JP2019151985A - Device for detecting deformation amount of vibration control device - Google Patents

Device for detecting deformation amount of vibration control device Download PDF

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JP2019151985A
JP2019151985A JP2018036145A JP2018036145A JP2019151985A JP 2019151985 A JP2019151985 A JP 2019151985A JP 2018036145 A JP2018036145 A JP 2018036145A JP 2018036145 A JP2018036145 A JP 2018036145A JP 2019151985 A JP2019151985 A JP 2019151985A
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core
deformation
core material
vibration damping
deformation amount
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JP7145621B2 (en
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一雅 ▲高▼宮
一雅 ▲高▼宮
Kazumasa Takamiya
齋藤 一
Hajime Saito
一 齋藤
南雲 隆司
Takashi Nagumo
隆司 南雲
啓明 岡田
Hiroaki Okada
啓明 岡田
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Takamiya Co Ltd
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Takamiya Co Ltd
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Abstract

To provide a device for detecting a deformation amount of a vibration control device capable of detecting how much the core material to which the axial force acts is deformed in the longitudinal direction of the core material with respect to the restraining member.SOLUTION: A vibration control device 1 is connected to two structural members of a structure at both ends in the longitudinal direction; a core material 20 for absorbing vibration energy by plastic deformation due to the action of an axial force to suppress vibration and a restraining member 10 covering the outer periphery of the core 20 and preventing the core 20 from being deformed in a direction forming an angle with the longitudinal direction when a compressive force is applied to the core 20 are constituted as members; a deformation amount detecting device 50 for detecting the deformation amount of the core material 20 in the longitudinal direction of the core material 20 to the restraining member 10 is arranged as a display member on one of the restraining member 10 and the core material 20; and for example, it comprises a pointed member 51 and a coating material 52 which is arranged as a member to be displayed on the other side and whose deformation amount is displayed by the pointed member 51.SELECTED DRAWING: Figure 9

Description

本発明は、地震や風圧等による構築物の揺れを抑えるための制振装置に用いられる変形量検出装置に係り、特に、軸力の作用による塑性変形で振動エネルギを吸収する芯材と、芯材の外周を覆い、圧縮力が作用した芯材が長さ方向と角度をなす方向に変形することを拘束するための拘束部材と、を含んで構成されている制振装置に用いられる変形量検出装置に関する。   The present invention relates to a deformation amount detecting device used in a vibration damping device for suppressing a shake of a structure due to an earthquake or wind pressure, and more particularly, a core material that absorbs vibration energy by plastic deformation caused by an axial force, and a core material The amount of deformation used in the vibration control device is configured to include a restraining member for constraining the core material to which the compressive force is applied from being deformed in a direction that forms an angle with the length direction. Relates to the device.

下記の特許文献1には、地震等による構築物の揺れを抑えるための制振装置が示され、この制振装置は、構築物を構成する2つの構成部材の間に配置され、長さ方向の一方の端部が、2つの構成部材のうち、一方の構成部材に結合されているとともに、長さ方向の他方の端部が、2つの構成部材のうち、他方の構成部材に結合され、かつ軸力の作用による塑性変形により構築物の振動エネルギを吸収して振動を抑制するための芯材と、この芯材の外周を、芯材の長さ方向が長さ方向となって覆っているとともに、芯材に圧縮力が作用したときに、芯材がこの芯材の長さ方向と角度をなす方向に変形することを拘束するための拘束部材と、を含んで構成されたものとなっている。   The following Patent Document 1 shows a vibration damping device for suppressing shaking of a structure due to an earthquake or the like, and this vibration damping device is arranged between two structural members constituting the structure, and has one lengthwise direction. Of the two constituent members is coupled to one of the constituent members, and the other end portion in the longitudinal direction is coupled to the other constituent member of the two constituent members, and the shaft The core material for absorbing vibration energy of the structure by plastic deformation by the action of force and suppressing the vibration, and covering the outer periphery of the core material with the length direction of the core material as the length direction, And a restraining member for restraining the core material from being deformed in a direction that forms an angle with the length direction of the core material when a compressive force acts on the core material. .

特許第6185680号公報Japanese Patent No. 6185680

この制振装置では、地震等が発生したときに、芯材に軸力である引っ張り力や圧縮力が作用するため、芯材には、拘束部材に対して芯材の長さ方向への変形量である引っ張り量や圧縮量が生じる。この変形量の大きさは、制振装置が設置されている構築物の揺れの大きさに応じたものとなり、このため、変形量を検出することができれば、地震等による構築物の揺れの大きさ等を調べるうえで有意義である。   In this vibration damping device, when an earthquake or the like occurs, a tensile force or compressive force, which is an axial force, acts on the core material. Therefore, the core material is deformed in the length direction of the core material with respect to the restraining member. The amount of pulling or compression that is the amount occurs. The amount of deformation depends on the amount of shaking of the structure where the vibration control device is installed. For this reason, if the amount of deformation can be detected, the amount of shaking of the structure due to an earthquake, etc. It is meaningful in examining.

本発明の目的は、軸力が作用する芯材が拘束部材に対して芯材の長さ方向にどの程度変形したかを検出することができるようになる制振装置の変形量検出装置を提供するところにある。   An object of the present invention is to provide a deformation detection device for a vibration damping device that can detect how much a core material on which an axial force acts is deformed in the length direction of the core material with respect to a restraining member. There is a place to do.

本発明に係る制振装置の変形量検出装置は、構築物を構成する2つの構成部材の間に配置され、長さ方向の一方の端部が、前記2つの構成部材のうち、一方の構成部材に結合されているとともに、前記長さ方向の他方の端部が、前記2つの構成部材のうち、他方の構成部材に結合され、かつ軸力の作用による塑性変形により前記構築物の振動エネルギを吸収して振動を抑制するための芯材と、この芯材の外周を、前記芯材の前記長さ方向が長さ方向となって覆っているとともに、前記芯材に圧縮力が作用したときに、前記芯材がこの芯材の前記長さ方向と角度をなす方向に変形することを拘束するための拘束部材と、を含んで構成されている制振装置の前記芯材の前記拘束部材に対する前記芯材の前記長さ方向への変形量を検出するための変形量検出装置であって、前記拘束部材と前記芯材とのうち、一方に配設された表示部材と、他方に配設され、前記変形量が前記表示部材により表示される被表示部材とを含んで構成されていることを特徴とするものである。   The deformation detection device for a vibration damping device according to the present invention is arranged between two constituent members constituting a structure, and one end in the length direction is one constituent member of the two constituent members. And the other end in the length direction is coupled to the other component of the two components and absorbs vibration energy of the structure by plastic deformation due to the action of an axial force. And covering the outer periphery of the core material and the core material with the length direction of the core material being the length direction, and when a compressive force is applied to the core material And a restraining member for restraining the core material from being deformed in a direction that forms an angle with the length direction of the core material. A variation for detecting the amount of deformation of the core material in the length direction. An amount detection device comprising: a display member disposed on one of the restraining member and the core; and a display member disposed on the other, the deformation amount being displayed by the display member. It is characterized by including.

このように本発明に係る制振装置の変形量検出装置は、拘束部材と芯材とのうち、一方に配設された表示部材と、他方に配設された被表示部材とを含んで構成されており、地震等が発生して芯材に軸力である引っ張り力や圧縮力が作用すると、芯材に、拘束部材に対する芯材の長さ方向への変形量が生ずることにより、この変形量が表示部材によって被表示部材に表示されることになる。これにより、制振装置が設置されている構築物の上下層間の水平方向へのずれ量や、水平方向への揺れ量や、芯材の塑性変形量、芯材の破断の有無等を調べることが可能となる。   As described above, the deformation detection device for a vibration damping device according to the present invention includes a display member disposed on one of the restraining member and the core member, and a display member disposed on the other. When a tensile force or compressive force, which is an axial force, acts on the core material due to an earthquake or the like, a deformation amount in the length direction of the core material with respect to the restraining member is generated in the core material, and this deformation occurs. The amount is displayed on the display member by the display member. This makes it possible to investigate the amount of horizontal displacement between the upper and lower layers of the structure where the vibration damping device is installed, the amount of horizontal vibration, the amount of plastic deformation of the core material, the presence or absence of breakage of the core material, etc. It becomes possible.

なお、本発明において、表示部材を拘束部材に配設し、被表示部材を芯材に配設してもよく、あるいは、表示部材を芯材に配設し、被表示部材を拘束部材に配設してもよい。また、表示部材又は被表示部材を拘束部材に配設することは、表示部材又は被表示部材を拘束部材に直接配設することでもよく、あるいは、拘束部材の長さ方向の端部に、芯材の端部が突出する開口部が設けられた蓋部材を配置する場合には、表示部材又は被表示部材をこの蓋部材に配設することにより、表示部材又は被表示部材を、蓋部材を介して間接的に拘束部材に配設することでもよい。   In the present invention, the display member may be disposed on the restraining member, and the display member may be disposed on the core member. Alternatively, the display member may be disposed on the core member, and the display member may be disposed on the restraining member. You may set up. Further, the display member or the display target member may be disposed on the restraining member, or the display member or the display member may be disposed directly on the restraining member, or the end of the restraining member in the length direction may be disposed at the core. When a lid member provided with an opening from which the end of the material protrudes is disposed, the display member or the member to be displayed is disposed on the lid member so that the display member or the member to be displayed is attached to the lid member. It may be disposed indirectly on the restraining member.

