JP2013133635A - Vibration control device - Google Patents

Vibration control device Download PDF

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JP2013133635A
JP2013133635A JP2011284205A JP2011284205A JP2013133635A JP 2013133635 A JP2013133635 A JP 2013133635A JP 2011284205 A JP2011284205 A JP 2011284205A JP 2011284205 A JP2011284205 A JP 2011284205A JP 2013133635 A JP2013133635 A JP 2013133635A
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transmission member
wall surface
spacer
fastening
attached
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JP5793414B2 (en
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Toyonari Hamada
豊成 濱田
Shuichi Enjoji
修一 円城寺
Yusuke Inaba
祐介 稲葉
Yohei Katayama
洋平 片山
Junji Hashimoto
純二 橋本
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Tanaka Ltd
Hitachi Astemo Ltd
Edogawa Lumber Industrial Co Ltd
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Tanaka Ltd
Hitachi Automotive Systems Ltd
Edogawa Lumber Industrial Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To improve workability of installation work of a vibration control device.SOLUTION: A vibration control device 10 comprises an upper transmission member 24, a lower transmission member 26, a hydraulic damper 28, an upper attaching member 30, a lower attaching member 32, an upper spacer 34, and a lower spacer 36. The upper spacer 34 and the lower spacer 36 are fastened to side faces on an outer wall surface side of an upper beam 18 and a lower beam 14, and attached in the state of being projected to the side face of the outer wall surface so as to easily fix the upper attaching member 30 from the outer side of the outer wall surface. The upper attaching member 30 is a metal fitting for fixing an upper end of the upper transmission member 24 to the side face on the outer wall surface side of the upper spacer 34. The lower attaching member 32 is a metal fitting for fixing a lower end of the lower transmission member 26 to the side face on the outer wall surface side of the lower spacer 36.

Description

本発明は構造物の振動エネルギを吸収する制振装置に関する。   The present invention relates to a vibration damping device that absorbs vibration energy of a structure.

従来の制振装置としては、構造物の壁部の内部に設置するものと、構造物の外壁に設置するものとがある。また、住宅の壁部の内部に収納するタイプの制振装置は、耐震改修の場合には工事が大掛かりになるため、特許文献1に示されるような住宅の外壁に取り付けられる制振装置が要望されている。   As a conventional vibration damping device, there are an apparatus installed inside a wall portion of a structure and an apparatus installed on an outer wall of the structure. Moreover, since the construction of a vibration damping device of the type housed in the wall portion of a house requires a large amount of work in the case of seismic retrofitting, a vibration damping device that is attached to the outer wall of the house as shown in Patent Document 1 is desired. Has been.

特許文献1の制振装置は、構造物の上梁に固定される上部伝達部材と下梁に固定される下部伝達部材とが構造物の壁面(梁や柱)に結合され、且つ上部伝達部材と下部伝達部材との間に油圧ダンパを配置して、上部伝達部材と下部伝達部材との相対変位に伴う油圧ダンパの伸縮動作によって振動エネルギを吸収する構成である。   In the vibration damping device of Patent Document 1, an upper transmission member fixed to an upper beam of a structure and a lower transmission member fixed to a lower beam are coupled to a wall surface (beam or column) of the structure, and the upper transmission member The hydraulic damper is disposed between the upper transmission member and the lower transmission member, and the vibration energy is absorbed by the expansion / contraction operation of the hydraulic damper accompanying the relative displacement between the upper transmission member and the lower transmission member.

特開2003−314082号公報JP 2003-314082 A

しかしながら、上記特許文献1に示す技術は、上部伝達部材、下部伝達部材を上梁、下梁の壁面側の側面(構造物の壁面に対して平行となる面)のみに固定する構成であるため、外壁と上部伝達部材、下部伝達部材との結合強度を高めるには、数多くの強固なネジ又はボルト等の締結部材を用いなければならず、設置現場での作業性に問題があった。   However, the technique shown in Patent Document 1 is a configuration in which the upper transmission member and the lower transmission member are fixed only to the side surfaces (surfaces parallel to the wall surface of the structure) of the upper and lower beams. In order to increase the bonding strength between the outer wall, the upper transmission member, and the lower transmission member, a large number of fastening members such as screws or bolts must be used, which causes a problem in workability at the installation site.

そこで、本発明は上記事情に鑑み、上記課題を解決した制振装置の提供を目的とする。   In view of the above circumstances, an object of the present invention is to provide a vibration damping device that solves the above-described problems.

上記課題を解決するため、本発明は以下のような手段を有する。   In order to solve the above problems, the present invention has the following means.

