JPH0972002A - Brace-supporting device for structure - Google Patents

Brace-supporting device for structure

Info

Publication number
JPH0972002A
JPH0972002A JP23041895A JP23041895A JPH0972002A JP H0972002 A JPH0972002 A JP H0972002A JP 23041895 A JP23041895 A JP 23041895A JP 23041895 A JP23041895 A JP 23041895A JP H0972002 A JPH0972002 A JP H0972002A
Authority
JP
Japan
Prior art keywords
brace
force
brace material
divided
subjected
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
JP23041895A
Other languages
Japanese (ja)
Inventor
Masatoshi Fujinawa
正俊 藤縄
Katsuyoshi Itagaki
勝善 板垣
Sanae Fukumoto
早苗 福本
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
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP23041895A priority Critical patent/JPH0972002A/en
Publication of JPH0972002A publication Critical patent/JPH0972002A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent the easier occurrence of plastic deformation due to buckling when a brace material is subjected to compressing force with the horizontal force of vibration such as earthquake than subjected to tensile strength and prevent the lowering of proof stress and energy absorbing ability when buckling deformation occurs. SOLUTION: A brace-supporting structure is such that a brace material subjected to horizontal force such as earthquake force is divided and a joint is laid therein. The mutually opposite divided ends of rigid rods 22a, 22b constituting braces 22 are inserted into a ring 20 as the joint so that it can be escaped to the center of the ring 20 when the brace materials is subjected to force from the compressed direction along the axes. When subjected to force with the tensile direction, the brace material 22 is given tensile strength via a spring 26 laid between a nut 24 for a locking strip provided at the inserted ends of the rigid rods 22a, 22b and the ring 20 or via a vibration absorber such as a lead, so that it can withstand the horizontal force while restraining the vibration of a building.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、地震や激しい振動
などの水平力に抗するために建物等の構造物に設けられ
るブレース支持装置に係わり、特にブレース材の座屈に
よる耐力低下を防止できる様にしたブレース装置に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a brace support device provided in a structure such as a building to withstand horizontal forces such as earthquakes and severe vibrations, and in particular, it is possible to prevent a decrease in yield strength due to buckling of a brace material. The present invention relates to such a brace device.

【0002】[0002]

【従来の技術】一般に、風圧や地震力その他により建物
等の構造物の立柱や横材に激しい繰り返し荷重が加わる
と、その水平力に抗するためのブレース材には、その材
軸に沿った長手方向に引張り(テンション)と圧縮(コ
ンプレッション)とが交互に作用するが、形鋼や鋼棒等
でなるブレース材は引張力に対しては充分抵抗し得る
が、この引張力に比べ圧縮力に対しては座屈による塑性
変形を来たし易く、この様に塑性変形してしまうと耐力
の低下を招いてしまうとともに、復元し難いためブレー
ス架構両端の接続部に亀裂や分離等を発生させてしま
う。
2. Description of the Related Art Generally, when a strong repeated load is applied to a vertical column or a horizontal member of a structure such as a building due to wind pressure, seismic force, or the like, a brace material for resisting the horizontal force is along the axis of the material. Tension and compression alternately act in the longitudinal direction, but bracing materials such as shaped steel and steel rods can withstand tensile force sufficiently, but compared with this tensile force However, plastic deformation due to buckling is likely to occur, and such plastic deformation causes a decrease in proof stress, and since it is difficult to restore, cracks or separation may occur at the joints at both ends of the brace frame. I will end up.

【0003】このため、従来ではブレース架構全体とし
てのエネルギー吸収能力を高めるために、(1) ブレース
架構は一般に弾性剛性が高く水平外力がまず集中して配
分されやすいとの観点から、ブレース材の座屈による耐
力低下が起きないように座屈防止の補鋼を行うという手
法、または、(2) ブレース架構の履歴性状はブレース材
の座屈後の挙動に左右されるとの観点から、ブレース材
の座屈よりも他の部位の降伏を先行させるという手法、
あるいは、(3) ブレース材に圧縮、引張りの繰り返し荷
重が外力として加わっても、ブレース材の弾性限界内に
おいてもとの直線状態に復元させるという観点から、ブ
レース材に予め緊張力を付与しておき、荷重や振動に対
する剛性及び強度を向上させるという手法等が採用され
ている。
Therefore, in order to enhance the energy absorption capability of the entire brace frame, (1) the brace frame generally has high elastic rigidity and horizontal external force is likely to be concentrated and distributed first. A method of supplementing steel to prevent buckling so as not to reduce the yield strength due to buckling, or (2) from the viewpoint that the brace frame history properties depend on the behavior of the brace after buckling. A method of causing the yield of other parts to precede the buckling of the material,
Alternatively, (3) applying tension to the brace material beforehand from the viewpoint of restoring the original straight state within the elastic limit of the brace material even if a repeated load of compression and tension is applied to the brace material as an external force. Every time, a method of improving rigidity and strength against load and vibration is adopted.