また、被表示部材を芯材自体としてもよく、あるいは、拘束部材自体としてもよい。   Further, the display member may be the core material itself, or the restraining member itself.

以上の本発明において、表示部材を被表示部材に単に接触させるだけとしてもよいが、表示部材を被表示部材に弾圧接触させることが好ましい。   In the present invention described above, the display member may be simply brought into contact with the member to be displayed, but it is preferable that the display member is in elastic contact with the member to be displayed.

このように表示部材を被表示部材に弾圧接触させると、地震等により、芯材に、拘束部材に対する芯材の長さ方向への変形量が発生した際に、この変形量を表示部材によって被表示部材に明瞭に表示させることができる。   When the display member is brought into elastic contact with the display member in this way, when the core member is deformed in the length direction of the core member relative to the restraining member due to an earthquake or the like, the deformation amount is covered by the display member. It can be clearly displayed on the display member.

また、表示部材を被表示部材に弾圧接触させるためには、表示部材をコイルばね等の弾発部材により被表示部材側へ弾発付勢する構成としてもよく、あるいは、表示部材を、この表示部材を被表示部材に弾圧接触させるための弾性部材を介して、拘束部材と芯材とのうち、前記一方に取り付ける構成としてもよい。   Further, in order to bring the display member into elastic contact with the display member, the display member may be configured to be elastically biased toward the display member by a resilient member such as a coil spring. It is good also as a structure attached to said one among a restraint member and a core material through the elastic member for making a member elastically contact a to-be-displayed member.

そして、表示部材を、この表示部材を被表示部材に弾圧接触させるための弾性部材を介して、拘束部材と芯材とのうち、前記一方に取り付けるための構成とする場合における一例は、この弾性部材を、表示部材と、拘束部材と芯材とのうち、前記一方とを連結する板状の連結部材とし、この板状の連結部材を、表示部材を被表示部材に弾圧接触させるためのばね性を有するものとすることである。   An example in the case where the display member is configured to be attached to the one of the restraining member and the core member through an elastic member for bringing the display member into elastic contact with the display member is an elastic member. The member is a plate-like connecting member that connects the display member, one of the restraining member and the core member, and the plate-like connecting member is a spring for bringing the display member into elastic contact with the display member. It is to have sex.

これによると、表示部材を被表示部材に弾圧接触させるための弾性部材を、表示部材と、拘束部材と芯材とのうち、前記一方とを連結するための連結部材とすることができ、しかも、この連結部材は、表示部材を被表示部材に弾圧接触させるためのばね性を有する板状のものであるため、表示部材を被表示部材に弾圧接触させるための構造を、簡単な部品により容易に構成することができる。   According to this, the elastic member for bringing the display member into elastic contact with the member to be displayed can be a connecting member for connecting the display member, the restraining member, and the one of the core members, and The connecting member is a plate-like member having a spring property for elastically contacting the display member to the display member. Therefore, the structure for bringing the display member into elastic contact with the display member can be easily configured by simple parts. Can be configured.

なお、連結部材により表示部材を拘束部材に連結する場合には、この拘束部材自体に表示部材を連結部材により連結してもよく、あるいは、前述したように拘束部材の長さ方向の端部に、芯材の端部が突出する開口部が設けられた蓋部材を配置する場合には、この蓋部材に表示部材を連結部材によって連結することにより、拘束部材に連結部材と蓋部材を介して表示部材を連結してもよい。   When the display member is connected to the restraining member by the connecting member, the display member may be connected to the restraining member itself by the connecting member, or as described above, at the end of the restraining member in the length direction. When a lid member provided with an opening from which the end of the core member projects is disposed, the display member is coupled to the lid member by a coupling member, whereby the binding member is interposed between the coupling member and the lid member. A display member may be connected.

また、以上の本発明において、表示部材は、墨等の液体を吐出する筆記部材でもよく、あるいは、けがき部材等の尖頭状部材でもよい。   In the present invention described above, the display member may be a writing member that discharges a liquid such as black ink, or may be a pointed member such as a scribing member.

表示部材を尖頭状部材とした場合には、この尖頭状部材の尖頭部によって被表示部材の一部が削られることにより、前記変形量の直線状のマークを被表示部材に付けることができる。   When the display member is a pointed member, a part of the display member is scraped by the pointed portion of the pointed member, thereby attaching the linear mark of the deformation amount to the display member. Can do.

さらに、このように表示部材を尖頭状部材とし、この尖頭状部材の尖頭部によって被表示部材の一部を削ることにより、前記変形量の直線状のマークを被表示部材に付ける場合には、被表示部材は、拘束部材と芯材とのうち、前記他方に塗布された塗料によるものでもよく、あるいは、拘束部材と芯材とのうち、前記他方に取り付けられた金属製やプラスチック製の板部材でもよく、   Furthermore, when the display member is a pointed member in this way, and a part of the displayed member is cut by the pointed head of the pointed member, the linear mark of the deformation amount is attached to the displayed member. The display member may be a paint applied to the other of the restraining member and the core material, or a metal or plastic attached to the other of the restraining member and the core material. A plate member made of

被表示部材を、拘束部材と芯材とのうち、前記他方に塗布された塗料とすると、被表示部材を前記他方に安価なコストで簡単な作業により設けることができる。   When the member to be displayed is a paint applied to the other of the restraining member and the core member, the member to be displayed can be provided on the other member by a simple operation at a low cost.

また、被表示部材を、拘束部材と芯材とのうち、前記他方に塗布された塗料する場合には、この塗料を、一色の塗料を前記他方に塗布したものとしてもよく、あるいは、塗り重ねられた色違いの少なくとも2種類の塗料としてもよい。   Further, when the display member is a paint applied to the other of the restraining member and the core material, this paint may be applied with one color of paint on the other, or may be applied repeatedly. It is good also as at least 2 types of coating materials of the different color.

このように被表示部材を、拘束部材と芯材とのうち、前記他方に塗布された塗料とし、しかもこの塗料を、塗り重ねられた色違いの少なくとも2種類の塗料とした場合には、表示部材となっている尖頭状部材の尖頭部によって表層の塗料が削り取られ、これにより、表層の塗料とは色違いの下層の塗料が露出するため、被表示部材に前記変形量の直線状のマークを明瞭に表示できるようになる。   In this way, when the member to be displayed is a paint applied to the other of the restraining member and the core material, and the paint is at least two types of paints of different colors, The surface layer paint is scraped off by the pointed head of the member, thereby exposing the lower layer paint different in color from the surface layer paint. The mark can be clearly displayed.

また、被表示部材を、拘束部材と芯材とのうち、前記他方に取り付けられた板部材とすると、この板部材は安価であって、前記他方に両面粘着テープや接着剤により容易に取り付けることができるため、これによっても被表示部材を前記他方に安価なコストで簡単な作業により設けることができる。   Further, if the display member is a plate member attached to the other of the restraining member and the core material, the plate member is inexpensive and can be easily attached to the other with a double-sided adhesive tape or an adhesive. Therefore, the display member can be provided on the other side at a low cost with a simple operation.

以上説明した本発明に係る制振装置の変形量検出装置は、任意の構築物に設置される制振装置に適用できるものであり、この構築物は、建物でもよく、橋梁でもよく、タワー等でもよい。また、これらの構築物は新築のものでもよく、既存のものでもよい。   The above-described deformation amount detection device for a vibration control device according to the present invention can be applied to a vibration control device installed in an arbitrary structure. This structure may be a building, a bridge, a tower, or the like. . These structures may be newly constructed or existing.

本発明によると、軸力が作用する芯材が拘束部材に対して芯材の長さ方向にどの程度変形したかを検出できるという効果を得られる。   According to the present invention, it is possible to obtain an effect that it is possible to detect how much the core member on which the axial force acts is deformed in the length direction of the core member with respect to the restraining member.

図1は、本発明の一実施形態に係る変形量検出装置が取り付けられた制振装置が建物に設置されているときの状態を示す正面図である。FIG. 1 is a front view showing a state when a vibration damping device to which a deformation amount detection device according to an embodiment of the present invention is attached is installed in a building. 図2は、変形量検出装置付きの制振装置だけを示す正面図である。FIG. 2 is a front view showing only a vibration damping device with a deformation amount detection device. 図3は、制振装置の芯材を示し、(A)は、平面図であり、(B)は、正面図である。3A and 3B show the core material of the vibration damping device, where FIG. 3A is a plan view and FIG. 3B is a front view. 図4は、図3の芯材を構成する2本の芯部材同士を連結するための連結手段を分解した状態で示す斜視図である。FIG. 4 is a perspective view showing a disassembled state of the connecting means for connecting the two core members constituting the core material of FIG. 3. 図5は、図2のS5−S5線断面図である。5 is a cross-sectional view taken along line S5-S5 of FIG. 図6は、図2のS6−S6線断面図である。6 is a cross-sectional view taken along line S6-S6 of FIG. 図7は、図1の一部拡大図であって、本発明の一実施形態に係る変形量検出装置の制振装置での取付箇所を示す正面図である。FIG. 7 is a partially enlarged view of FIG. 1, and is a front view showing an attachment location in the vibration damping device of the deformation amount detection device according to the embodiment of the present invention. 図8は、図7の平面図である。FIG. 8 is a plan view of FIG. 図9は、図8の要部の拡大図である。FIG. 9 is an enlarged view of a main part of FIG. 図10は、変形量検出装置の表示部材となっている尖頭状部材の尖頭部が被表示部材に弾圧接触し、拘束部材に対する芯材の変形量を被表示部材となっている塗料に直線状のマークで表示したときを示す図である。FIG. 10 shows that the point of the pointed member that is the display member of the deformation amount detecting device is in elastic contact with the member to be displayed, and the amount of deformation of the core material relative to the restraining member is applied to the paint that is the member to be displayed. It is a figure which shows the time of displaying with a linear mark. 図11は、建物の横荷重が作用したとき建物が変形することを示す図1と同様の図である。FIG. 11 is a view similar to FIG. 1 showing that the building is deformed when a lateral load is applied to the building. 図12は、制振装置の別実施形態に係る設置状態を示す図1と同様の図である。FIG. 12 is a view similar to FIG. 1 illustrating an installation state according to another embodiment of the vibration damping device. 図13は、被表示部材についての別実施形態を示す図9と同様の図である。FIG. 13 is a view similar to FIG. 9 showing another embodiment of the display member. 図14は、表示部材についての別実施形態を示す図13と同様の図である。FIG. 14 is a view similar to FIG. 13 showing another embodiment of the display member. 図15は、表示部材についてのさらなる別実施形態を示す図13と同様の図である。FIG. 15 is a view similar to FIG. 13 showing still another embodiment of the display member.