本発明は、構造物の壁面の外側に設けられ、前記構造物の上梁の水平方向の振動が入力される上部伝達部材と、
前記壁面の外側に設けられ、前記構造物の下梁の水平方向の振動が入力される下部伝達部材と、
前記上部伝達部材と前記下部伝達部材との間の振動による相対変位を減衰するダンパと、
前記上梁の壁面側の側面に固定される上部スペーサと、
前記下梁の壁面側の側面に固定される下部スペーサと、
前記上部スペーサの下面に当接する上部水平部と前記上部スペーサの壁面側の側面に締結される上部垂直部と有し、前記上部伝達部材を前記上梁に取り付ける上部取付部材と、
前記下部スペーサの上面に当接する下部水平部と壁面側の側面に締結される下部垂直部とを有し、前記下部伝達部材を前記下梁に取り付ける下部取付部材と、を備えたことを特徴とする。
The present invention is provided on the outside of the wall surface of the structure, and an upper transmission member to which horizontal vibration of the upper beam of the structure is input,
A lower transmission member provided on the outside of the wall surface, into which horizontal vibrations of a lower beam of the structure are input;
A damper for attenuating relative displacement due to vibration between the upper transmission member and the lower transmission member;
An upper spacer fixed to a side surface of the upper beam on the wall surface side;
A lower spacer fixed to the side surface of the wall surface of the lower beam;
An upper horizontal portion that contacts the lower surface of the upper spacer, and an upper vertical portion that is fastened to a side surface of the upper spacer on the wall surface side, and an upper mounting member that attaches the upper transmission member to the upper beam;
A lower mounting portion that has a lower horizontal portion that contacts the upper surface of the lower spacer and a lower vertical portion that is fastened to a side surface on the wall surface side, and that attaches the lower transmission member to the lower beam. To do.

本発明によれば、現場作業性のよい制振装置を提供することができる。   According to the present invention, it is possible to provide a vibration damping device with good on-site workability.

本発明による制振装置の一実施例を示す斜視図である。It is a perspective view which shows one Example of the damping device by this invention. 上部取付部材の取付状態を示す斜視図である。It is a perspective view which shows the attachment state of an upper attachment member. 上部取付部材を示す斜視図である。It is a perspective view which shows an upper attachment member. 下部取付部材の取付状態を示す斜視図である。It is a perspective view which shows the attachment state of a lower attachment member. 下部取付部材を示す斜視図である。It is a perspective view which shows a lower attachment member. 上部取付部材の構成を示す平面図である。It is a top view which shows the structure of an upper attachment member. 上部取付部材の構成を示す正面図である。It is a front view which shows the structure of an upper attachment member. 上部取付部材の構成を示す側面図である。It is a side view which shows the structure of an upper attachment member. 制振装置が取り付けられる外壁の施工例を示す図である。It is a figure which shows the construction example of the outer wall to which a damping device is attached. 外壁面に制振装置を取り付けた状態を示す正面図である。It is a front view which shows the state which attached the damping device to the outer wall surface. 外壁面に制振装置を取り付けた状態を示す側面図である。It is a side view which shows the state which attached the damping device to the outer wall surface. 外壁面にカバー用フレームを取り付けた状態を示す正面図である。It is a front view which shows the state which attached the flame | frame for covers to the outer wall surface. 外壁面にカバー用フレームを取り付けた状態を示す側面図である。It is a side view which shows the state which attached the flame | frame for covers to the outer wall surface. カバー用フレームにカバー部材を取り付けた状態を示す正面図である。It is a front view which shows the state which attached the cover member to the flame | frame for covers. カバー用フレームにカバー部材を取り付けた状態を示す側面図である。It is a side view which shows the state which attached the cover member to the flame | frame for covers.

以下、図面を参照して本発明を実施するための形態について説明する。
〔制振装置の構成〕
図1は本発明による制振装置の一実施例を示す斜視図である。図1に示されるように、制振装置10は、構造物の基礎に固定された下梁14と、2階床を支持するように横架された上梁18と、下梁14と上梁18の間に固定された一対の柱20で形成された壁面空間の外壁側の外側に取り付けられている。なお、1階の壁面に制振装置10を設ける場合の下梁14は1階床を支持する土台であり、2階の壁面に設ける場合は、1階の上梁が2階の下梁となる。
Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.
[Configuration of vibration control device]
FIG. 1 is a perspective view showing an embodiment of a vibration damping device according to the present invention. As shown in FIG. 1, the vibration damping device 10 includes a lower beam 14 fixed to the foundation of a structure, an upper beam 18 laid horizontally to support the second floor, a lower beam 14 and an upper beam. 18 is attached to the outside on the outer wall side of the wall surface space formed by a pair of pillars 20 fixed between 18. When the vibration control device 10 is provided on the first floor wall, the lower beam 14 is a base for supporting the first floor. When provided on the second floor wall, the upper beam on the first floor is the lower beam on the second floor. Become.

制振装置10が取り付けられる構造物としては、例えば、新築または既に建設された木造住宅又は木造建築物などである。ただし、軽量鉄骨住宅にも用いることは可能である。   The structure to which the vibration damping device 10 is attached is, for example, a newly built or already built wooden house or wooden building. However, it can be used for lightweight steel houses.