【0004】ここで、上記(3) の手法としては、ブレー
ス材の中間にジョイント部としてターンバックルを介在
させ、これにより予め材軸に沿った長手方向に緊張力を
付与するようにしたブレース支持装置が特公平4−75
971号公報に開示されている。
Here, as the method of the above (3), a brace support in which a turnbuckle is interposed as a joint part in the middle of the brace material so that a tension force is applied in the longitudinal direction along the material axis in advance. The device is 4-75
It is disclosed in Japanese Patent Publication No. 971.

【0005】このブレース支持装置は図3及び図4に示
すように、立柱4、横材6、ブレース材3及び上面覆板
又は床板7等によって形成される重架設構造物1を対象
としたものである。図4に示すように、ブレース材3を
構成する2個の剛棒3´,3´を同一中心線上に配置
し、その対向端部に形成した互いに逆方向の雄ねじ1
1,11をターンバックル2の両端に形成した互いに逆
方向の雌ねじ12,12に螺入させて両剛棒3´,3´
を接続し、両剛棒3´,3´のそれぞれ他端部に平板1
3を溶着し、同平板13にボルト孔14を穿設し、同孔
14に挿入したボルトによって剛棒3´,3´の他端部
を立柱4,4に直接又は横材6を介して間接的に止着し
て、立柱4、4間に2個のブレース材3,3を互いに交
差させて架設するものである。そのため上記剛棒3´,
3´は中心線aの回りの回動が阻止され、ターンバック
ル2を中心線aの回りに回動させて同ブレース材3に予
め緊張力を与えることができる。
As shown in FIGS. 3 and 4, this brace supporting device is intended for a heavy construction structure 1 formed by vertical columns 4, lateral members 6, brace members 3 and an upper cover plate or floor plate 7, etc. Is. As shown in FIG. 4, two hard rods 3 ', 3'constituting the brace member 3 are arranged on the same center line, and male screws 1 formed in opposite ends thereof in mutually opposite directions.
Screws 1 and 11 into female screws 12 and 12 formed in the opposite ends of the turnbuckle 2 in mutually opposite directions so that both rigid bars 3'and 3 '.
And the flat plate 1 on the other end of each of the rigid rods 3 ', 3'.
3 is welded, a bolt hole 14 is bored in the flat plate 13, and the other end of the rigid rods 3 ′, 3 ′ is directly attached to the vertical columns 4 and 4 or through the cross member 6 by a bolt inserted into the hole 14. The two brace members 3 and 3 are indirectly fixed to each other and installed between the upright columns 4 and 4 so as to cross each other. Therefore, the hard rod 3 ',
3'is prevented from rotating around the center line a, and the turnbuckle 2 can be rotated around the center line a to pretension the brace member 3 in advance.

【0006】そして、この構成によれば、ブレース材3
にはターンバックル2によって長手方向に予め緊張力を
掛けているから、当該ブレース材3の材軸に沿って長手
方向に入力される圧縮方向の荷重はその予め付与されて
いる緊張力で相殺されることになり、この緊張力分だけ
入力に対するブレース材3の座屈の発生限界を高めて、
元の直線状態への復元性を向上させることができる。な
お、バックル2の慣性回動はブレース材端部に支持した
廻り止め金具5により阻止される。
According to this structure, the brace member 3
Since a tension force is applied in advance in the longitudinal direction by the turnbuckle 2, the load in the compression direction input in the longitudinal direction along the material axis of the brace member 3 is canceled by the tension force applied in advance. Therefore, the limit of buckling of the brace member 3 against the input is increased by this tension force,
The restoration property to the original straight line state can be improved. It should be noted that the inertial rotation of the buckle 2 is prevented by the anti-rotation metal fitting 5 supported on the end portion of the brace material.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上記
(1) の手法によるブレース支持装置では、補鋼作業が面
倒であるばかりか、補鋼量に対してエネルギー吸収能力
の向上度合いが低く、効率的でない。
[Problems to be Solved by the Invention]
The brace support device by the method of (1) is not efficient because the steel supplement work is troublesome and the energy absorption capacity does not improve much with respect to the amount of the supplement steel.