以下に本発明を実施するための形態を図面に基づいて説明する。図1には、本発明の一実施形態に係る変形量検出装置50が取り付けられた制振装置1が、構築物である建物に設置されているときの状態が示されている。この建物は、左右の間隔をあけて立設されているH型鋼等による柱2,3と、これらの柱2,3の間に上下の間隔をあけて架設されているI型鋼又はH型鋼等による梁4,5とが構造材となって構築されており、柱2と梁5との接合箇所には、ガセットプレート6が設けられ、柱3と梁4との接合箇所には、ガセットプレート7が設けられている。これらの柱2,3と梁4,5とガセットプレート6,7は、建物を構成する構成部材となっている。   EMBODIMENT OF THE INVENTION Below, the form for implementing this invention is demonstrated based on drawing. FIG. 1 shows a state in which a vibration damping device 1 to which a deformation amount detection device 50 according to an embodiment of the present invention is attached is installed in a building that is a structure. This building consists of pillars 2 and 3 made of H-shaped steel, etc., standing upright and spaced apart from each other, and I-shaped steel or H-shaped steel, etc. The beams 4 and 5 are constructed as structural materials. A gusset plate 6 is provided at the joint between the column 2 and the beam 5, and a gusset plate is provided at the joint between the column 3 and the beam 4. 7 is provided. These columns 2 and 3, beams 4 and 5, and gusset plates 6 and 7 are components constituting the building.

また、これらの構成部材のうち、ガセットプレート6,7は、本実施形態の制振装置1を建物の2つの箇所の間に架け渡すために、この建物に設けられた板状の部材であり、ガセットプレート6,7は高さの差をもって建物に配設されているため、柱2,3と梁4,5からなる四角形フレームの内側に配置されている制振装置1は、水平方向に対する傾き角度をもって建物に設置され、また、この制振装置1は、柱2,3と梁4,5とで形成される鉛直構面内に配置されている。   Of these structural members, the gusset plates 6 and 7 are plate-like members provided in the building in order to bridge the vibration damping device 1 of the present embodiment between two locations of the building. Since the gusset plates 6 and 7 are arranged in the building with a difference in height, the vibration damping device 1 arranged inside the square frame made up of the columns 2 and 3 and the beams 4 and 5 The vibration control device 1 is installed in a building with an inclination angle, and is disposed in a vertical plane formed by the columns 2 and 3 and the beams 4 and 5.

図2には、制振装置1だけが示されており、この制振装置1は、拘束部材10の内部に芯材20を、この芯材20の長さ方向の両端部20A,20Bを外部に露出させて移動自在に挿通したものであり、このため、拘束部材10が配置されている箇所では、芯材20の外周が、芯材20の長さ方向が長さ方向となっている拘束部材10により覆われている。拘束部材10は、アルミ又はアルミ合金の押し出し成形品又は引き抜き成形品を所定の長さ寸法で切断したものであり、このため、拘束部材10は、拘束部材10の長さ方向と直交する箇所における断面形状が同一形状となって拘束部材10の長さ方向に連続したものとなっており、この断面形状は、拘束部材10の長さ方向の一方の端部から他方の端部まで連続している。   FIG. 2 shows only the vibration damping device 1. The vibration damping device 1 has a core member 20 inside the restraining member 10, and both end portions 20 </ b> A and 20 </ b> B in the length direction of the core member 20 are externally attached. For this reason, the outer periphery of the core member 20 is restrained such that the length direction of the core member 20 is the length direction at the place where the restraint member 10 is disposed. Covered by the member 10. The restraining member 10 is obtained by cutting an extruded product or a pultruded product of aluminum or an aluminum alloy with a predetermined length. For this reason, the restraining member 10 is located at a position orthogonal to the length direction of the restraining member 10. The cross-sectional shape is the same shape and is continuous in the length direction of the restraining member 10, and this cross-sectional shape is continuously from one end portion in the length direction of the restraining member 10 to the other end portion. Yes.

図3には芯材20が示されており、(A)は芯材20の平面図であり、(B)は芯材20の正面図である。芯材20は、細長の板状となっている2個の芯部材21の間に、2個の板状のスペース部材22を介入配置したものであり、これらの2個の芯部材21とスペース部材22は、板厚方向に重ね合されて溶接で結合されている。そして、芯材20は、図3(A)からも分かるように、芯材20全体でも細長の板状となっており、芯部材21とスペース部材22のそれぞれの厚さ方向は、建物の板状の構成部材となっているガセットプレート6,7の厚さ方向と同じ方向である。金属製の2個の芯部材21は、同じ材質、同じ寸法及び同じ形状で形成されており、それぞれの芯部材21の長さ方向の途中箇所、一層具体的には、それぞれの芯部材21の長さ方向の中央箇所には、芯材20の長さ方向と直交する方向である上下方向の幅寸法が小さくなっているくびれ部21Aが設けられ、このくびれ部21Aは、後述するように地震等による引っ張り力や圧縮力が芯材20に軸力として作用したときに塑性変形する塑性化部となっており、芯部材21の長さ方向への長さをもって形成されているくびれ部21Aの長さ方向両側は、芯部材21の長さ方向の端部に向かって上下方向の幅寸法が次第に大きくなる幅寸法拡大部21B,21Cとなっている。   3 shows the core material 20, (A) is a plan view of the core material 20, and (B) is a front view of the core material 20. The core member 20 is formed by interposing two plate-shaped space members 22 between two core members 21 each having an elongated plate shape, and the two core members 21 and the space. The member 22 is overlapped in the plate thickness direction and joined by welding. As can be seen from FIG. 3 (A), the core member 20 is also formed into an elongated plate shape as a whole, and the thickness direction of each of the core member 21 and the space member 22 is the board of the building. It is the same direction as the thickness direction of the gusset plates 6 and 7 which are the structural members. The two metal core members 21 are formed of the same material, the same size, and the same shape, and more specifically in the middle of the length direction of each core member 21, more specifically, each core member 21. At the central portion in the length direction, there is provided a constricted portion 21A in which the width dimension in the vertical direction, which is a direction orthogonal to the length direction of the core member 20, is reduced. This constricted portion 21A is an earthquake as described later. It becomes a plasticized portion that undergoes plastic deformation when a tensile force or a compressive force due to the above acts as an axial force on the core member 20, and the constricted portion 21 </ b> A formed with a length in the length direction of the core member 21. The both sides in the length direction are width dimension enlarged portions 21B and 21C in which the width dimension in the vertical direction gradually increases toward the end in the length direction of the core member 21.

これらの幅寸法拡大部21B,21Cの長さ方向外側は、幅寸法拡大部21B,21Cの最大幅寸法と同じ幅寸法で芯部材21の長さ方向の端部に向かって延出している延出部21D,21Eとなっており、これらの延出部21D,21Eのうち、芯部材21の長さ方向の端部の近傍には、芯材20の長さ方向の両端部20A,20Bをガセットプレート6,7に結合するための結合具30(図1を参照)となっているボルトの軸部を挿通するためのボルト孔23が複数形成されている。   The outer side in the length direction of these width dimension enlarged portions 21B and 21C is the same width dimension as the maximum width dimension of the width dimension enlarged portions 21B and 21C and extends toward the end in the length direction of the core member 21. The extension portions 21D and 21E are provided, and, of these extension portions 21D and 21E, in the vicinity of the end portion in the length direction of the core member 21, both end portions 20A and 20B in the length direction of the core member 20 are provided. A plurality of bolt holes 23 are formed through which the shaft portions of the bolts serving as the couplers 30 (see FIG. 1) for coupling to the gusset plates 6 and 7 are inserted.

