りが急なため、隅角部
から急激に剥離した風が側面に沿って前面に戻るように
巻く小さな渦となり、この渦が後方へ向かって次第に成
長する。この渦流の固有周期と建築物の固有周期とが一
致して共振現象を起こすことにより、高層建築物が風に
対し直交する方向に揺れる。
2. Description of the Related Art When a wind hits the front of a high-rise building, it bends at right angles from both corners of the front and flows backward along both sides. The wind that suddenly separates from the corner becomes a small vortex that winds along the side surface so as to return to the front surface, and this vortex gradually grows backward. When the natural period of this vortex and the natural period of the building coincide with each other to cause a resonance phenomenon, the high-rise building swings in a direction orthogonal to the wind.

【0003】この渦励振に対しては、従来、建築物の揺
れとは逆方向に付加質量を移動させて制振するTMD
(Tuned Mass Dumper)やAMD(Active Mass Dumpe
r)等により対処していたが、これらは、既に生じた揺
れを低減するものであり、抜本的な渦励振対策とはなら
ず、コストも高いという問題があった。
In response to this vortex excitation, TMD has been conventionally used to suppress the vibration by moving the additional mass in the direction opposite to the shaking of the building.
(Tuned Mass Dumper) and AMD (Active Mass Dumpe)
Although this was dealt with by (r), etc., these were to reduce the shaking that had already occurred, and there was a problem that it was not a drastic countermeasure against eddy excitation and the cost was high.

【0004】また、渦励振を誘発するような渦流の発生
を阻止するため、風のエネルギーを吸収させる部材や風
の流れを乱す部材を高層建築物の各隅角部に設置して必
要時に駆動できるようにした装置も提案されている。
Further, in order to prevent the generation of eddy currents that induce vortex excitation, members for absorbing wind energy and members for disturbing the flow of wind are installed at each corner of a high-rise building and driven when necessary. A device capable of doing so has also been proposed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、これら
の装置では、駆動源や駆動伝達部材を要する等、構造が
複雑なため、例えば、取付けが面倒であったり、メンテ
ナンスが必要であったり、また、コストも高くなる等の
問題がある。
However, these devices have a complicated structure such as a drive source and a drive transmission member, and therefore, for example, they are troublesome to install, require maintenance, and There are problems such as high cost.

【0006】本発明は、以上の点に鑑みてなされたもの
であり、その目的は、簡易な構造にて高層建築物の渦励
振を防ぐことができる高層建築物の渦励振防止装置を提
供することにある。
The present invention has been made in view of the above points, and an object thereof is to provide a device for preventing vortex excitation of a high-rise building which can prevent vortex excitation of a high-rise building with a simple structure. Especially.

【0007】[0007]

【課題を解決するための手段】本発明に係る渦励振防止
装置は、高層建築物の各隅角部に配設するものであり、
上記目的を達成する手段として、高さ方向の所定間隔ご
とに前記隅角部から水平方向に沿って外方に突出する水
平風切り板と、これら各水平風切り板の突出端辺に高さ
方向に沿って接合する垂直風切り板とを備える。
An eddy vibration prevention apparatus according to the present invention is arranged at each corner of a high-rise building,
As means for achieving the above-mentioned object, horizontal wind-blading plates that project outward from the corners along the horizontal direction at predetermined intervals in the height direction, and in the height direction on the protruding end sides of each of these horizontal wind-blading plates. And a vertical windbreak plate joined along the same.

【0008】ここで、所定間隔ごととして各フロアごと
とすれば、取付けが容易となり望ましいが、これに限ら
ず例えば複数フロアごととしてもよい。
[0008] Here, it is desirable that each floor is set at a predetermined interval because it is easy to install, but the present invention is not limited to this, and it may be set for each floor, for example.

【0009】また、水平風切り板及び垂直風切り板は、
断面が流線形となり、ある程度の拡がりを表裏に有する
板部材であり、その材質として、グラスファイバー,ア
ルミ,鉄,チタン等の鋼性の板等を挙げることができ
る。
Further, the horizontal wind plate and the vertical wind plate are
It is a plate member having a streamlined cross section and a certain amount of expansion on the front and back sides, and examples of its material include steel plates such as glass fiber, aluminum, iron, and titanium.

【0010】更に、突出端辺とは水平風切り板の外方へ
突出する側端の辺部を規定する断面である。
Further, the projecting end side is a cross section defining the side part of the side end projecting outward of the horizontal wind plate.

【0011】本発明では、前記水平風切り板及び前記垂
直風切り板が風を通過させる格子枠を高さ方向に連続し
て規定する。
In the present invention, a grid frame through which the horizontal wind plate and the vertical wind plate pass wind is defined continuously in the height direction.