【0008】また(2) の手法のブレース支持装置では、
エネルギー吸収能力の向上に関しその限界が低く、大地
震等に対する充分な耐力を得るのが難しい。
Further, in the brace supporting device of the method (2),
The limit of improvement of energy absorption capacity is low, and it is difficult to obtain sufficient proof strength against a large earthquake.

【0009】また(3) の手法のブレース装置では、ブレ
ース材の中間に設けたターンバックルによって緊張力を
内部応力として与えているが、ブレース材はあくまで一
体的な剛棒として機能するため、大地震時等におけるよ
うな大きな振動エネルギーが加わった場合には、上記緊
張力以上の圧縮力が掛かるのを避け得ず、当該緊張力を
大きく上回る圧縮力が入力された場合にはブレース材が
座屈してしまう虞があり、ブレース架構全体としてのエ
ネルギー吸収能力を更に高めるという点で改善の余地が
ある。
In the brace device of the method (3), the tension force is applied as an internal stress by the turnbuckle provided in the middle of the brace material, but since the brace material functions as an integral rigid bar, When a large amount of vibration energy is applied, such as during an earthquake, it is unavoidable that a compressive force greater than the above tension force is applied. There is a risk of bending and there is room for improvement in terms of further enhancing the energy absorption capacity of the brace frame as a whole.

【0010】本発明は上記課題に鑑みてなされたもので
あり、その目的は、ブレース材に圧縮力が掛かることが
無く、よって座屈の発生を防止することができ、地震な
どの大きな振動エネルギーに対する架構全体としてのエ
ネルギー吸収能力が高い構造物のブレース支持装置を提
供することにある。
The present invention has been made in view of the above problems, and an object thereof is to prevent the occurrence of buckling without applying a compressive force to a brace material, and to prevent a large vibration energy such as an earthquake. It is an object of the present invention to provide a brace supporting device for a structure having a high energy absorbing capacity as a whole frame.

【0011】[0011]

【課題を解決するための手段】上記目的を達成するため
に本発明では、構造物のブレース支持装置を次のように
構成する。
In order to achieve the above object, in the present invention, a brace support device for a structure is constructed as follows.

【0012】本出願の請求項1に係わる発明では、地震
力等の水平力を受けるブレース材の中間を分割してその
分割端部間にジョイント部を介在させた構造物のブレー
ス支持装置において、該ジョイント部は、該水平力によ
り該ブレース材の材軸に沿って加わる引張方向の入力に
対しては該両分割端部に係合して該ブレース材に引張力
を生じさせる一方、圧縮方向の入力に対しては該両分割
端部の変位を許容して該ブレース材に圧縮力を生じさせ
ないように両分割端部同士を接続する構成とし、地震力
などの水平力に対して、ブレース材に引張力を生じさせ
て抵抗させる一方、圧縮力が掛かるのを防止して、ブレ
ース材の座屈変形を未然に防ぎ、架構全体としてのエネ
ルギー吸収能力を向上させる。
In the invention according to claim 1 of the present application, in the brace supporting device for a structure, the middle portion of the brace material that receives a horizontal force such as seismic force is divided, and the joint portion is interposed between the divided end portions. The joint portion engages with the split end portions in response to an input in a tensile direction applied along the material axis of the brace material by the horizontal force to generate a tensile force on the brace material, while a compressing direction is generated. With respect to the input of, both the divided ends are connected to each other so that the displacement of both divided ends is allowed and the compressive force is not generated in the brace material, and the brace against horizontal force such as seismic force. While exerting a tensile force on the material to resist it, it also prevents the compressive force from being applied to prevent buckling deformation of the brace material and improves the energy absorption capacity of the entire frame.