上述したように2個の芯部材21の間に配置されていて、これらの芯部材21に溶接で結合されている板状のスペース部材22は、図3(A)及び(B)に示されているように、芯材20の長さ方向に離れて2個あり、これらのスペース部材22は、芯部材21の延出部21D,21Eのうち、ボルト孔23が形成されていない箇所に配設されている。このため、スペース部材22は、芯材20の長さ方向の両端部20A,20Bをガセットプレート6,7に結合具30で結合したときに、ガセットプレート6,7と干渉しない箇所、言い換えると、ガセットプレート6,7を避けることができる箇所において、芯材20に配設されている。また、これらのスペース部材22が配設されている芯材20における箇所は、それぞれの芯部材21の上述した塑性化部となっているくびれ部21Aから外れた箇所になっており、これらのスペース部材22の配設箇所は、このくびれ部21Aと連続して芯部材21に形成されている幅寸法拡大部21B,21Cからも外れた箇所になっている。   As described above, the plate-shaped space member 22 disposed between the two core members 21 and connected to the core members 21 by welding is shown in FIGS. 3 (A) and 3 (B). As shown in the figure, two space members 22 are separated in the length direction of the core member 20, and these space members 22 are arranged in the extended portions 21 </ b> D and 21 </ b> E of the core member 21 where the bolt holes 23 are not formed. It is installed. For this reason, the space member 22 does not interfere with the gusset plates 6 and 7 when the both ends 20A and 20B in the length direction of the core member 20 are coupled to the gusset plates 6 and 7 with the coupler 30, in other words, It is arranged on the core member 20 at a place where the gusset plates 6 and 7 can be avoided. Moreover, the location in the core material 20 in which these space members 22 are disposed is a location separated from the constricted portion 21 </ b> A which is the plasticized portion of each core member 21. The location where the member 22 is disposed is a location which is also distant from the width dimension enlarged portions 21B and 21C formed in the core member 21 continuously with the constricted portion 21A.

また、この実施形態の芯材20では、それぞれの芯部材21が、これらの芯材20の長さ方向の中央部において、連結手段40によって厚さ方向に連結され、この連結手段40は、上下2個設けられている。図4には、連結手段40の構造が分解斜視図として示されている。それぞれの芯部材21のくびれ部21Aの上下部には突起21Fが形成され、2個の芯部材21の間には、これらの突起21Fの箇所において、長寸ナット41が介入配置されている。2個の芯部材21のそれぞれの突起21Fには、孔21Gが形成されており、それぞれの芯部材21ごとに用意された2本のボルト39の軸部39Aを、突起21Fの外面に当接させた筒状部材43の内部に挿入した後に、さらに孔21Gにも挿入し、これらのボルト39の軸部39Aを長寸ナット41に螺入して締め付けることにより、2個の芯部材21は、くびれ部21Aにおいて、長寸ナット41やボルト39等で構成される連結手段40により連結される。図4では、芯部材21の上下両部分に設けられている突起21Fのうち、上側の突起21Fと対応して長寸ナット41とボルト39と筒状部材43が示されているが、これらの長寸ナット41とボルト39と筒状部材43は、下側の突起21Fに対しても設けられている。   Further, in the core member 20 of this embodiment, the respective core members 21 are connected in the thickness direction by the connecting means 40 at the central portion in the length direction of the core members 20. Two are provided. FIG. 4 shows the structure of the connecting means 40 as an exploded perspective view. Projections 21F are formed at the upper and lower portions of the constricted portion 21A of each core member 21, and a long nut 41 is interposed between the two core members 21 at the positions of these projections 21F. A hole 21G is formed in each protrusion 21F of the two core members 21, and the shaft portions 39A of the two bolts 39 prepared for each core member 21 are brought into contact with the outer surface of the protrusion 21F. After being inserted into the cylindrical member 43, the two core members 21 are inserted into the holes 21G and the shaft portions 39A of these bolts 39 are screwed into the long nuts 41 and tightened. The constricted portion 21A is connected by connecting means 40 including a long nut 41, a bolt 39, and the like. In FIG. 4, the long nut 41, the bolt 39, and the cylindrical member 43 are shown corresponding to the upper protrusion 21 </ b> F among the protrusions 21 </ b> F provided on the upper and lower portions of the core member 21. The long nut 41, the bolt 39, and the cylindrical member 43 are also provided for the lower protrusion 21F.

なお、図4では、孔21Gに挿入されるボルト39の軸部39Aを、上下方向からこの孔21Gに挿入することができるようにするために、孔21Gは溝21Hにより外部に連通したものとなっているが、このような溝21Hは省略してもよい。   In FIG. 4, the hole 21 </ b> G is communicated to the outside by a groove 21 </ b> H so that the shaft portion 39 </ b> A of the bolt 39 inserted into the hole 21 </ b> G can be inserted into the hole 21 </ b> G from above and below. However, such a groove 21H may be omitted.

芯部材21の材質は、制振装置1が設置される建物に求められる制振性能に応じて適宜に選択され、その一例は、JIS規格でSN490BやSN400Bである。また、スペース部材22は、芯部材21と同じ材質の金属で製造してもよく、芯部材21とは異なる金属で製造してもよい。   The material of the core member 21 is appropriately selected according to the damping performance required for the building where the damping device 1 is installed, and one example thereof is SN490B or SN400B according to JIS standards. The space member 22 may be made of the same material as the core member 21 or may be made of a metal different from the core member 21.

図5は、図2のS5−S5線断面図であって、芯材20におけるスペース部材22が配設されている箇所での断面図であり、図6は、図2のS6−S6線断面図であって、芯材20の芯部材21におけるくびれ部21Aでの断面図である。前述したように、アルミ又はアルミ合金の押し出し成形品又は引き抜き成形品となっている拘束部材10は、図5及び図6に示されているように、八角形の閉断面形状を有する外輪郭部10Aの内部に、上下方向に延びる2個の隔壁部10B,10Cが芯材20の厚さ方向に離間して平行に形成されたものとなっている。これらの隔壁部10B,10Cの間は、芯材20が挿通された縦長の挿通部11となっており、また、隔壁部10B,10Cよりも芯材20の厚さ方向両側は、複数のリブ部10Dにより補強された空間部12,13となっている。挿通部11と空間部12,13のうち、挿通部11だけに充填材(グラウト材)としてモルタル14が充填されており、このため、芯材20の全長のうち、拘束部材10に覆われている箇所の外周は、モルタル14によっても覆われている。   5 is a cross-sectional view taken along the line S5-S5 of FIG. 2, and is a cross-sectional view of the core member 20 where the space member 22 is disposed. FIG. 6 is a cross-sectional view taken along the line S6-S6 of FIG. FIG. 3 is a cross-sectional view of the core member 21 of the core member 20 at a constricted portion 21A. As described above, as shown in FIGS. 5 and 6, the restraining member 10 that is an extruded product or a pultruded product of aluminum or aluminum alloy has an outer contour portion having an octagonal closed cross-sectional shape. Two partition walls 10B, 10C extending in the vertical direction are formed in parallel within the 10A, spaced apart in the thickness direction of the core member 20 and parallel to each other. Between the partition portions 10B and 10C, a vertically long insertion portion 11 through which the core member 20 is inserted is provided, and a plurality of ribs are provided on both sides in the thickness direction of the core member 20 relative to the partition portions 10B and 10C. The space portions 12 and 13 are reinforced by the portion 10D. Of the insertion part 11 and the space parts 12 and 13, only the insertion part 11 is filled with mortar 14 as a filler (grouting material), and therefore, the entire length of the core material 20 is covered by the restraining member 10. The outer periphery of the location is also covered with mortar 14.

また、芯材20の外面には、言い換えると、拘束部材10の挿通部11に挿通されていて、外周がモルタル14によって覆われている2本の芯部材21とスペース部材22の外面には、これらの外面にモルタル14が付着することを防止し、芯材20が拘束部材10及びモルタル14に対し移動することを許容するためのクリアランス材(アンボンド材)25が固定されている。   In addition, on the outer surface of the core member 20, in other words, on the outer surfaces of the two core members 21 that are inserted through the insertion portion 11 of the restraining member 10 and whose outer periphery is covered with the mortar 14 and the space member 22, A clearance material (unbond material) 25 for preventing the mortar 14 from adhering to these outer surfaces and allowing the core material 20 to move relative to the restraining member 10 and the mortar 14 is fixed.

また、図2に示されているように、拘束部材10の長さ方向の両端面には、蓋部材15がビス等の止着具により取り付けられ、これらの蓋部材15には、2個の芯部材21とスペース部材22を貫通させるための窓孔が形成されており、これらの窓孔から、2個の芯部材21とスペース部材22とからなる芯材20の両端部20A,20Bが拘束部材10の外部へ突出している。   In addition, as shown in FIG. 2, lid members 15 are attached to both end surfaces of the restraining member 10 in the length direction by fastening devices such as screws, and these lid members 15 have two pieces. Window holes for penetrating the core member 21 and the space member 22 are formed, and both end portions 20A and 20B of the core member 20 composed of the two core members 21 and the space member 22 are constrained from these window holes. Projecting to the outside of the member 10.