下梁14及び上梁18及び各柱20の正面(外壁面側)には、図5に示すような外壁(図1において構造が分かりやすくするため図示を省略する)が形成されており、制振装置10は、外壁の外側に沿うように下梁14及び上梁18に直接取り付けられる。既存の構造物の場合、内部に家具や電化製品が設置されているので、内壁の内側に制振装置10を取り付けることは可能であるが、外壁側に設けられる。また、昨今の窓の多い家では、窓のない壁面空間内には、筋交いが設けられていることが殆どで有り、設置できる場所に制約があるが、本構成の制振装置10では、壁面空間の外側に設けるものであるので、筋交いが設けられた壁面にも制振装置を設けることが可能となる。さらに、耐震改修においては、外壁または内壁を取り除く必要があるため、設置工事の工数がかかるが、本構成の制振装置10では、最小限の壁を取り除くのみで、既存の構造物の外壁の外側のスペースに容易に施工することができる。なお、新築の場合は、壁面空間と制振装置10との間の外壁は省略することができる。   On the front surface (outer wall surface side) of the lower beam 14, the upper beam 18, and each column 20, an outer wall as shown in FIG. 5 (not shown for easy understanding of the structure in FIG. 1) is formed. The vibration device 10 is directly attached to the lower beam 14 and the upper beam 18 along the outside of the outer wall. In the case of an existing structure, since furniture and electrical appliances are installed inside, it is possible to attach the vibration damping device 10 inside the inner wall, but it is provided on the outer wall side. Further, in modern homes with many windows, there are almost no braces in the wall space without windows, and there are restrictions on the places where they can be installed. Since it is provided outside the space, it is possible to provide the vibration control device on the wall surface provided with the braces. Furthermore, since it is necessary to remove the outer wall or the inner wall in the seismic retrofit, it takes time for installation work. However, with the vibration damping device 10 of this configuration, only the minimum wall is removed, and the outer wall of the existing structure is removed. It can be easily installed in the outer space. In the case of a new construction, the outer wall between the wall surface space and the vibration damping device 10 can be omitted.

制振装置10は、上部伝達部材24と、下部伝達部材26と、油圧ダンパ28と、上部取付部材30と、下部取付部材32と、上部スペーサ34と、下部スペーサ36とから構成されている。上部取付部材30は、上部伝達部材24の上端を上梁18の外壁面側の側面に固定するための金具である。下部取付部材32は、下部伝達部材26の下端を外壁面側の下梁14の側面に固定するための金具である。   The vibration damping device 10 includes an upper transmission member 24, a lower transmission member 26, a hydraulic damper 28, an upper attachment member 30, a lower attachment member 32, an upper spacer 34, and a lower spacer 36. The upper mounting member 30 is a metal fitting for fixing the upper end of the upper transmission member 24 to the side surface of the upper beam 18 on the outer wall surface side. The lower attachment member 32 is a metal fitting for fixing the lower end of the lower transmission member 26 to the side surface of the lower beam 14 on the outer wall surface side.

上部スペーサ34は、上梁18の外壁側の側面(被取付け部)に釘や木螺子等の締結部材54及び/または接着剤により締結可能であり、上部取付部材30を外壁面の外側から容易に固定できるように外壁の側面に突出した状態に取り付けられる。また、上部スペーサ34は、木材や構造用合板を所定寸法の板状に切断したものであり、厚さ寸法(図中Y方向寸法)が上部取付部材30を取り付け可能な寸法とされている。   The upper spacer 34 can be fastened to a side surface (attached portion) of the upper beam 18 by a fastening member 54 such as a nail or a wood screw and / or an adhesive, and the upper mounting member 30 can be easily attached from the outside of the outer wall surface. So that it can be fixed to the side of the outer wall. The upper spacer 34 is obtained by cutting wood or a structural plywood into a plate having a predetermined dimension, and has a thickness dimension (Y direction dimension in the drawing) that allows the upper mounting member 30 to be attached.

下部スペーサ36は、下梁14の外壁側の側面(被取付け部)に釘や木螺子等の締結部材54及び/または接着剤により締結可能であり、下部取付部材32を外壁面の外側から容易に固定できるように外壁の側面に突出した状態に取り付けられる。また、下部スペーサ36は、木材や構造用合板を所定寸法の板状に切断したものであり、厚さ寸法(図中Y方向寸法)が下部取付部材32を取り付け可能な寸法とされている。   The lower spacer 36 can be fastened to a side surface (attached portion) of the lower beam 14 by a fastening member 54 such as a nail or a wood screw and / or an adhesive, and the lower mounting member 32 can be easily attached from the outside of the outer wall surface. So that it can be fixed to the side of the outer wall. The lower spacer 36 is obtained by cutting wood or a structural plywood into a plate shape having a predetermined dimension, and has a thickness dimension (Y direction dimension in the figure) that allows the lower mounting member 32 to be attached.

上部伝達部材24は、構造用合板等で構成され、その上端は、木ねじまたはボルト等の複数の締結部材50により上部取付部材30に締結される。また、上部伝達部材24は、上部取付部材30を介して上梁18の外壁面側の側面(被取付け部)に固定された上部スペーサ34に締結される。   The upper transmission member 24 is composed of a structural plywood or the like, and its upper end is fastened to the upper mounting member 30 by a plurality of fastening members 50 such as wood screws or bolts. Further, the upper transmission member 24 is fastened to the upper spacer 34 fixed to the side surface (attached portion) on the outer wall surface side of the upper beam 18 via the upper mounting member 30.

