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JPH0742809B2 - Out-of-plane deformation reduction device for flat damper - Google Patents
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JPH0742809B2 - Out-of-plane deformation reduction device for flat damper - Google Patents

Out-of-plane deformation reduction device for flat damper

Info

Publication number
JPH0742809B2
JPH0742809B2 JP3463590A JP3463590A JPH0742809B2 JP H0742809 B2 JPH0742809 B2 JP H0742809B2 JP 3463590 A JP3463590 A JP 3463590A JP 3463590 A JP3463590 A JP 3463590A JP H0742809 B2 JPH0742809 B2 JP H0742809B2
Authority
JP
Japan
Prior art keywords
deformation
damper
plane
flat
flat damper
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 - Lifetime
Application number
JP3463590A
Other languages
Japanese (ja)
Other versions
JPH03241177A (en
Inventor
直樹 田中
孝二 石井
敏之 福元
栄治 福沢
祥三 前田
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP3463590A priority Critical patent/JPH0742809B2/en
Publication of JPH03241177A publication Critical patent/JPH03241177A/en
Publication of JPH0742809B2 publication Critical patent/JPH0742809B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は面内方向に変形して構造物に入力される振動
エネルギーを吸収する平面ダンパーの面外方向の変形を
低減し、その性能の維持を図る、平面ダンパーの面外変
形低減装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention reduces the deformation in the out-of-plane direction of a flat damper that deforms in the in-plane direction and absorbs the vibration energy input to the structure, and The present invention relates to a device for reducing the out-of-plane deformation of a flat damper for maintaining the same.

(発明が解決しようとする課題) 地震時に構造物に蓄えられる振動エネルギーを、互いに
絶縁された構造体間に設置され、両者間の相対変位を利
用して吸収する弾塑性ダンパーの開発が近年盛んに行わ
れており、中でも第4図に示すように壁等の面材内に納
め易く、平面的に場所を取らない平面形のダンパーが特
に多用される傾向にある。
(Problems to be solved by the invention) In recent years, an elasto-plastic damper that is installed between structures insulated from each other and absorbs vibration energy stored in a structure during an earthquake by utilizing relative displacement between the two has been actively developed. In particular, as shown in FIG. 4, there is a tendency that a flat damper, which is easy to fit in a face material such as a wall and does not occupy a flat space, is often used.

この平面ダンパーはその形状から面内方向の相対変位に
対してのみ機能し、面外方向には塑性変形能力をあまり
持たないため、両端が構造体に固定状態に接続された場
合には、面外方向の外力作用時に第5図に示すように性
能上不都合な、強制的な変形を受けることになる。この
面外変形はダンパーが保有するエネルギー吸収能力を低
下させる可能性があるため接続部分にはこの強制変形を
回避する工夫が必要になる。
Due to its shape, this flat damper functions only for relative displacement in the in-plane direction and has little plastic deformation capacity in the out-of-plane direction, so if both ends are fixedly connected to the structure, When an external force is applied in the outward direction, it is subjected to a forced deformation, which is inconvenient in terms of performance, as shown in FIG. Since this out-of-plane deformation may reduce the energy absorption capacity of the damper, it is necessary to devise a method for avoiding this forced deformation at the connection part.

この発明はこうした平面ダンパーの取付時に直面する問
題に着目してなされたもので、その面外力による変形を
抑制する装置を新たに提案しようとするものである。
The present invention has been made in view of the problem faced when mounting such a flat damper, and proposes a new device for suppressing the deformation due to the out-of-plane force.

(課題を解決するための手段) 本発明では平面ダンパーの面外方向の外力作用時に、そ
の両端間の変位に従って変形方向に直交する方向にバネ
式に伸縮する、Z字状に折り畳まれた断面形状をした変
形吸収板を形成し、これに平面ダンパーが接続する、絶
縁された構造体間の相対変位に追従させてこれを吸収さ
せることにより平面ダンパーの面外変形量を低減する。
(Means for Solving the Problems) In the present invention, when an external force is applied to the planar damper in the out-of-plane direction, the cross section is folded in a Z-shape and expands and contracts in a spring direction in a direction orthogonal to the deformation direction according to the displacement between both ends thereof. By forming a deformation absorbing plate having a shape, and following the relative displacement between the insulated structures connected to the planar damper to absorb this, the amount of out-of-plane deformation of the planar damper is reduced.

変形吸収板は相対変位時に伸び変形をすることによって
変位量の多くを吸収し、平面ダンパーの面外変形は僅か
な弾性変形程度に抑えられる。
The deformation absorbing plate absorbs a large amount of the displacement by expanding and deforming at the time of relative displacement, and the out-of-plane deformation of the plane damper is suppressed to a slight elastic deformation.