【0013】また、本出願の請求項2に係わる発明で
は、地震力等の水平力を受けるブレース材の中間を分割
してその分割端部間にジョイント部を介在させた構造物
のブレース支持装置において、ブレース材を構成する剛
棒の少なくとも一方の分割端部は、該ジョイント部とし
ての環状体に、該水平力により該ブレース材の材軸に沿
って加わる圧縮方向の入力に対して該環状体の中心方向
に逃げることができるように挿通し、引張方向の入力に
対してはその挿通先端部に設けた係合片と環状体とをそ
れらの間に介在させた振動吸収体を介して係合させる構
成とする。
Further, in the invention according to claim 2 of the present application, a brace supporting device for a structure in which the middle of the brace material which receives a horizontal force such as seismic force is divided and a joint is interposed between the divided ends. In at least one of the divided ends of the rigid bar that constitutes the brace member, the annular member as the joint portion is applied to the annular member with respect to an input in the compression direction applied by the horizontal force along the material axis of the brace member. It is inserted so that it can escape in the direction of the center of the body, and for the input in the pulling direction, an engaging piece and an annular body provided at the insertion tip end are inserted through a vibration absorber. It is configured to be engaged.

【0014】地震力などの水平力により、ブレース材を
構成する剛棒に分割端部を離間させるように材軸に沿っ
て引張方向の力が入力されると、鋼棒の挿通先端部と環
状体との間隔が詰まり、これら鋼棒の挿通先端部と環状
体とは振動吸収体を介して係合しあって引張力が生じ、
当該水平力に抵抗する。一方、鋼棒に分割端部を近接さ
せるように材軸に沿って圧縮方向の力が入力されると、
分割端部は環状体の中心方向に逃げ、当該剛棒には圧縮
力は作用せず、よってブレース材にはその形状や細長比
に全く係わり無く座屈が生じない。このため、耐力低下
がない。つまり、ジョイント部は、ブレース材に座屈を
生じさせないように、圧縮力が掛かることを防止する接
合部として機能する。
When a force in the pulling direction is input along the material axis so that the divided ends are separated from each other by the horizontal force such as seismic force, the rigid rod forming the brace member is separated from the tip end of the steel rod and the annular shape. The gap with the body is closed, the insertion end of these steel rods and the annular body are engaged with each other via the vibration absorber, and a tensile force is generated,
Resist the horizontal force. On the other hand, when a force in the compression direction is input along the material axis so that the split ends come close to the steel rod,
The divided ends escape toward the center of the annular body, and no compressive force acts on the rigid bar, so that the brace material does not buckle regardless of its shape or slenderness ratio. Therefore, the yield strength does not decrease. That is, the joint portion functions as a joint portion that prevents the compressive force from being applied so that the brace material does not buckle.

【0015】また、ブレース架構とラーメン架構が並立
する場合に、ブレース架構が、水平力を分担する時点の
層間変位を制御することにより、復元力特性の改善が可
能となる。
Further, when the brace frame and the frame frame stand side by side, the restoring force characteristics can be improved by controlling the interlayer displacement when the brace frame shares the horizontal force.

【0016】[0016]

【発明の実施の形態】以下、本発明を図示の実施形態例
に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on an embodiment shown in the drawings.

【0017】図1において、22はブレース材であり、
同一中心線上に分割配置された2本の剛棒22a,22
bで構成されている。このブレース材22は、互いに交
差する形で2個架設されており、両ブレース材22を構
成する計4本の剛棒22a,22bは、これらのジョイ
ント部たる環状体20において、材軸方向に沿った圧縮
方向の入力に対しては環状体20の中心方向に逃げるこ
とができるように連結されている。
In FIG. 1, 22 is a brace material,
Two hard rods 22a, 22 that are dividedly arranged on the same center line
b. Two of the brace members 22 are installed so as to intersect with each other, and the total of four hard rods 22a and 22b forming the both brace members 22 are arranged in the axial direction of the annular body 20 serving as the joint portion thereof. It is connected so as to be able to escape toward the center of the annular body 20 in response to the input in the compression direction.