図1に示されているように、芯材20の両端部20A,20Bが建物の構成部材となっているガセットプレート6,7に結合具30で結合されることにより、制振装置1が建物に設置されているときに、地震や風圧による横荷重Fが建物に作用すると、柱2,3と梁4,5によって形成されている四角フレームが変形し、芯材20に軸力として作用する引っ張り力や圧縮力により、芯材20の構成部材となっている2個の芯部材21に塑性化部として設けられているくびれ部21Aが降伏点を越えて塑性変形し、くびれ部21Aの軸方向塑性変形である引っ張り塑性変形や圧縮塑性変形により、横荷重Fによる建物の振動エネルギは吸収、減衰されるため、建物の振動は抑制される。また、芯材20に大きな圧縮力が作用したときに、芯材20がこの芯材の長さ方向と角度をなす方向に大きく変形することは、モルタル14及び拘束部材10により拘束され、芯材20が大きく横座屈することが防止される。   As shown in FIG. 1, both ends 20A and 20B of the core member 20 are joined to gusset plates 6 and 7 which are constituent members of a building by a coupling tool 30, whereby the vibration damping device 1 is built. When a lateral load F due to an earthquake or wind pressure is applied to the building while it is installed, the square frame formed by the columns 2 and 3 and the beams 4 and 5 is deformed and acts on the core 20 as an axial force. The constricted portion 21A provided as a plasticizing portion in the two core members 21 constituting the core member 20 is plastically deformed beyond the yield point by the tensile force or the compressive force, and the shaft of the constricted portion 21A. The vibration energy of the building due to the lateral load F is absorbed and damped by tensile plastic deformation and compressive plastic deformation, which are directional plastic deformation, so that the vibration of the building is suppressed. Further, when a large compressive force is applied to the core material 20, the core material 20 is largely deformed in a direction that forms an angle with the length direction of the core material and is restrained by the mortar 14 and the restraining member 10. 20 is prevented from buckling greatly.

なお、本実施形態に係る芯材20は、2本の芯部材21同士を芯材20の長さ方向の中央部で連結手段40により連結したものとなっているため、芯材20に軸力として作用する引っ張り力や圧縮力は、それぞれの芯部材21について、長さ方向の中央部を中心に長さ方向に対称的に生じ、これらの軸力によるそれぞれの芯部材21の引っ張り変形や圧縮変形も、それぞれの芯部材21について、長さ方向の中央部を中心に長さ方向に対称的に生じることになる。   In addition, since the core material 20 which concerns on this embodiment has connected the two core members 21 with the connection means 40 in the center part of the length direction of the core material 20, axial force is applied to the core material 20. As for each core member 21, the tensile force and the compressive force acting as are generated symmetrically in the length direction around the center in the length direction, and the tensile deformation and compression of each core member 21 due to these axial forces. Deformation also occurs symmetrically in the length direction with respect to the center portion in the length direction for each core member 21.

上述したように横荷重Fが建物に作用して柱2,3と梁4,5からなる四角フレームが変形すると、芯材20は拘束部材10に対して芯材20の長さ方向に引っ張り変形や圧縮変形するため、この変形量を検出するために、図1で示されているように、本実施形態に係る変形量検出装置50が制振装置1に取り付けられている。この変形量検出装置50の制振装置1への取り付けは、芯材20の両端部20A,20Bがガセットプレート6,7に結合具30で結合されることで制振装置1が建物に設置された後に行われるため、制振装置1への変形量検出装置50の取付作業を容易に行えるようにするために、変形量検出装置50は、水平方向に対し傾斜して建物に設置されている制振装置1の長さ方向の両端部のうち、下側の端部に取り付けられている。   As described above, when the lateral load F acts on the building and the square frame composed of the columns 2, 3 and the beams 4, 5 is deformed, the core material 20 is pulled and deformed in the length direction of the core material 20 with respect to the restraining member 10. In order to detect the deformation amount, the deformation amount detection device 50 according to the present embodiment is attached to the vibration damping device 1 in order to detect the deformation amount. The deformation detecting device 50 is attached to the vibration damping device 1 by connecting the both end portions 20A and 20B of the core member 20 to the gusset plates 6 and 7 with the coupling tool 30 so that the vibration damping device 1 is installed in the building. Therefore, the deformation amount detection device 50 is installed in the building so as to be inclined with respect to the horizontal direction so that the deformation amount detection device 50 can be easily attached to the vibration damping device 1. Of the both ends of the vibration damping device 1 in the length direction, it is attached to the lower end.

図7及び図8には、このように制振装置1の長さ方向の両端部のうち、下側の端部に取り付けられている変形量検出装置50が拡大されて示されている。変形量検出装置50は、拘束部材10に配設された表示部材となっている尖頭状部材51と、芯材20に配設された被表示部材となっていて、尖頭状部材51により拘束部材10に対する芯材20の変形量が表示される塗料52とを含んで構成されたものとなっており、図8の一部拡大図である図9に示されているように、先端が尖頭部51Aとなっていて、棒状部材となっている尖頭状部材51は、この尖頭部51Aが塗料52に接触して拘束部材10に配設されている。   7 and 8, the deformation amount detection device 50 attached to the lower end portion of the both ends in the length direction of the vibration damping device 1 is shown in an enlarged manner. The deformation amount detection device 50 is a pointed member 51 serving as a display member disposed on the restraining member 10 and a member to be displayed disposed on the core member 20. As shown in FIG. 9 which is a partially enlarged view of FIG. 8, the tip is formed. The pointed member 51 which is a pointed head 51 </ b> A and is a rod-shaped member is disposed on the restraining member 10 with the pointed head 51 </ b> A contacting the paint 52.

そして、尖頭状部材51を拘束部材10に配設することは、本実施形態では、拘束部材10の長さ方向の両端面に結合されている前述の蓋部材15のうち、拘束部材10の下側の端面に結合されている蓋部材15に取り付けられた板状の連結部材53を介して行われ、このため、尖頭状部材51は、連結部材53と蓋部材15を介して拘束部材10に取り付けられている。連結部材53は、芯材20と直角又は略直角をなし、蓋部材15に接着やビス等で止着されたベース部53Aと、芯材20と平行又は略平行となっている保持部53Bと、これらのベース部53Aと保持部53Bとを湾曲して繋いでいる湾曲部53Cとからなる。尖頭部51Aを除く全部又は略全部の外周面に雄ねじ51Bが刻設されている尖頭状部材51は、保持部53Bに形成されている孔に挿入され、保持部53Bを挟んで雄ねじ51Bに螺合されている2個のナット54の締め付けにより、尖頭状部材51は連結部材53の保持部53Bに固定保持されている。   In the present embodiment, the pointed member 51 is disposed on the restraining member 10. Of the lid members 15 coupled to both end faces in the length direction of the restraining member 10, This is performed via a plate-like connecting member 53 attached to the lid member 15 coupled to the lower end surface. For this reason, the pointed member 51 is a restraining member via the connecting member 53 and the lid member 15. 10 is attached. The connecting member 53 forms a right angle or a substantially right angle with the core member 20, and a base portion 53 </ b> A fixed to the lid member 15 with an adhesive or a screw, and a holding portion 53 </ b> B that is parallel or substantially parallel to the core member 20. The base portion 53A and the holding portion 53B are curved and connected to a curved portion 53C. The pointed member 51 having the male screw 51B engraved on all or substantially the entire outer peripheral surface except the pointed head 51A is inserted into a hole formed in the holding portion 53B, and the male screw 51B is sandwiched between the holding portion 53B. The pointed member 51 is fixedly held by the holding portion 53 </ b> B of the connecting member 53 by tightening the two nuts 54 that are screwed together.

尖頭状部材51により拘束部材10に対する芯材20の変形量が表示される塗料52は、図9に示されているように、芯材20の構成部材として平行に配置されている2個の芯部材21のうち、尖頭状部材51側に配置されている芯部材21における外面21J、すなわち、尖頭状部材51を保持している連結部材53の保持部53Bと対面する芯部材21の外面21Jに塗布されている。本実施形態に係るこの塗料52は、塗り重ねられた色違いの2種類の塗料52A,52Bからなり、芯部材21の外面21Jに直接塗布されている下層の塗料52Aは、例えば、白色塗料であり、この下層の塗料52Aの上に塗り重ねられている表層の塗料52Bは、例えば、黒色塗料であり、表層の塗料52Bに対して下層の塗料52Aは目立つ色となっている。   As shown in FIG. 9, the coating 52 in which the deformation amount of the core member 20 with respect to the restraining member 10 is displayed by the pointed member 51 includes two pieces arranged in parallel as constituent members of the core member 20. Of the core member 21, the outer surface 21 </ b> J of the core member 21 disposed on the pointed member 51 side, that is, the holding member 53 </ b> B of the connecting member 53 that holds the pointed member 51. It is applied to the outer surface 21J. The paint 52 according to the present embodiment is composed of two kinds of paints 52A and 52B of different colors, and the lower-layer paint 52A applied directly to the outer surface 21J of the core member 21 is, for example, a white paint. The surface layer paint 52B applied over the lower layer paint 52A is, for example, a black paint, and the lower layer paint 52A has a conspicuous color with respect to the surface layer paint 52B.