変形吸収板の両側からはこれに連続して取付フランジが
突設され、この取付フランジにおいて平面ダンパーと構
造体とに接合される。
Mounting flanges are continuously projected from both sides of the deformation absorbing plate and are joined to the flat damper and the structure at the mounting flanges.

(実施例) 以下本発明を一実施例を示す図面に基づいて説明する。(Example) The present invention will be described below with reference to the drawings illustrating an example.

この発明の面外変形低減装置Aは第1図に示すように、
切り離された構造体S,S間に設置される平面ダンパーD
と構造体Sとに接続され、平面ダンパーDの面外方向の
外力作用時に構造体S,S間の相対変位を平面ダンパーD
に代わって吸収するものである。
As shown in FIG. 1, the out-of-plane deformation reducing device A of the present invention is
Planar damper D installed between the separated structures S and S
And the structural body S, and the relative displacement between the structural bodies S and S when the external force of the planar damper D acts on the planar damper D.
It absorbs instead of.

面外変形低減装置Aは図示するように平常時にZ字状に
折り畳まれた断面形状をし、平面ダンパーDに面外方向
力が作用した時にバネ式に伸び、弾性変形することによ
り構造体S,S間の相対変位を吸収する変形吸収板1と、
この変形吸収板1の両側に連続し、平面ダンパーDと構
造体Sに接合される取付フランジ2,2とから形成されて
いる。
As shown in the figure, the out-of-plane deformation reducing device A has a cross-sectional shape that is normally folded in a Z shape, and when the out-of-plane direction force acts on the planar damper D, it is elastically deformed by elastically deforming the structure S. , A deformation absorbing plate 1 for absorbing relative displacement between S and S,
The deformation absorbing plate 1 is formed of a flat damper D and mounting flanges 2, 2 joined to the structure S, which are continuous with each other on both sides.

第1図に示す実施例は面外変形低減装置Aを一体に形成
した場合であるが、これは第2図に示すようにアングル
等の形鋼とプレートを組合わせ、端部をボルト等の手段
で固定することによっても形成される。
The embodiment shown in FIG. 1 is a case in which the out-of-plane deformation reducing device A is integrally formed. In this embodiment, as shown in FIG. 2, a shaped steel such as an angle is combined with a plate, and the end portion is formed by a bolt or the like. It is also formed by fixing by means.

変形吸収板1は外力に追随して容易に弾性変形し、第3
図に示すように、相対変位時の、構造体S端部と平面ダ
ンパーD間の距離の増大に伴って取付フランジ2,2の突
設方向に伸びることによって相対変位を吸収するもので
あるが、この断面形状は図示する形状に限らず、取付フ
ランジ2,2の方向に弾性変形して伸縮するバネの構造を
していさえすればよい。
The deformation absorbing plate 1 easily elastically deforms following the external force,
As shown in the figure, at the time of relative displacement, the relative displacement is absorbed by extending in the projecting direction of the mounting flanges 2, 2 as the distance between the end of the structure S and the planar damper D increases. The cross-sectional shape is not limited to the shape shown in the figure, and may be any structure having a spring that elastically deforms and expands and contracts in the direction of the mounting flanges 2, 2.

この面外変形低減装置Aは第1図に示すように変形吸収
板1に変形を集中させるために、取付フランジ2,2にお
いて平面ダンパーDと構造体Sとに剛,またはこれに近
い状態にボルト3等により接合される。
As shown in FIG. 1, this out-of-plane deformation reducing device A is rigid or close to the flat damper D and the structure S at the mounting flanges 2 and 2 in order to concentrate the deformation on the deformation absorbing plate 1. It is joined by the bolt 3 or the like.

図示する実施例では一方の取付フランジ2の両面を平面
ダンパーD,Dで挟み込み、ボルト3により、また構造体
Sへはその端面に埋め込まれた金物4に他方の取付フラ
ンジ2を溶接により接合した場合を示している。
In the illustrated embodiment, one mounting flange 2 is sandwiched on both sides by flat dampers D, D, and the other mounting flange 2 is welded to the structure S by a metal 4 embedded in the end face of the structure S by welding. The case is shown.