【0018】即ち、環状体20には、その中心から四方
に貫通穴21が穿設されており、この貫通穴21に外周
面から、上記剛棒22a,22bの夫々対向する分割端
部が軸方向に摺動自在に挿通されている。そして、その
環状体20内部に突出して雄ねじが形成された挿通先端
部23には、鍔状の係止片としてナット24が螺合され
ている。また、この環状体20内部に突出した挿通先端
部23には、係止片としてのナット24と環状体20の
内周面との間に、ワッシャー25の付いたコイルバネ2
6でなる弾性体が振動吸収体として嵌装されている。こ
のようにして、各ブレース材22はその剛棒22a,2
2b同士が接続される。但し、各ブレース材22を構成
する一対の剛棒22a,22bは、その挿通先端部2
3,23間が、上記逃げとして有効な距離だけ、離間さ
れている。
That is, the annular body 20 is provided with through holes 21 in four directions from the center thereof, and the divided ends of the rigid rods 22a and 22b facing each other from the outer peripheral surface of the annular body 20 are axially formed. It is inserted slidably in the direction. Then, a nut 24 is screwed as a brim-shaped locking piece to the insertion distal end portion 23 projecting inside the annular body 20 and formed with a male screw. In addition, the insertion tip portion 23 protruding inside the annular body 20 has a coil spring 2 having a washer 25 between a nut 24 as a locking piece and the inner peripheral surface of the annular body 20.
An elastic body 6 is fitted as a vibration absorber. In this way, each brace member 22 has its rigid rods 22a, 2
2b are connected to each other. However, the pair of rigid rods 22 a and 22 b forming each brace member 22 have the insertion tip portion 2 thereof.
The distances 3 and 23 are separated from each other by a distance effective as the relief.

【0019】各剛棒22a,22bの他端部は、例え
ば、図3で説明したような平板13をそれぞれ溶着し、
これに穿設したボルト孔14に挿入したボルトによって
立柱4,4に直接又は横材6を介して間接的に止着され
る。
The other ends of the rigid rods 22a and 22b are welded to the flat plate 13 as described with reference to FIG.
It is fixed to the uprights 4, 4 directly or indirectly via the cross member 6 by a bolt inserted in a bolt hole 14 formed in this.

【0020】このようにして立柱4、4間に互いに交差
して架設された2個のブレース材22,22は、剛棒2
2a,22bがその回動を規制されて固定されているた
め、ナット24をコイルバネ26に抗して回すことによ
り、同各ブレース材22,22に緊張力を与えることが
できる。
In this way, the two brace members 22 and 22 which are erected so as to cross each other between the upright columns 4 and 4 are the rigid rods 2.
Since the rotations of the brace members 2a and 22b are regulated and fixed, by rotating the nut 24 against the coil spring 26, a tension force can be applied to the brace members 22 and 22.

【0021】上記構成のブレース支持装置によれば、ブ
レース材22,22にはコイルバネ26によって長手方
向に緊張力が掛けられているため、ブレース材22,2
2はブレース架構の水平方向の層間変位を制御すること
になり、復元力特性の改善が可能となる。
According to the brace supporting device having the above structure, since the tension force is applied to the brace members 22 and 22 in the longitudinal direction by the coil spring 26, the brace members 22 and 2 are
2 controls the interlayer displacement in the horizontal direction of the brace frame, which makes it possible to improve the restoring force characteristics.

【0022】また、地震等の振動の水平力によりブレー
ス架構に層間変位が生じた場合には、従来のターンバッ
クルにより一対の剛棒を接続した場合と同様に、ブレー
ス材22の長手方向の材軸に沿った引張方向の入力に対
しては、鋼棒22a,22b同士がコイルバネ26と環
状体20とを介して相互に係合しあって、より大きな張
力を生じさせつつ水平力に抵抗するとともに、コイルバ
ネ26で振動を吸収減衰する。一方、逆にブレース材2
2の長手方向の材軸に沿った圧縮方向の入力に対して
は、各剛棒22a,22bの挿通先端部23が環状体2
0の中心へ変位するだけであって、ブレース材22には
圧縮力は作用せず、よってその形状や細長比に係わらず
ブレース材22に座屈が生じることがない。このため、
塑性変形しないので元の直線状態に復元することができ
ると共に、ブレース材22の耐力低下がない。
When interlayer displacement occurs in the brace frame due to the horizontal force of vibration such as an earthquake, as in the case of connecting a pair of rigid bars by a conventional turnbuckle, the material in the longitudinal direction of the brace member 22. With respect to the input in the pulling direction along the axis, the steel rods 22a and 22b are engaged with each other through the coil spring 26 and the annular body 20 to generate a larger tension and resist the horizontal force. At the same time, the coil spring 26 absorbs and damps vibrations. On the other hand, conversely brace material 2
For the input in the compression direction along the longitudinal material axis of 2, the insertion end portions 23 of the rigid rods 22a and 22b are connected to the annular body 2.
The brace member 22 is only displaced to the center of 0, and no compressive force acts on the brace member 22. Therefore, the brace member 22 does not buckle regardless of its shape or slenderness ratio. For this reason,
Since it is not plastically deformed, it can be restored to the original straight state, and the proof stress of the brace member 22 does not decrease.