下部伝達部材26は、構造用合板等で構成され、その下端には、木ねじまたはボルト等の複数の締結部材50により下部取付部材32に締結される。また、下部伝達部材26は、下部取付部材32を介して下梁14の外壁面側の側面(被取付け部)に固定された下部スペーサ36に締結される。   The lower transmission member 26 is composed of a structural plywood or the like, and the lower end thereof is fastened to the lower mounting member 32 by a plurality of fastening members 50 such as wood screws or bolts. Further, the lower transmission member 26 is fastened to the lower spacer 36 fixed to the side surface (attached portion) of the lower beam 14 via the lower attachment member 32.

上部スペーサ34及び下部スペーサ36は、上梁18、下梁14の外壁面側の側面に固定されるため、水平方向の厚さを変更することにより上部伝達部材24及び下部伝達部材26の取付位置を任意の位置に調整することが可能になる。また、上部スペーサ34、下部スペーサ36の厚さ寸法は、例えば上梁18の外壁面側の側面及び下梁14の外壁面側の側面に取り付けられる外壁の厚さに応じて選択される。これにより、上部伝達部材24、下部伝達部材26、油圧ダンパ28は、取付位置が外壁面の外側に位置することなり、構造物の外壁面に接触することなく、制振動作することが可能になる。   Since the upper spacer 34 and the lower spacer 36 are fixed to the side surfaces of the upper beam 18 and the lower beam 14 on the outer wall surface side, the mounting positions of the upper transmission member 24 and the lower transmission member 26 are changed by changing the thickness in the horizontal direction. Can be adjusted to an arbitrary position. The thickness dimensions of the upper spacer 34 and the lower spacer 36 are selected according to the thickness of the outer wall attached to the side surface on the outer wall surface side of the upper beam 18 and the side surface on the outer wall surface side of the lower beam 14, for example. As a result, the upper transmission member 24, the lower transmission member 26, and the hydraulic damper 28 are mounted on the outside of the outer wall surface, and can perform a vibration control operation without contacting the outer wall surface of the structure. Become.

尚、外壁面60の厚さは、各建物によって異なるため、設置現場において、上部スペーサ34、下部スペーサ36の厚さを選択できるように予め厚さの異なるものを複数種用意することで対応できる。   In addition, since the thickness of the outer wall surface 60 varies depending on each building, it can be dealt with by preparing a plurality of types having different thicknesses in advance so that the thickness of the upper spacer 34 and the lower spacer 36 can be selected at the installation site. .

油圧ダンパ28は、上部伝達部材24の下端と下部伝達部材26の上端との間に介在するように取り付けられている。油圧ダンパ28は、作動油が充填されたシリンダ42と、シリンダ42内を摺動するピストン(図示せず)と、ピストンに結合されたピストンロッド44とからなる。なお、油圧ダンパは耐久性が高く、恒久的に利用するには最も優れるが、粘弾性ダンパや摩擦ダンパ、極軟鋼からなるダンパを用いても良い。   The hydraulic damper 28 is attached so as to be interposed between the lower end of the upper transmission member 24 and the upper end of the lower transmission member 26. The hydraulic damper 28 includes a cylinder 42 filled with hydraulic oil, a piston (not shown) that slides inside the cylinder 42, and a piston rod 44 that is coupled to the piston. Although the hydraulic damper has high durability and is most excellent for permanent use, a damper made of a viscoelastic damper, a friction damper, or extremely mild steel may be used.

シリンダ42の端部は、下部伝達部材26の上端に締結部材52により締結されたブラケット46に連結される。また、反対側のピストンロッド44の端部は、上部伝達部材24の下端に締結部材52により締結されたブラケット48に連結される。   The end of the cylinder 42 is connected to a bracket 46 fastened by a fastening member 52 to the upper end of the lower transmission member 26. The end of the piston rod 44 on the opposite side is connected to a bracket 48 fastened by a fastening member 52 to the lower end of the upper transmission member 24.

上記のように構成された制振装置10では、例えば、地震により水平方向の振動が構造物に入力されると、上梁18、下梁14を介して振動が伝達される上部伝達部材24と下部伝達部材26との間で水平方向の相対変位(例えば、図1において、X方向の変位)が生じる。これにより、上部伝達部材24と下部伝達部材26との間に介在する油圧ダンパ28は、シリンダ42内をピストンが摺動して、ピストンに設けた減衰バルブによって減衰力発生して振動を減衰させる。   In the vibration damping device 10 configured as described above, for example, when horizontal vibration is input to a structure due to an earthquake, the upper transmission member 24 that transmits vibration via the upper beam 18 and the lower beam 14 A relative displacement in the horizontal direction (for example, a displacement in the X direction in FIG. 1) occurs with the lower transmission member 26. Accordingly, the hydraulic damper 28 interposed between the upper transmission member 24 and the lower transmission member 26 causes the piston to slide in the cylinder 42 and generates a damping force by the damping valve provided on the piston to attenuate the vibration. .