表示部材となっている尖頭状部材51を連結部材53の保持部53Bに固定保持させることは、芯部材21の外面21Jに2種類の塗料52A,52Bを被表示部材として塗布することにより設けて、これらの塗料52A,52Bが乾燥固化した後に行われる。尖頭状部材51を連結部材53の保持部53Bに固定保持させるためには、はじめに、尖頭状部材51の尖頭部51Aを塗料52側に向けて、この尖頭状部材51を、ベース部53Aが拘束部材10の蓋部材15に止着されている連結部材53の保持部53Bに形成されている前述の孔に挿入することにより、尖頭状部材51の尖頭部51Aを表層の塗料52Bに接触させる。次いで、保持部53Bを挟んで雄ねじ51Bに螺合させておいた2個のナット54を回転操作することにより、保持部53Bを、前述の湾曲部53Cを中心に塗料52から離れる方向に傾斜させて、図10に示されているように、この保持部53Bを、塗料52が塗布されている芯部材21の外面21Jに対して角度θ分傾斜させ、この後に、2個のナット54の締め付け操作を行うことにより、尖頭状部材51を連結部材53の保持部53Bに固定保持させる。   The pointed member 51 serving as a display member is fixedly held on the holding portion 53B of the connecting member 53 by applying two types of paints 52A and 52B as display members to the outer surface 21J of the core member 21. The coatings 52A and 52B are performed after drying and solidifying. In order to fix and hold the pointed member 51 on the holding portion 53B of the connecting member 53, first, the pointed member 51A is directed to the paint 52 side, and the pointed member 51 is moved to the base. By inserting the portion 53A into the hole formed in the holding portion 53B of the connecting member 53 fixed to the lid member 15 of the restraining member 10, the pointed head 51A of the pointed member 51 is Contact the paint 52B. Next, by rotating the two nuts 54 screwed into the male screw 51B with the holding portion 53B interposed therebetween, the holding portion 53B is inclined in a direction away from the paint 52 around the curved portion 53C. As shown in FIG. 10, the holding portion 53B is inclined by an angle θ with respect to the outer surface 21J of the core member 21 to which the paint 52 is applied, and then the two nuts 54 are tightened. By performing the operation, the pointed member 51 is fixedly held by the holding portion 53 </ b> B of the connecting member 53.

このようにして尖頭状部材51を連結部材53の保持部53Bに固定保持させたときには、保持部53Bは湾曲部53Cを中心に塗料52Aから離れる方向に角度θ分傾斜しているため、板状の金属製の部品となっている連結部材53のばね性により、尖頭状部材51の先端の尖頭部51Aは塗料52に弾圧接触しているとともに、この尖頭部51Aは、図10に示されているように、表層の塗料52Bを貫通して下層の塗料52Aに達している。   Thus, when the pointed member 51 is fixedly held by the holding portion 53B of the connecting member 53, the holding portion 53B is inclined by an angle θ in the direction away from the paint 52A around the curved portion 53C. Due to the spring property of the connecting member 53, which is a metal part, the pointed head 51A at the tip of the pointed member 51 is in elastic contact with the paint 52, and the pointed head 51A is shown in FIG. As shown in FIG. 5, the coating material 52B of the lower layer is penetrated to reach the coating material 52A of the lower layer.

以上のようにして尖頭状部材51の尖頭部51Aが表層の塗料52Bを貫通して下層の塗料52Aに達しているときに、前述したように地震や風圧等による横荷重Fが建物に作用して柱2,3と梁4,5からなる四角フレームが変形すると、芯材20は、この芯材20に軸力として作用する引っ張り力や圧縮力により、拘束部材10に対して芯材20の長さ方向に引っ張り変形や圧縮変形するため、図10に示されているように、尖頭状部材51の尖頭部51Aが、下層の塗料52Aと表層の塗料52Bのそれぞれの一部を直線的に削り取り、この削り取りによって塗料52には、直線状のマーク55が尖頭状部材51により付けられることになる。このマーク55の長さ寸法は、芯材20の長さ方向における引っ張り変形量と圧縮変形量との合計値と同じになっている。   As described above, when the pointed head 51A of the pointed member 51 passes through the surface layer paint 52B and reaches the lower layer paint 52A, as described above, the lateral load F due to an earthquake, wind pressure, or the like is applied to the building. When the square frame composed of the columns 2 and 3 and the beams 4 and 5 is deformed by the action, the core material 20 is deformed against the restraining member 10 by a tensile force or a compressive force acting on the core material 20 as an axial force. 10, the tip 51A of the pointed member 51 is part of each of the lower layer paint 52A and the surface layer paint 52B as shown in FIG. The linear mark 55 is attached to the coating material 52 by the pointed member 51. The length dimension of the mark 55 is the same as the total value of the tensile deformation amount and the compression deformation amount in the length direction of the core member 20.

図11には、横荷重Fが建物に作用することにより、建物内の上層のA点、B点が下層に対してA’点、B’点に水平移動したときを示している。下層に対する上層の水平方向へのずれ量となっているB点とB’点との間の距離L1は、柱2と柱3との間の距離や制振装置1の全体長さ寸法等と比較して極めて小さいため、制振装置1の水平方向に対する設置傾斜角度をαとしたときに、図11における角度βは、傾斜角度αと近似値的に同じであるとみなすことができ、このため、距離L1と、横荷重Fにより芯材20が拘束部材10に対して引っ張り変形する変形量L2は、L2/L1=cosαの関係となる。   FIG. 11 shows a case where the upper point A and point B in the building move horizontally to the points A ′ and B ′ with respect to the lower layer due to the lateral load F acting on the building. The distance L1 between the point B and the point B ′, which is the horizontal displacement amount of the upper layer with respect to the lower layer, is the distance between the column 2 and the column 3, the overall length dimension of the vibration damping device 1, etc. Since the installation inclination angle with respect to the horizontal direction of the vibration damping device 1 is α, the angle β in FIG. 11 can be regarded as being approximately the same as the inclination angle α, since it is extremely small in comparison. Therefore, the distance L1 and the deformation amount L2 that the core member 20 is pulled and deformed by the lateral load F with respect to the restraining member 10 have a relationship of L2 / L1 = cos α.

そして、このときの変形量L2は、横荷重Fによる芯材20全体の引っ張り変形量であり、前述したように、本実施形態に係る芯材20は、2本の芯部材21同士を芯材20の長さ方向の中央部で連結手段40により連結したものとなっているため、この長さ方向の中央部を中心に芯材20には同じ長さの引っ張り変形量が対称的に生じ、これらの引っ張り変形量の合計値が、図11で示されている芯材20全体の引っ張り変形量L2となっている。また、変形量検出装置50の尖頭状部材51により塗料52に付けられる直線状のマーク55には、地震等の発生時において、芯材20に引っ張り変形と交互に生ずるや圧縮変形による分が含まれており、この圧縮変形による圧縮変形量は、引っ張り変形量と同じ又は略同じになっている。   The deformation amount L2 at this time is a tensile deformation amount of the entire core material 20 due to the lateral load F, and as described above, the core material 20 according to the present embodiment includes the two core members 21 between the core materials. Since it is connected by the connecting means 40 at the center part in the length direction of 20, the tensile deformation amount of the same length is generated symmetrically in the core member 20 around the center part in the length direction, The total value of these tensile deformation amounts is the tensile deformation amount L2 of the entire core member 20 shown in FIG. In addition, the linear mark 55 attached to the paint 52 by the pointed member 51 of the deformation amount detecting device 50 has a portion due to the compression deformation or the deformation caused alternately with the tensile deformation in the core member 20 when an earthquake or the like occurs. The amount of compressive deformation due to this compressive deformation is the same as or substantially the same as the amount of tensile deformation.

このため、変形量検出装置50の尖頭状部材51で塗料52に付けられた直線状のマーク55の長さ寸法は、図11の距離L2と同じになり、これにより、本実施形態に係る変形量検出装置50を、前述したように、制振装置1の長さ方向の一方の端部だけに配置しても、下層に対する上層の水平方向へのずれ量となっている距離L1の大きさを、L2/L1=cosαに基づき、L1=L2/cosαとして算出することができる。   For this reason, the length dimension of the linear mark 55 attached to the paint 52 by the pointed member 51 of the deformation amount detection device 50 is the same as the distance L2 in FIG. 11, and according to this embodiment. As described above, even if the deformation amount detection device 50 is arranged only at one end in the length direction of the vibration damping device 1, the distance L1 is a large amount of displacement in the horizontal direction of the upper layer with respect to the lower layer. Can be calculated as L1 = L2 / cosα based on L2 / L1 = cosα.

以上説明したように本実施形態によると、拘束部材10には、表示部材となっている尖頭状部材51を蓋部材15と連結部材53を介して配設し、芯材20には、被表示部材となっている塗料52を塗布したため、地震や風圧等により芯材20が拘束部材10に対して芯材20の長さ方向に変形したときには、塗料52に、尖頭状部材51により芯材20の長さ方向への変形量を示す直線状のマーク55を表示させることができ、これにより、拘束部材10に対する芯材20の変形量を検出することができるため、この検出により、制振装置1が設置されている建物の上下層間の水平方向へのずれ量や、水平方向への揺れ量、さらには、芯材20の塑性変形量、芯材20の破断の有無等を調べることが可能となる。   As described above, according to the present embodiment, the constraining member 10 is provided with the pointed member 51 serving as the display member via the lid member 15 and the connecting member 53, and the core member 20 is covered with the covered member. Since the coating material 52 serving as a display member is applied, when the core material 20 is deformed in the length direction of the core material 20 with respect to the restraining member 10 due to an earthquake, wind pressure, or the like, the core material is applied to the coating material 52 by the pointed member 51. The linear mark 55 indicating the amount of deformation of the material 20 in the length direction can be displayed, whereby the amount of deformation of the core material 20 relative to the restraining member 10 can be detected. Examine the amount of horizontal displacement between the upper and lower layers of the building where the vibration device 1 is installed, the amount of horizontal shaking, the amount of plastic deformation of the core material 20, the presence or absence of breakage of the core material 20, and the like. Is possible.