【0023】上記の実施形態では、剛棒製のブレース材
のジョイント部たる環状体20において、その内面とブ
レース材22の係止片たるナット24との間に振動吸収
体として弾性体であるコイルバネ26を介在させたが、
この種のバネの代わりに、例えば油圧や超塑性材料であ
る鉛等を用いた一方向性ダンパー等を介在させることも
でき、これによっても上記と同様に建物の振動を抑え且
つブレース材の座屈を防止することができる。
In the above embodiment, in the annular body 20 which is a joint portion of a brace material made of a hard rod, a coil spring which is an elastic body as a vibration absorber is disposed between the inner surface of the annular body 20 and the nut 24 which is a locking piece of the brace material 22. 26 was interposed,
Instead of this type of spring, for example, a unidirectional damper using hydraulic pressure or superplastic material such as lead may be interposed, which also suppresses the vibration of the building and the seat of the brace material in the same manner as above. It is possible to prevent buckling.

【0024】また上記図1の実施形態では、環状体20
を単一な真円の円環状としたが、必ずしも円環状体であ
る必要はなく、方形あるいは多角形の環状体であっても
良い。
In the embodiment shown in FIG. 1, the annular body 20 is used.
Is a single true circular ring, but it does not necessarily have to be a circular ring, and may be a square or polygonal ring.

【0025】また、図2に示す様に、必ずしも単一の環
状体でなくとも良い。同図の環状体30は鋼製の方形状
ブロック32の周側の4面にそれぞれU字状のフレーム
34が一体的に溶接接合されてなり、全体として十字状
を呈して4つの環状部を有している。各環状部を形成す
るU字状のフレーム34にはその先端部中央に貫通穴2
1が形成され、この貫通穴21に前記図1の場合と同様
にブレース材22の先端が挿通され、ここにコイルバネ
26が介装されてナット24で係止されている。
Further, as shown in FIG. 2, it does not necessarily have to be a single annular body. The annular body 30 shown in the figure has U-shaped frames 34 integrally welded to the four circumferential sides of a square block 32 made of steel, and has a cross shape as a whole to form four annular portions. Have The U-shaped frame 34 forming each annular portion has a through hole 2 at the center of its tip.
1 is formed, the tip of the brace material 22 is inserted into the through hole 21 as in the case of FIG. 1, and the coil spring 26 is interposed and locked by the nut 24.

【0026】なお、本発明は、建物や一般の構造物の
他、架設桟橋や、架設構台等の重架設構造物にも適用す
ることができる。
The present invention can be applied not only to buildings and general structures but also to heavy erected structures such as erection piers and erection gantry.

【0027】[0027]

【発明の効果】以上述べたように、本出願の請求項1に
係わる発明では、地震力等の水平力を受けるブレース材
の中間を分割してその分割端部間にジョイント部を介在
させた構造物のブレース支持装置において、該ジョイン
ト部は、該水平力により該ブレース材の材軸に沿って加
わる引張方向の入力に対しては該両分割端部に係合して
該ブレース材に引張力を生じさせる一方、圧縮方向の入
力に対しては該両分割端部の変位を許容して該ブレース
材に圧縮力を生じさせないように両分割端部同士を接続
する構成としたので、地震等の振動の水平力に対して、
ブレース材に引張力を生じさせて十分な抵抗力を得る一
方、圧縮力が掛かるのを防止してブレース材の座屈変形
を防ぐことができ、座屈変形による耐力の低下を防いで
架構全体としてのエネルギー吸収能力を可及的に向上さ
せることができる。
As described above, in the invention according to claim 1 of the present application, the middle portion of the brace material that receives horizontal force such as seismic force is divided, and the joint portion is interposed between the divided end portions. In a brace supporting device for a structure, the joint portion engages with both of the divided end portions and pulls on the brace material in response to an input in a tensile direction applied along the material axis of the brace material by the horizontal force. While the force is generated, both split ends are connected to each other so that displacement of both split ends is allowed for input in the compression direction and no compressive force is generated on the brace material. For the horizontal force of vibration such as
While a tensile force is generated in the brace material to obtain a sufficient resistance force, it is possible to prevent the buckling deformation of the brace material by preventing the compressive force from being applied, and to prevent the decrease of the proof stress due to the buckling deformation and the entire frame structure. It is possible to improve the energy absorption capacity as much as possible.