【0012】即ち、格子枠は上下に来る水平風切り板と
こられの各突出端辺に接合された垂直風切り板とにより
コの字形となる通風開口である。
That is, the lattice frame is a ventilation opening having a U-shape formed by the horizontal wind-venting plates which are arranged at the top and bottom and the vertical wind-venting plates joined to the respective projecting edges.

【0013】また、高さ方向に連続してとは、高さ方向
の全域に及ぶ趣旨ではない。
Further, "continuously in the height direction" does not mean that the entire area in the height direction is covered.

【0014】[0014]

【作用】本発明では、高層建築物の前面にぶつかった風
が前面の両隅角部から曲げられる際、水平風切り板と垂
直風切り板とからなる格子枠内を通過することにより、
隅角部から急激には剥離せず整流される。
In the present invention, when the wind hitting the front surface of a high-rise building is bent from both corners of the front surface, it passes through the lattice frame composed of the horizontal wind plate and the vertical wind plate,
It is rectified without peeling off sharply from the corners.

【0015】[0015]

【実施例】以下、本発明に係る高層建築物の渦励振防止
装置の実施例を添付図面に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of an eddy vibration prevention apparatus for high-rise buildings according to the present invention will be described below with reference to the accompanying drawings.

【0016】図1は、渦励振防止装置10が配設された
高層建築物1の正面図であり、建築物1の平面図を図2
にて、図1の破線で囲んだ個所の拡大斜視図を図3にて
それぞれ示す。
FIG. 1 is a front view of a high-rise building 1 provided with an eddy vibration prevention device 10, and a plan view of the building 1 is shown in FIG.
3 is an enlarged perspective view of a portion surrounded by a broken line in FIG.

【0017】渦励振防止装置10は、建築物1の四つの
隅角部5にそれぞれ配設され、断面が流線形とされた水
平風切り板としての水平フィン11と、このフィン11
と同様に流線形断面の垂直風切り板としての垂直フィン
12とからなる。
The vortex-excitation preventing device 10 is provided in each of the four corners 5 of the building 1, and has horizontal fins 11 as horizontal wind-breaking plates having a streamlined cross section, and the fins 11.
In the same manner as above, the vertical fins 12 function as vertical drafting plates having a streamline cross section.

【0018】水平フィン11は、高さ方向1フロアごと
に建築物1の隅角部5から水平方向に沿って断面対角線
上(図2参照)の外方へと突設される。一方、垂直フィ
ン12は各水平フィン11の突出端辺11’(図3参
照)に高さ方向に沿ってネジ等により接合される。な
お、垂直フィン12の分割は1フロアごとでも複数フロ
アごとでもよい。よって、水平フィン11及び垂直フィ
ン12は風を内部に通過させるコの字形の格子枠を高さ
方向に連続して規定する。なお、地上付近のフロアは格
子枠(11,12)の配置を要しない。また、隅角部5
に対する水平フィン11の固設は例えば接着やボルト締
め等により、鉄骨造であれば柱と一体に施工し得る。
The horizontal fins 11 project from the corner portion 5 of the building 1 along the horizontal direction for each floor in the height direction to the outside on the diagonal line of the cross section (see FIG. 2). On the other hand, the vertical fins 12 are joined to the protruding end sides 11 ′ (see FIG. 3) of each horizontal fin 11 along the height direction with screws or the like. The vertical fins 12 may be divided for each floor or for each plurality of floors. Therefore, the horizontal fins 11 and the vertical fins 12 continuously define a U-shaped lattice frame through which the wind passes inside in the height direction. It should be noted that the floor near the ground does not require the grid frames (11, 12). Also, the corner portion 5
The horizontal fins 11 can be fixedly attached to the pillars by, for example, bonding or bolting, if they are made of steel, and can be integrated with the columns.

【0019】以上のように構成された渦励振防止装置1
0では、高層建築物1の前面2にぶつかった風が、図2
の矢印にて示すように、両隅角部5から曲げられる際、
格子枠(11,12)内を通過することにより、隅角部
5から急激に剥離するこなく整流されるため、側面3,
4から後方へ向かって比較的円滑に流れる。よって、渦
励振を誘発するような渦は発生しない。
Vortex excitation prevention device 1 constructed as described above
At 0, the wind hitting the front surface 2 of the high-rise building 1
When bent from both corners 5, as indicated by the arrow
By passing through the inside of the lattice frame (11, 12), it is rectified without being rapidly separated from the corner portion 5, so that the side surface 3,
It flows relatively smoothly from 4 to the rear. Therefore, a vortex that induces vortex excitation does not occur.