また、油圧ダンパ28は、シリンダ42及びピストンロッド44がX方向に延在する向きに取り付けられているため、上部伝達部材24及び下部伝達部材26のX方向の相対変位により伸縮して伸び動作または圧縮動作を行う。そのため、油圧ダンパ28は、シリンダ42に対するピストンロッド44の摺動動作により減衰力を発生して振動エネルギを吸収する。
〔上部取付部材30及び下部取付部材32の取り付け構造及び構成〕
図2Aは上部取付部材30の取付状態を示す斜視図である。図2Bは上部取付部材30を示す斜視図である。図2A、図2Bに示されるように、上部取付部材30は、鉄などの金属材により形成されており、上部伝達部材24の上端に締結される第1締結部30Aと、上部スペーサ34の外壁面側の側面に固定された一対の第2締結部30Bと、第1締結部30Aと第2締結部30Bとの間を結合する複数の結合部30Cとを有する。
In addition, since the hydraulic damper 28 is attached in a direction in which the cylinder 42 and the piston rod 44 extend in the X direction, the hydraulic damper 28 expands and contracts due to the relative displacement in the X direction of the upper transmission member 24 and the lower transmission member 26. Perform compression operation. Therefore, the hydraulic damper 28 absorbs vibration energy by generating a damping force by the sliding operation of the piston rod 44 with respect to the cylinder 42.
[Mounting structure and configuration of upper mounting member 30 and lower mounting member 32]
FIG. 2A is a perspective view showing an attachment state of the upper attachment member 30. FIG. 2B is a perspective view showing the upper mounting member 30. As shown in FIGS. 2A and 2B, the upper mounting member 30 is formed of a metal material such as iron, and the first fastening portion 30 </ b> A fastened to the upper end of the upper transmission member 24 and the outer portion of the upper spacer 34. It has a pair of 2nd fastening part 30B fixed to the side surface by the side of a wall surface, and several coupling | bond part 30C which couple | bonds between 30 A of 1st fastening parts, and the 2nd fastening part 30B.

第1締結部30Aは、上部伝達部材24の上端側面に締結部材50により締結され、一対の第2締結部30Bは、上部スペーサ34の外壁面側の側面に締結部材56により締結される。各結合部30Cは、垂直方向に延在する向きに設けられ、例えば溶接により上部が第1締結部30Aの端部に結合され、下部が第2締結部30Bの背面に結合されると共に、上下方向の荷重に対する強度が高められている。   The first fastening portion 30 </ b> A is fastened to the upper end side surface of the upper transmission member 24 by the fastening member 50, and the pair of second fastening portions 30 </ b> B is fastened to the side surface on the outer wall surface side of the upper spacer 34 by the fastening member 56. Each coupling portion 30C is provided in a direction extending in the vertical direction. For example, the upper portion is coupled to the end portion of the first fastening portion 30A by welding, and the lower portion is coupled to the back surface of the second fastening portion 30B. Strength against direction load is increased.

図3Aは下部取付部材32の取付状態を示す斜視図である。図3Bは下部取付部材32を示す斜視図である。図3A、図3Bに示されるように、下部取付部材32は、鉄などの金属材により形成されており、下部伝達部材26の下端に締結される第1締結部32Aと、上梁18の側面に固定された上部スペーサ34に締結される一対の第2締結部32Bと、第1締結部30Aと第2締結部30Bとの間を結合する複数の結合部32Cとを有する。   FIG. 3A is a perspective view showing an attachment state of the lower attachment member 32. FIG. 3B is a perspective view showing the lower mounting member 32. As shown in FIGS. 3A and 3B, the lower mounting member 32 is formed of a metal material such as iron, and the first fastening portion 32 </ b> A fastened to the lower end of the lower transmission member 26 and the side surface of the upper beam 18. A pair of second fastening portions 32B fastened to the upper spacer 34 fixed to the upper spacer 34, and a plurality of joint portions 32C that join between the first fastening portion 30A and the second fastening portion 30B.

第1締結部32Aは、下部伝達部材26の下端側面に締結部材50により締結され、一対の第2締結部32Bは、下部スペーサ36の外壁面側の側面に締結部材56により締結される。各結合部34は、垂直方向に延在する向きに設けられ、例えば溶接により上部が第1締結部32Aに結合され、下部が第2締結部32Bに結合されると共に、上下方向の荷重に対する強度が高められている。   The first fastening portion 32 </ b> A is fastened to the lower end side surface of the lower transmission member 26 by the fastening member 50, and the pair of second fastening portions 32 </ b> B are fastened to the side surface on the outer wall surface side of the lower spacer 36 by the fastening member 56. Each coupling portion 34 is provided in a direction extending in the vertical direction. For example, the upper portion is coupled to the first fastening portion 32A and the lower portion is coupled to the second fastening portion 32B by welding, for example, and the strength against the load in the vertical direction is increased. Has been increased.