【0028】また、本出願の請求項2に係わる発明で
は、地震力等の水平力を受けるブレース材の中間を分割
してその分割端部間にジョイント部を介在させた構造物
のブレース支持装置において、ブレース材を構成する剛
棒の少なくとも一方の分割端部は、該ジョイント部とし
ての環状体に、該水平力により該ブレース材の材軸に沿
って加わる圧縮方向の入力に対して該環状体の中心方向
に逃げることができるように挿通し、引張方向の入力に
対してはその挿通先端部に設けた係合片と環状体とをそ
れらの間に介在させた振動吸収体を介して係合させる構
成としたので、地震等の振動の水平力により、ブレース
材を構成する剛棒に材軸に沿って引張方向の力が入力さ
れた場合には、鋼棒の挿通先端部と環状体との間に介在
させた振動吸収体で振動を吸収減衰させながら、引張力
を生じさせて当該水平力に抵抗することができる一方、
鋼棒に材軸に沿って圧縮方向の力が入力された場合に
は、分割端部を環状体の中心方向に逃がして当該剛棒に
圧縮力が作用するのを防止できる。このため、ブレース
材にはその形状や細長比に全く係わり無く座屈が生じる
のを防止することでき、座屈変形による耐力低下を防い
で、架構全体としてのエネルギー吸収能力を可及的に向
上させることができる。
Further, in the invention according to claim 2 of the present application, the brace supporting device for a structure in which the middle of the brace material that receives a horizontal force such as seismic force is divided and a joint is interposed between the divided ends. In at least one of the divided ends of the rigid bar that constitutes the brace member, the annular member as the joint portion is applied to the annular member with respect to an input in the compression direction applied by the horizontal force along the material axis of the brace member. It is inserted so that it can escape in the direction of the center of the body, and for the input in the pulling direction, an engaging piece and an annular body provided at the insertion tip end are inserted through a vibration absorber. Since the structure is made to engage, when a force in the tension direction is input along the material axis to the rigid bar that constitutes the brace material due to the horizontal force of vibration such as an earthquake, the insertion end of the steel bar and the annular With a vibration absorber interposed between the body While the dynamic imbibed attenuation causes a tensile force while it is possible to resist the horizontal force,
When a force in the compression direction is input to the steel rod along the material axis, it is possible to prevent the split end portion from escaping toward the center of the annular body and to prevent the rigid rod from being subjected to the compression force. For this reason, it is possible to prevent buckling of the brace material regardless of its shape and slenderness ratio, to prevent a decrease in yield strength due to buckling deformation, and to improve the energy absorption capacity of the entire frame as much as possible. Can be made.

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

【図1】本発明のブレース支持装置の一実施形態例を示
す図である。
FIG. 1 is a diagram showing an embodiment of a brace support device of the present invention.

【図2】本発明のブレース支持装置の別の実施形態例を
示す図である。
FIG. 2 is a view showing another embodiment example of the brace support device of the present invention.

【図3】従来のブレース支持装置による架設構造物を示
す斜視図である。
FIG. 3 is a perspective view showing a construction structure using a conventional brace support device.

【図4】従来のターンバックルブレースの斜視図であ
る。
FIG. 4 is a perspective view of a conventional turnbuckle brace.