また、尖頭状部材51は、連結部材53と蓋部材15を介して拘束部材10に配設され、この配設は、連結部材53における尖頭状部材51を保持している保持部53Bを、塗料52が塗布されている芯部材21の外面21Jに対して連結部材53の湾曲部53Cを中心に角度θ分傾斜させることにより、尖頭状部材51の尖頭部51Aを連結部材53自体が有するばね力によって塗料52に弾圧接触させて行っているため、拘束部材10に対する芯材20の長さ方向への変形量が発生した際に、この変形量を尖頭状部材51によって塗料52に明瞭に表示させることができる。   Further, the pointed member 51 is disposed on the restraining member 10 via the connecting member 53 and the lid member 15, and this disposition provides a holding portion 53 </ b> B that holds the pointed member 51 in the connecting member 53. The pointed head 51 </ b> A of the pointed member 51 is inclined by the angle θ around the curved portion 53 </ b> C of the connecting member 53 with respect to the outer surface 21 </ b> J of the core member 21 to which the paint 52 is applied. Therefore, when the deformation amount in the length direction of the core member 20 with respect to the restraining member 10 is generated, the deformation amount is applied to the coating material 52 by the pointed member 51. Can be displayed clearly.

また、尖頭状部材51の尖頭部51Aをばね力によって塗料52に弾圧接触させるための本実施形態の弾性部材は、尖頭状部材51を蓋部材15を介して拘束部材10に連結するための板状の連結部材53となっているため、尖頭状部材51を塗料52に弾圧接触させるための構造を、ばね性を有する板状の部品により構成することができ、この構造を簡単な部品により容易に構成できる。   In addition, the elastic member of the present embodiment for elastically contacting the pointed head 51 </ b> A of the pointed member 51 with the paint 52 by a spring force connects the pointed member 51 to the restraining member 10 via the lid member 15. Therefore, the structure for bringing the pointed member 51 into elastic contact with the paint 52 can be constituted by a plate-like component having spring properties. It can be easily configured with simple parts.

また、尖頭状部材51により芯材20の拘束部材10に対する変形量が表示される被表示部材は、芯材20の1個の芯部材21の外面21Jに塗布された塗料52であるため、この被表示部材を外面21Jに安価なコストで簡単な作業により設けることができる。   In addition, since the display member whose deformation amount with respect to the restraining member 10 of the core member 20 is displayed by the pointed member 51 is the paint 52 applied to the outer surface 21J of one core member 21 of the core member 20, This display member can be provided on the outer surface 21J by a simple operation at a low cost.

また、塗料52は、塗り重ねられた色違いの2種類の塗料52A,52Bからなるため、拘束部材10に対する芯材20の変形量が生じた際に、尖頭状部材51の尖頭部51Aによって表層の塗料52Bが削り取られ、これにより、表層の塗料52Bとは色違いの色となっていて、表層の塗料52Bに対して目立つ色となっている下層の塗料52Aが露出するため、被表示部材となっている塗料52に、拘束部材10に対する芯材20の変形量を示す直線状のマーク55を明瞭に表示できるようになる。   In addition, since the paint 52 is composed of two kinds of paints 52A and 52B of different colors, the pointed head 51A of the pointed member 51 when the deformation amount of the core member 20 with respect to the restraining member 10 occurs. As a result, the surface layer paint 52B is scraped off, and the lower layer paint 52A, which has a different color from the surface layer paint 52B and is conspicuous with respect to the surface layer paint 52B, is exposed. A linear mark 55 indicating the amount of deformation of the core member 20 with respect to the restraining member 10 can be clearly displayed on the paint 52 serving as a display member.

図12は、建物の左右の柱42,43と上下の梁44,45により構成された四角形フレームの内側に、水平方向に対する傾き方向が互いに逆となっている2個の制振装置1を設置した実施形態を示している。この実施形態では、左右の柱42,43間のスパンが大きくなっており、梁44に設けたガセットプレート46に、2個の制振装置1におけるそれぞれの芯材20の一方の端部20Aが結合具30により結合され、2個の制振装置1のうち、一方の制振装置1における芯材20の他方の端部20Bは、柱42と梁45との接合箇所に設けられたガセットプレート47に結合具30により結合され、他方の制振装置1における芯材20の他方の端部20Bは、柱43と梁45との接合箇所に設けられたガセットプレート48に結合具30により結合されている。この実施形態でも、ガセットプレート46,47,48は、柱42,43及び梁44,45と同様に、建物を構成する板状の構成部材となっている。   In FIG. 12, two vibration control devices 1 are installed on the inner side of a rectangular frame composed of the left and right pillars 42 and 43 and the upper and lower beams 44 and 45, the inclination directions with respect to the horizontal direction being opposite to each other. FIG. In this embodiment, the span between the left and right columns 42 and 43 is large, and one end portion 20A of each core member 20 in the two damping devices 1 is formed on the gusset plate 46 provided on the beam 44. The other end 20 </ b> B of the core member 20 in one of the two damping devices 1, which is coupled by the coupler 30, is a gusset plate provided at the joint between the column 42 and the beam 45. The other end 20B of the core member 20 in the other vibration damping device 1 is coupled to the gusset plate 48 provided at the joint between the pillar 43 and the beam 45 by the coupler 30. ing. Also in this embodiment, the gusset plates 46, 47, 48 are plate-like components constituting the building, like the columns 42, 43 and the beams 44, 45.

この実施形態によると、建物に横荷重が作用し、これにより、2個の制振装置1のうち、一方の制振装置1の芯材20に圧縮力が作用したときには、他方の制振装置1の芯材20に引っ張り力が作用し、横荷重の向きが逆になると、一方の制振装置1の芯材20に引っ張り力が作用して、他方の制振装置1の芯材20に圧縮力が作用するため、振動エネルギの吸収が2個の制振装置1により有効に行われ、建物の揺れを一層有効に抑制できる。   According to this embodiment, when a lateral load acts on a building, and a compressive force acts on the core material 20 of one of the two damping devices 1, the other damping device. When a tensile force acts on one core material 20 and the direction of the lateral load is reversed, a tensile force acts on the core material 20 of one vibration damping device 1 and acts on the core material 20 of the other vibration damping device 1. Since the compressive force acts, the vibration energy is effectively absorbed by the two damping devices 1, and the shaking of the building can be more effectively suppressed.

このように2個の制振装置1を、柱42,43及び梁44,45で構成される四角フレームの内部に配置する場合には、本実施形態に係る変形量検出装置50を両方の制振装置1に取り付けもよく、一方の制振装置1だけに取り付けもよい。   As described above, when the two vibration damping devices 1 are arranged inside the square frame constituted by the columns 42 and 43 and the beams 44 and 45, the deformation amount detection device 50 according to the present embodiment is configured to both of the damping devices 1. It may be attached to the vibration device 1 or may be attached only to one vibration damping device 1.

図13には、芯材20の拘束部材10に対する変形量が尖頭状部材51によって表示される被表示部材についての別実施形態が示されている。この実施形態の被表示部材は、金属製の薄板による板部材62となっている。芯材20の芯部材21の外面21Jに両面粘着テープや接着剤等で取り付けられる板部材62は、この板部材62に前述のように尖頭部51Aが弾圧接触する尖頭状部材51により、芯材20の拘束部材10に対する長さ方向の変形量を明瞭に表示できるようにするために、尖頭部51Aが弾圧接触する表面に色つきの表面層を設けたものとなっており、このような板部材62は、例えば、表面に黒色のアルマイト処理が行われたアルミ板や、表面に亜鉛メッキ処理が行われた鉄板や合金板によって得ることができる。また、板部材62は、表面が色つき塗料で塗装された鉄板や合金板でもよい。   FIG. 13 shows another embodiment of the member to be displayed in which the deformation amount of the core member 20 with respect to the restraining member 10 is displayed by the pointed member 51. The display member of this embodiment is a plate member 62 made of a thin metal plate. The plate member 62 attached to the outer surface 21J of the core member 21 of the core member 20 with a double-sided adhesive tape, an adhesive, or the like is formed by the pointed member 51 in which the pointed head 51A is in elastic contact with the plate member 62 as described above. In order to be able to clearly display the amount of deformation in the length direction of the core member 20 with respect to the restraining member 10, a colored surface layer is provided on the surface where the pointed head 51 </ b> A makes an elastic contact. The plate member 62 can be obtained by, for example, an aluminum plate whose surface is black anodized, or an iron plate or alloy plate whose surface is galvanized. The plate member 62 may be an iron plate or an alloy plate whose surface is painted with a colored paint.

この実施形態でも、板部材62は安価であって、芯材20の芯部材21の外面21Jに両面粘着テープや接着剤等で容易に取り付けることができるため、被表示部材を外面21Jに安価なコストで簡単な作業により設けることができる。   Also in this embodiment, the plate member 62 is inexpensive, and can be easily attached to the outer surface 21J of the core member 21 of the core member 20 with a double-sided adhesive tape, an adhesive, or the like. It can be provided by a simple operation at a low cost.