図4Aは上部取付部材30の構成を示す平面図である。図4Bは上部取付部材30の構成を示す正面図である。図4Cは上部取付部材30の構成を示す側面図である。ここで、上部取付部材30、下部取付部材32の構成は、上下対称であるので、図4A〜図4Cを参照して上部取付部材30の構成について説明し、下部取付部材32の説明は省略する。   4A is a plan view showing the configuration of the upper mounting member 30. FIG. FIG. 4B is a front view showing the configuration of the upper mounting member 30. FIG. 4C is a side view showing the configuration of the upper mounting member 30. Here, since the configurations of the upper mounting member 30 and the lower mounting member 32 are vertically symmetrical, the configuration of the upper mounting member 30 will be described with reference to FIGS. 4A to 4C, and the description of the lower mounting member 32 will be omitted. .

第1締結部30A及び第2締結部30Bは、断面がL字状に形成されており、夫々垂直部30A1、水平部30A2及び上部垂直部30B1、上部水平部30B2を有する。そして、第1締結部30A、第2締結部30Bは、水平部30A2と水平部30B2とが互いに重ね合わせた状態で溶接により結合され、且つ長手方向の両端には第1結合部30C1が溶接により結合され、第2締結部30Bの垂直部30B1と第1締結部30Aの水平部30A2との間には第2結合部30C2が溶接により結合される。   The first fastening portion 30A and the second fastening portion 30B are L-shaped in cross section, and each have a vertical portion 30A1, a horizontal portion 30A2, an upper vertical portion 30B1, and an upper horizontal portion 30B2. The first fastening portion 30A and the second fastening portion 30B are joined by welding in a state where the horizontal portion 30A2 and the horizontal portion 30B2 are overlapped with each other, and the first joining portion 30C1 is welded to both ends in the longitudinal direction. The second coupling portion 30C2 is coupled by welding between the vertical portion 30B1 of the second fastening portion 30B and the horizontal portion 30A2 of the first fastening portion 30A.

このように、上部取付部材30は、第1締結部30A、第2締結部30Bが第1締結部30C1、第2締結部30C2により一体化されている。   As described above, in the upper mounting member 30, the first fastening portion 30A and the second fastening portion 30B are integrated by the first fastening portion 30C1 and the second fastening portion 30C2.

また、垂直部30A1、30B1には、釘または木ねじ等の締結部材を挿通させるための複数の小孔30D、30Eが設けられている。   The vertical portions 30A1 and 30B1 are provided with a plurality of small holes 30D and 30E for inserting fastening members such as nails or wood screws.

図2Aに示されるように、第1締結部30Aは、水平部30A2が上部伝達部材24の上端面に当接した状態で垂直部30A1が上部伝達部材24の外壁面側の側面に締結される。また、第2締結部30Bは水平部30B2が上部スペーサ34の下端面に当接した状態で垂直部30B1が上部スペーサ34の壁面側の側面に締結される。
〔制振装置10の施工方法〕
ここでは、既に建設された住宅の外壁面に制振装置10を取り付ける改築の場合の施工方法について説明する。尚、下部伝達部材24、上部伝達部材26には、工場において上部取付部材30、下部取付部材32が既に取り付けられている。また、下部伝達部材24または上部伝達部材26の何れか一方には、油圧ダンパ28の一端が連結されている。
〔施工方法の手順1〕
図5は制振装置10が取り付けられる外壁面の施工例を示す図である。図5に示されるように、制振装置10の施工の手順1では、先ず外壁面60に上部開口62、下部開口64を設ける。上部開口62は、上梁18に対向(露出)するように形成し、さらに、上梁18の下側に第1締結部30Aの水平部30A2が挿入可能な位置まで開口している。また、下部開口64は下梁14に対向(露出)するように形成し、さらに、下梁14の上側に第1締結部32Aの水平部32A2が挿入可能な位置まで開口している。下梁14は、建物のコンクリート製の基礎15に埋込みボルトなどにより固定されている。
As shown in FIG. 2A, the first fastening portion 30 </ b> A has the vertical portion 30 </ b> A <b> 1 fastened to the side surface on the outer wall surface side of the upper transmission member 24 with the horizontal portion 30 </ b> A <b> 2 in contact with the upper end surface of the upper transmission member 24. . Further, in the second fastening portion 30B, the vertical portion 30B1 is fastened to the side surface on the wall surface side of the upper spacer 34 with the horizontal portion 30B2 being in contact with the lower end surface of the upper spacer 34.
[Construction method of vibration damping device 10]
Here, the construction method in the case of the reconstruction which attaches the damping device 10 to the outer wall surface of the already constructed house is demonstrated. Note that an upper mounting member 30 and a lower mounting member 32 are already attached to the lower transmission member 24 and the upper transmission member 26 at the factory. One end of a hydraulic damper 28 is connected to one of the lower transmission member 24 and the upper transmission member 26.
[Procedure 1 of construction method]
FIG. 5 is a diagram showing a construction example of the outer wall surface to which the vibration damping device 10 is attached. As shown in FIG. 5, in the construction procedure 1 of the vibration damping device 10, first, an upper opening 62 and a lower opening 64 are provided in the outer wall surface 60. The upper opening 62 is formed so as to face (expose) the upper beam 18, and is further opened to a position where the horizontal portion 30 </ b> A <b> 2 of the first fastening portion 30 </ b> A can be inserted below the upper beam 18. Further, the lower opening 64 is formed so as to face (expose) the lower beam 14, and is further opened to a position where the horizontal portion 32A2 of the first fastening portion 32A can be inserted above the lower beam 14. The lower beam 14 is fixed to a concrete base 15 of the building by embedded bolts or the like.