また図面では、面外変形低減装置Aを壁等の鉛直部材の
構造体Sの中間に配置された平面ダンパーDに接続する
ことにより、すなわち軸を水平に向けて配置することに
より上下構造体S,S間の相対変位、立面的な相対変位に
対して機能させる実施例を示しているが、面外変形低減
装置Aは軸を鉛直に向けることにより平面的な相対変位
の吸収にも使用される。
Further, in the drawing, by connecting the out-of-plane deformation reducing device A to a plane damper D arranged in the middle of the structure S of a vertical member such as a wall, that is, by arranging the shaft horizontally, the upper and lower structures S are arranged. Although an embodiment is shown in which it functions for relative displacement between S and S, and relative displacement in elevation, the out-of-plane deformation reduction device A is also used for absorbing relative displacement in a plane by orienting the axis vertically. To be done.

(発明の効果) この発明は以上の通りであり、平面ダンパーの面外方向
の外力によって容易に弾性変形して伸縮することにより
その方向の相対変位を吸収するものであるため平面ダン
パーに大きな変形を生じさせることがなく、その負担を
軽減することができ、平面ダンパーが保有するエネルギ
ー吸収能力を低下させることなくこれを維持することが
できる。
(Advantages of the Invention) The present invention is as described above, and is capable of easily deforming elastically by an external force in the out-of-plane direction of the flat damper to expand and contract to absorb the relative displacement in that direction. It is possible to reduce the load of the flat damper and maintain it without lowering the energy absorption capacity of the flat damper.

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

第1図−I,IIは本発明の適用例を示したそれぞれ縦断面
図,立面図、第2図は本発明の他の製作例を示した側面
図、第3図は本装置の変形状態を示した縦断面図、第4
図は平面ダンパーの設置例を示した立面図,第5図はそ
の変形状態を示した縦断面図である。 A……面外変形低減装置、1……変形吸収板、2……取
付フランジ、D……平面ダンパー、S……構造体、3…
…ボルト、4……金物。
FIGS. 1-I and II are vertical sectional views and elevation views showing examples of application of the present invention, FIG. 2 is a side view showing another production example of the present invention, and FIG. 3 is a modification of the present apparatus. Fourth vertical cross-sectional view showing the state
FIG. 5 is an elevational view showing an installation example of a flat damper, and FIG. 5 is a vertical cross-sectional view showing a deformed state thereof. A ... Out-of-plane deformation reducing device, 1 ... Deformation absorbing plate, 2 ... Mounting flange, D ... Planar damper, S ... Structure, 3 ...
… Bolts, 4… Hardware.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 福沢 栄治 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 前田 祥三 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 ─────────────────────────────────────────────────── --- Continuation of the front page (72) Inventor Eiji Fukuzawa 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Shozo Maeda 1-2-7 Moto-Akasaka, Minato-ku, Tokyo No. Kashima Construction Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】面内方向に弾塑性変形して構造物の振動エ
ネルギーを吸収する平面ダンパーと構造体とに接続さ
れ、その面外方向の変形を低減する装置であり、平面ダ
ンパーの面外方向力作用時にその変位量に従って変形方
向に直交する方向にバネ式に伸長する、Z字状に折り畳
まれた断面形状をした変形吸収板と、この変形吸収板の
両側に連続し、平面ダンパーと構造体に接合される取付
フランジとからなる平面ダンパーの面外変形低減装置。
1. A device that is connected to a plane damper that absorbs the vibration energy of a structure by elastically plastically deforming in the in-plane direction and that reduces the deformation in the out-of-plane direction. A deformation absorbing plate having a Z-shaped cross-sectional shape, which expands in a spring type in a direction orthogonal to the deformation direction according to the amount of displacement when a directional force is applied, and a flat damper that is continuous on both sides of the deformation absorbing plate. An out-of-plane deformation reduction device for a flat damper consisting of a mounting flange joined to a structure.
JP3463590A 1990-02-15 1990-02-15 Out-of-plane deformation reduction device for flat damper Expired - Lifetime JPH0742809B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3463590A JPH0742809B2 (en) 1990-02-15 1990-02-15 Out-of-plane deformation reduction device for flat damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3463590A JPH0742809B2 (en) 1990-02-15 1990-02-15 Out-of-plane deformation reduction device for flat damper

Publications (2)

Publication Number Publication Date
JPH03241177A JPH03241177A (en) 1991-10-28
JPH0742809B2 true JPH0742809B2 (en) 1995-05-10

Family

ID=12419869

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3463590A Expired - Lifetime JPH0742809B2 (en) 1990-02-15 1990-02-15 Out-of-plane deformation reduction device for flat damper

Country Status (1)

Country Link
JP (1) JPH0742809B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007297854A (en) * 2006-05-01 2007-11-15 Toshiba Corp Building structure

Also Published As

Publication number Publication date
JPH03241177A (en) 1991-10-28

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