図14は、表示部材となっている尖頭状部材51についての別実施形態を示す。この別実施形態に係る尖頭状部材51は、尖頭部51Aを被表示部材となっている板部材62や図9で示した塗料52に弾圧接触等させるために、2個のナット54を緩めているときに、尖頭状部材51をスパナー等の工具により容易に回転させることができる六角頭部51Cを、尖頭部51Aとは反対側の端部に設けたものとなっている。また、図15の別実施形態に係る尖頭状部材51は、尖頭部51Aとは反対側の端部に、六角頭部51Cの代わりに、ドライバー等の工具を挿入することができる溝51Dを設けたものとなっている。
これらの六角頭部51Cや溝51Dにより、2個のナット54を緩めているときに、尖頭状部材51を工具により容易に回転させることができるため、尖頭部51Aを被表示部材に弾圧接触させる作業を容易に行うことができる。
FIG. 14 shows another embodiment of the pointed member 51 serving as a display member. The pointed member 51 according to another embodiment includes two nuts 54 in order to bring the pointed head 51A into elastic contact with the plate member 62 serving as a display member or the paint 52 shown in FIG. A hexagonal head 51C that can easily rotate the pointed member 51 with a tool such as a spanner when loosened is provided at the end opposite to the pointed head 51A. Further, the pointed member 51 according to another embodiment of FIG. 15 has a groove 51D into which a tool such as a screwdriver can be inserted instead of the hexagonal head 51C at the end opposite to the pointed head 51A. It has become that.
When the two nuts 54 are loosened by the hexagonal head 51C and the groove 51D, the pointed member 51 can be easily rotated by a tool, and the pointed head 51A is elastically pressed against the display member. The contact operation can be easily performed.

また、以上説明したそれぞれの実施形態の尖頭状部材51は、この尖頭状部材51が挿入された孔が形成されている連結部材53の保持部53Bに2個のナット54により固定保持されるものとなっていたが、保持部53Bに雌ねじ孔を形成し、この雌ねじ孔に尖頭状部材51の外周に形成されている雄ねじ51Bを螺合させて、尖頭状部材51をこの雌ねじ孔に単に挿入させるだけの構造としてもよい。   Further, the pointed member 51 of each embodiment described above is fixed and held by the two nuts 54 to the holding portion 53B of the connecting member 53 in which the hole into which the pointed member 51 is inserted is formed. However, a female screw hole is formed in the holding portion 53B, a male screw 51B formed on the outer periphery of the pointed member 51 is screwed into the female screw hole, and the pointed member 51 is attached to the female screw. It is good also as a structure which only makes it insert in a hole.

本発明は、地震や風圧等による構築物の揺れを抑えるための制振装置であって、芯材の外周を囲む拘束部材に対して芯材が長さ方向に変形することで振動エネルギを吸収する制振装置について、芯材の長さ方向の変形量を検出するために利用することができる。   The present invention is a vibration damping device for suppressing shaking of a structure due to an earthquake, wind pressure, etc., and absorbs vibration energy by deforming the core member in the length direction with respect to a restraining member surrounding the outer periphery of the core member. About a damping device, it can utilize in order to detect the deformation | transformation amount of the length direction of a core material.

1 制振装置
6,7,46,47,48 構築物の構成部材であるガセットプレート
10 拘束部材
11 挿通部
14 充填材であるモルタル
15 蓋部材
20 芯材
21 芯部材
22 スペース部材
50 変形量検出装置
51 表示部材である尖頭状部材
51A 尖頭部
52 被表示部材である塗料
52A,52B 塗り重ねられた色違いの塗料
53 弾性部材でもある連結部材
55 直線状のマーク
62 被表示部材である板部材


DESCRIPTION OF SYMBOLS 1 Damping device 6, 7, 46, 47, 48 Gusset plate which is a structural member of a structure 10 Restriction member 11 Insertion part 14 Mortar which is a filler 15 Lid member 20 Core material 21 Core member 22 Space member 50 Deformation amount detection apparatus 51 Pointed member that is a display member 51A Pointed head 52 Paint that is a display member 52A, 52B Paint of different colors 53 A connecting member that is also an elastic member 55 Linear mark 62 A plate that is a member to be displayed Element


Claims (8)

構築物を構成する2つの構成部材の間に配置され、長さ方向の一方の端部が、前記2つの構成部材のうち、一方の構成部材に結合されているとともに、前記長さ方向の他方の端部が、前記2つの構成部材のうち、他方の構成部材に結合され、かつ軸力の作用による塑性変形により前記構築物の振動エネルギを吸収して振動を抑制するための芯材と、この芯材の外周を、前記芯材の前記長さ方向が長さ方向となって覆っているとともに、前記芯材に圧縮力が作用したときに、前記芯材がこの芯材の前記長さ方向と角度をなす方向に変形することを拘束するための拘束部材と、を含んで構成されている制振装置の前記芯材の前記拘束部材に対する前記芯材の前記長さ方向への変形量を検出するための変形量検出装置であって、
前記拘束部材と前記芯材とのうち、一方に配設された表示部材と、他方に配設され、前前記変形量が前記表示部材により表示される被表示部材とを含んで構成されていることを特徴とする制振装置の変形量検出装置。
It is arranged between two constituent members constituting the structure, and one end portion in the length direction is coupled to one of the two constituent members, and the other end in the length direction. A core member whose end is coupled to the other component of the two component members and absorbs vibration energy of the structure by plastic deformation due to the action of an axial force and suppresses vibration, and the core The outer circumference of the core material is covered with the length direction of the core material, and when a compressive force is applied to the core material, the core material is in the length direction of the core material. And a restraining member for restraining deformation in a direction that forms an angle, and detecting a deformation amount of the core material in the length direction with respect to the restraining member of the core material of a vibration damping device configured to include a restraining member A deformation amount detecting device for
A display member disposed on one of the restraining member and the core member, and a display member disposed on the other and having the previous deformation amount displayed by the display member. A deformation amount detecting device for a vibration damping device.
請求項1に記載の制振装置の変形量検出装置において、前記表示部材は、前記被表示部材に弾圧接触していることを特徴とする制振装置の変形量検出装置。   The deformation amount detection device for a vibration damping device according to claim 1, wherein the display member is in elastic contact with the member to be displayed. 請求項2に記載の制振装置の変形量検出装置において、前記表示部材は、この表示部材を前記被表示部材に弾圧接触させるための弾性部材を介して、前記拘束部材と前記芯材とのうち、前記一方に取り付けられていることを特徴とする制振装置の変形量検出装置。   The deformation amount detection device for a vibration damping device according to claim 2, wherein the display member includes an elastic member for elastically contacting the display member with the member to be displayed, and the restraining member and the core member. Of these, the deformation detecting device for a vibration damping device is attached to the one side. 請求項3に記載の制振装置の変形量検出装置において、前記弾性部材は、前記表示部材と、前記拘束部材と前記芯材とのうち、前記一方とを連結する板状の連結部材であり、この板状の連結部材は、前記表示部材を前記被表示部材に弾圧接触させるためのばね性を有していることを特徴とする制振装置の変形量検出装置。   The deformation detection device for a vibration damping device according to claim 3, wherein the elastic member is a plate-like connecting member that connects the display member, the restraining member, and the one of the core members. The plate-shaped connecting member has a spring property for bringing the display member into elastic contact with the member to be displayed. 請求項1〜4のいずれかに記載の制振装置の変形量検出装置において、前記表示部材は尖頭状部材であり、この尖頭状部材が、前記尖頭状部材の尖頭部により前記被表示部材の一部を削ることにより、前記変形量を示す直線状のマークが前記被表示部材に付けられることを特徴とする制振装置の変形量検出装置。   The deformation detection device for a vibration damping device according to any one of claims 1 to 4, wherein the display member is a pointed member, and the pointed member is formed by the pointed portion of the pointed member. A deformation amount detection device for a vibration damping device, wherein a linear mark indicating the deformation amount is attached to the display member by cutting a part of the display member. 請求項5に記載の制振装置の変形量検出装置において、前記被表示部材は、前記拘束部材と前記芯材とのうち、前記他方に塗布された塗料によるものとなっていることを特徴とする制振装置の変形量検出装置。   The deformation detection device for a vibration damping device according to claim 5, wherein the display member is made of a paint applied to the other of the restraining member and the core member. A deformation amount detection device for a vibration damping device. 請求項7に記載の制振装置の変形量検出装置において、前記塗料は、塗り重ねられた色違いの少なくとも2種類の塗料となっていることを特徴とする制振装置の変形量検出装置。   8. The deformation amount detection device for a vibration damping device according to claim 7, wherein the paint is at least two types of paints of different colors that are repainted. 請求項5に記載の制振装置の変形量検出装置において、前記被表示部材は、前記拘束部材と前記芯材とのうち、前記他方に取り付けられた板部材となっていることを特徴とする制振装置の変形量検出装置。   The deformation detection device for a vibration damping device according to claim 5, wherein the display member is a plate member attached to the other of the restraining member and the core member. Deformation detection device for vibration control device.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020095879A1 (en) * 2000-10-23 2002-07-25 Fanucci Jerome P. Low cost, light weight, energy-absorbing earthquake brace
JP2008274684A (en) * 2007-05-02 2008-11-13 Daiwa House Ind Co Ltd Inspection device of buckling restricting brace
JP2009293718A (en) * 2008-06-06 2009-12-17 Chugoku Electric Power Co Inc:The Safety valve and power generation plant

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3178733U (en) 2012-07-17 2012-09-27 新日鉄エンジニアリング株式会社 Displacement measuring device and brace device
JP6202663B2 (en) 2012-12-04 2017-09-27 高田機工株式会社 Displacement measuring device for damping damper

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020095879A1 (en) * 2000-10-23 2002-07-25 Fanucci Jerome P. Low cost, light weight, energy-absorbing earthquake brace
JP2008274684A (en) * 2007-05-02 2008-11-13 Daiwa House Ind Co Ltd Inspection device of buckling restricting brace
JP2009293718A (en) * 2008-06-06 2009-12-17 Chugoku Electric Power Co Inc:The Safety valve and power generation plant

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