各開口62、64の横幅寸法LBは、上部スペーサ34、下部スペーサ36及び上部取付部材30、下部取付部材32の横幅寸法(水平方向の長さ)より若干長く設定される。   The lateral width dimension LB of each opening 62, 64 is set slightly longer than the lateral width dimension (horizontal length) of the upper spacer 34, the lower spacer 36, the upper mounting member 30, and the lower mounting member 32.

また、各開口62、64の縦幅寸法LHは、上部スペーサ34、下部スペーサ36の縦幅寸法(垂直方向の長さ)に下梁14の上面に当接する第1締結部30A、32Aの水平部30A2、32A2の厚さを加算した寸法より若干長く設定される。尚、各開口62、64の縦幅寸法LHを上記のように設定することにより、上梁18の下面側、下梁14の上面側に第1締結部30A、32Aの水平部30A2、32A2を挿入するための隙間が形成される。   Further, the vertical width LH of each opening 62, 64 is the horizontal width of the first fastening portions 30A, 32A that abut the upper surface of the lower beam 14 to the vertical width (length in the vertical direction) of the upper spacer 34 and the lower spacer 36. It is set slightly longer than the dimension obtained by adding the thicknesses of the portions 30A2 and 32A2. By setting the vertical width dimension LH of the openings 62 and 64 as described above, the horizontal portions 30A2 and 32A2 of the first fastening portions 30A and 32A are provided on the lower surface side of the upper beam 18 and the upper surface side of the lower beam 14, respectively. A gap for insertion is formed.

このように、外壁面60には、上部スペーサ34、下部スペーサ36及び上部取付部材30、下部取付部材32を取り付けられる寸法形状を有する開口62、64を設ければ良いので、外壁面60に対する加工(工事)に時間がかからず、作業性が改善されている。すなわち、本発明によれば、外壁面60の削除面積を少なくすることができ、設置工事の作業性もよく、外壁面60からの雨漏りの可能性も少なくできる。
〔施工方法の手順2〕
図6Aは外壁面60に制振装置10を取り付けた状態を示す正面図である。図6Bは外壁面60に制振装置10を取り付けた状態を示す側面図である。図6A、図6Bに示されるように、制振装置10の施工方法の手順2では、上部スペーサ34、下部スペーサ36を上記開口62、64に挿入し、上部スペーサ34、下部スペーサ36を上梁18、下梁14の外壁面側の側面に締結部材54及び/または接着剤により固定する。
As described above, the outer wall surface 60 may be provided with the openings 62 and 64 having dimensions to which the upper spacer 34, the lower spacer 36, the upper mounting member 30, and the lower mounting member 32 can be attached. (Construction) takes less time and workability has been improved. That is, according to the present invention, the deleted area of the outer wall surface 60 can be reduced, the workability of the installation work is good, and the possibility of rain leakage from the outer wall surface 60 can be reduced.
[Procedure 2 of construction method]
FIG. 6A is a front view showing a state in which the vibration damping device 10 is attached to the outer wall surface 60. FIG. 6B is a side view showing a state in which the vibration damping device 10 is attached to the outer wall surface 60. 6A and 6B, in step 2 of the construction method of the vibration damping device 10, the upper spacer 34 and the lower spacer 36 are inserted into the openings 62 and 64, and the upper spacer 34 and the lower spacer 36 are connected to the upper beam. 18, It fixes to the side surface by the side of the outer wall surface of the lower beam 14 with the fastening member 54 and / or an adhesive agent.

次に下部伝達部材26の下端に締結された下部取付部材32の下部水平部32B2、32B2を下部開口64と下梁14の上面との隙間に挿入する。このとき、下部取付部材32の下部水平部32B2は、下梁14の外壁面側の側面に固定された下部スペーサ36の上端面に当接し、且つ下部取付部材32の下部垂直部32B1は、下部スペーサ36の外壁面側の側面に固定された側面に当接した状態に保持される。この保持状態において、下部取付部材32の下部垂直部32B2を下部スペーサ36の側面に締結部材56により締結する。   Next, the lower horizontal portions 32B2 and 32B2 of the lower attachment member 32 fastened to the lower end of the lower transmission member 26 are inserted into the gap between the lower opening 64 and the upper surface of the lower beam 14. At this time, the lower horizontal portion 32B2 of the lower mounting member 32 abuts on the upper end surface of the lower spacer 36 fixed to the side surface on the outer wall surface side of the lower beam 14, and the lower vertical portion 32B1 of the lower mounting member 32 is lower The spacer 36 is held in contact with the side surface fixed to the side surface on the outer wall surface side. In this holding state, the lower vertical portion 32B2 of the lower mounting member 32 is fastened to the side surface of the lower spacer 36 by the fastening member 56.