【符号の説明】[Explanation of symbols]

1 重架設構造物 2 ターンバック
ル 3 ブレース 3´ 剛棒 4 立柱 5 廻り止め金具 6 横材 11 雄ねじ 12 雌ねじ 13 平板 14 ボルト孔 20 環状体(ジ
ョイント部) 21 貫通穴 22 ブレース材 22a,22b 剛棒 23 挿通先端部 24 ナット(係止片) 25 ワッシャー 26 コイルバネ(振動吸収体)
DESCRIPTION OF SYMBOLS 1 Overlay structure 2 Turnbuckle 3 Brace 3'Rigid bar 4 Standing column 5 Anti-rotation metal fittings 6 Cross member 11 Male screw 12 Female screw 13 Flat plate 14 Bolt hole 20 Annular body (joint part) 21 Through hole 22 Brace material 22a, 22b Hard rod 23 Insertion Tip 24 Nut (Locking Piece) 25 Washer 26 Coil Spring (Vibration Absorber)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地震力等の水平力を受けるブレース材の
中間を分割してその分割端部間にジョイント部を介在さ
せた構造物のブレース支持装置において、 該ジョイント部は、該水平力により該ブレース材の材軸
に沿って加わる引張方向の入力に対しては該両分割端部
に係合して該ブレース材に引張力を生じさせる一方、圧
縮方向の入力に対しては該両分割端部の変位を許容して
該ブレース材に圧縮力を生じさせないように両分割端部
同士を接続することを特徴とする構造物のブレース支持
装置。
1. A brace supporting device for a structure, wherein a middle portion of a brace material that receives a horizontal force such as seismic force is divided, and a joint portion is interposed between the divided end portions. For the input in the tensile direction applied along the axis of the brace material, the split ends are engaged to generate a tensile force in the brace material, while for the input in the compression direction, the split A brace support device for a structure, characterized in that the divided end portions are connected to each other so as to allow the displacement of the end portions and not to generate a compressive force in the brace material.
【請求項2】 地震力等の水平力を受けるブレース材の
中間を分割してその分割端部間にジョイント部を介在さ
せた構造物のブレース支持装置において、 ブレース材を構成する剛棒の少なくとも一方の分割端部
は、該ジョイント部としての環状体に、該水平力により
該ブレース材の材軸に沿って加わる圧縮方向の入力に対
して該環状体の中心方向に逃げることができるように挿
通し、引張方向の入力に対してはその挿通先端部に設け
た係合片と環状体とをそれらの間に介在させた振動吸収
体を介して係合させることを特徴とする構造物のブレー
ス支持装置。
2. A brace supporting device for a structure, wherein a middle portion of a brace material that receives a horizontal force such as seismic force is divided, and a joint portion is interposed between the divided end portions. One of the split ends is designed to be able to escape toward the center of the annular body as a joint portion against the input in the compression direction applied along the material axis of the brace material by the horizontal force. For the insertion and the input in the pulling direction, the engaging piece provided at the insertion tip and the annular body are engaged via a vibration absorber interposed therebetween. Brace support device.
JP23041895A 1995-09-07 1995-09-07 Brace-supporting device for structure Pending JPH0972002A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23041895A JPH0972002A (en) 1995-09-07 1995-09-07 Brace-supporting device for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23041895A JPH0972002A (en) 1995-09-07 1995-09-07 Brace-supporting device for structure

Publications (1)

Publication Number Publication Date
JPH0972002A true JPH0972002A (en) 1997-03-18

Family

ID=16907584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23041895A Pending JPH0972002A (en) 1995-09-07 1995-09-07 Brace-supporting device for structure

Country Status (1)

Country Link
JP (1) JPH0972002A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005098098A (en) * 2003-09-04 2005-04-14 Masao Hayashi Aseismatic mechanism for house, and its vibration absorption device
JP2012219500A (en) * 2011-04-08 2012-11-12 Daiwa House Industry Co Ltd Vibration control bearing wall panel
JP2016108736A (en) * 2014-12-02 2016-06-20 間瀬建設株式会社 X-shaped brace in base-isolating method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005098098A (en) * 2003-09-04 2005-04-14 Masao Hayashi Aseismatic mechanism for house, and its vibration absorption device
JP2012219500A (en) * 2011-04-08 2012-11-12 Daiwa House Industry Co Ltd Vibration control bearing wall panel
JP2016108736A (en) * 2014-12-02 2016-06-20 間瀬建設株式会社 X-shaped brace in base-isolating method

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