【0020】また、渦励振防止装置10の隅角部5にお
ける設置態様は、以上の断面対角線上(図2参照)には
限られず、図4の正面図にて示すように、建築物1の各
側面に沿って突出し各隅角部5に二つづつ延在するよう
配設してもよい。
Further, the manner of installation of the eddy excitation prevention device 10 in the corner portion 5 is not limited to the above diagonal line of the cross section (see FIG. 2), but as shown in the front view of FIG. You may arrange | position so that it may protrude along each side surface, and two may be extended in each corner part 5.

【0021】[0021]

【発明の効果】以上に述べたように、本発明では、高層
建築物の各隅角部の高さ方向に連続するよう水平風切り
板と垂直風切り板とで規定した格子枠内に風を通過させ
て整流することにより、剥離流及び渦流の発生を抑止し
て、高層建築物の渦励振を有効に防止することができ
る。
As described above, according to the present invention, wind is passed through the lattice frame defined by the horizontal wind plate and the vertical wind plate so as to be continuous in the height direction of each corner of the high-rise building. By performing the rectification, the generation of the separated flow and the vortex can be suppressed, and the vortex excitation of the high-rise building can be effectively prevented.

【0022】また、駆動源や駆動伝達部材を要しない
等、構造が簡易であるため、建築物の建築と並行して取
り付けることができ、この場合、建築中にある建築物の
揺れをも防ぐことができる。
Further, since the structure is simple, such as a drive source and a drive transmission member are not required, it can be installed in parallel with the construction of the building, and in this case, the shaking of the building under construction is also prevented. be able to.

【0023】更に、メンテナンスも必要なく、低コスト
である等の諸効果を奏する。
Furthermore, maintenance is not required, and various effects such as low cost can be obtained.

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

【図1】本発明に係る渦励振防止装置が配設された高層
建築物の正面図である。
FIG. 1 is a front view of a high-rise building provided with an eddy vibration prevention device according to the present invention.

【図2】高層建築物の平面図である。FIG. 2 is a plan view of a high-rise building.

【図3】図1において破線で囲んだ個所の拡大斜視図で
ある。
FIG. 3 is an enlarged perspective view of a portion surrounded by a broken line in FIG.

【図4】渦励振防止装置の設置態様の他の例を示す平面
図である。
FIG. 4 is a plan view showing another example of the installation mode of the vortex excitation prevention device.

【符号の説明】[Explanation of symbols]

1 高層建築物 5 隅角部 10 渦励振防止装置 11 水平フィン 11’ 突出端辺 12 垂直フィン (11,12) 格子枠 DESCRIPTION OF SYMBOLS 1 High-rise building 5 Corner part 10 Vortex excitation prevention device 11 Horizontal fin 11 'Protruding edge 12 Vertical fin (11, 12) Lattice frame

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 高層建築物の各隅角部に配設する渦励振
防止装置であって、高さ方向の所定間隔ごとに前記隅角
部から水平方向に沿って外方に突出する水平風切り板
と、これら各水平風切り板の突出端辺に高さ方向に沿っ
て接合する垂直風切り板とを備え、これら水平風切り板
及び垂直風切り板が風を通過させる格子枠を高さ方向に
連続して規定することを特徴とする高層建築物の渦励振
防止装置。
1. A vortex-excitation preventive device arranged at each corner of a high-rise building, wherein the horizontal wind blower projects outwardly along the horizontal direction from the corner at predetermined intervals in the height direction. A plate and a vertical wind plate that is joined to the protruding end sides of each of the horizontal wind plate along the height direction, and these horizontal wind plate and vertical wind plate continuously connect in the height direction a grid frame through which wind passes. Vortex excitation prevention device for high-rise buildings characterized by:
JP2648395A 1995-02-15 1995-02-15 Vortex excitation prevention device for high-rise buildings Pending JPH08218683A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2648395A JPH08218683A (en) 1995-02-15 1995-02-15 Vortex excitation prevention device for high-rise buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2648395A JPH08218683A (en) 1995-02-15 1995-02-15 Vortex excitation prevention device for high-rise buildings

Publications (1)

Publication Number Publication Date
JPH08218683A true JPH08218683A (en) 1996-08-27

Family

ID=12194752

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2648395A Pending JPH08218683A (en) 1995-02-15 1995-02-15 Vortex excitation prevention device for high-rise buildings

Country Status (1)

Country Link
JP (1) JPH08218683A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7487618B2 (en) 2004-04-05 2009-02-10 Renscience Ip Holdings Inc. Aerodynamic roof edge guard
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
JP2020007844A (en) * 2018-07-11 2020-01-16 清水建設株式会社 building

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7487618B2 (en) 2004-04-05 2009-02-10 Renscience Ip Holdings Inc. Aerodynamic roof edge guard
US7827740B2 (en) 2004-04-05 2010-11-09 Renscience Ip Holdings Inc. Aerodynamic roof edge guard
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
JP2020007844A (en) * 2018-07-11 2020-01-16 清水建設株式会社 building

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