これにより、下部伝達部材26は、下部取付部材32を介して下部スペーサ36に固定される。そして、上部伝達部材24も同様に上部取付部材30を介して上部スペーサ34に固定する。この保持状態において、上部取付部材30の上部垂直部30B2を上部スペーサ34の壁面側の側面に締結部材56により締結する。   Thereby, the lower transmission member 26 is fixed to the lower spacer 36 via the lower attachment member 32. The upper transmission member 24 is similarly fixed to the upper spacer 34 via the upper mounting member 30. In this holding state, the upper vertical portion 30 </ b> B <b> 2 of the upper mounting member 30 is fastened to the side surface of the upper spacer 34 on the wall surface side by the fastening member 56.

このとき、上部取付部材30の上部水平部30B2は、上部スペーサ34の上端面に当接し、上部取付部材30の上部水平部30B2は、上部スペーサ34の上端面に当接している。従って、上部取付部材30の上部垂直部30B1、下部取付部材32の下部垂直部32B1は、上部スペーサ34、下部スペーサ36の外壁面側の側面に当接された状態で強固に固定される。   At this time, the upper horizontal portion 30B2 of the upper mounting member 30 is in contact with the upper end surface of the upper spacer 34, and the upper horizontal portion 30B2 of the upper mounting member 30 is in contact with the upper end surface of the upper spacer 34. Accordingly, the upper vertical portion 30B1 of the upper mounting member 30 and the lower vertical portion 32B1 of the lower mounting member 32 are firmly fixed in contact with the side surfaces of the upper spacer 34 and the lower spacer 36 on the outer wall surface side.

そのため、上部取付部材30及び下部取付部材32による上部伝達部材24及び下部伝達部材26に対する上下方向の支持強度がより高められているので、垂直部30B1、32B1を下部スペーサ34及び上部スペーサ36に締結するための締結部材56の数を減らして設置作業の作業性が高められる。   For this reason, the vertical support strength of the upper transmission member 24 and the lower transmission member 26 by the upper mounting member 30 and the lower mounting member 32 is further increased, so that the vertical portions 30B1 and 32B1 are fastened to the lower spacer 34 and the upper spacer 36. Thus, the number of fastening members 56 for reducing the number of fastening members 56 is improved, and the workability of the installation work is improved.

また、本実施の形態では、水平部30B2、32B2に釘等の締結部材を設けなくとも十分な効果が得られるので、開口62、64の縦幅寸法LHを小さくすることができる。しかし、新築物件においては、締結部材を設けてさらに強度を高めても良い。   Further, in the present embodiment, a sufficient effect can be obtained without providing a fastening member such as a nail in the horizontal portions 30B2 and 32B2, so that the vertical width dimension LH of the openings 62 and 64 can be reduced. However, in a newly built property, a fastening member may be provided to further increase the strength.

この後、油圧ダンパ28のシリンダ42またはピストンロッド44のうちまだ連結されていない方の端部を下部伝達部材26または上部伝達部材24に固定されたブラケット46または48に連結する。   Thereafter, the end of the cylinder 42 or the piston rod 44 of the hydraulic damper 28 which is not yet connected is connected to the lower transmission member 26 or the bracket 46 or 48 fixed to the upper transmission member 24.

また、制振動作時に油圧ダンパ28が減衰力を発生させる際、上部伝達部材24、下部伝達部材26を垂直方向に対して水平方向に傾けるような回動力が発生するが、上部取付部材24の上部水平部30B2、下部取付部材32の下部水平部32B2は、上部スペーサ34の下面、下部スペーサ36の上面に当接しているため、上部伝達部材24、下部伝達部材26の回動が抑制され、制振動作が安定的に行える。   Further, when the hydraulic damper 28 generates a damping force during the damping operation, a turning force is generated so that the upper transmission member 24 and the lower transmission member 26 are inclined in the horizontal direction with respect to the vertical direction. Since the upper horizontal portion 30B2 and the lower horizontal portion 32B2 of the lower mounting member 32 are in contact with the lower surface of the upper spacer 34 and the upper surface of the lower spacer 36, the rotation of the upper transmission member 24 and the lower transmission member 26 is suppressed, Vibration control can be performed stably.

さらに、上部取付部材30の垂直部30A1の左右両端に断面がコ字状に形成された上部カバー支持部70を締結し、下部取付部材32の下部垂直部32B1に断面がコ字状に形成された下部カバー支持部72を締結する。上部カバー支持部70及び下部カバー支持部材72は、上側が開放となる向きに取り付けられる。
〔施工方法の手順3〕
図7Aは外壁面60にカバー用フレームを取り付けた状態を示す正面図である。図7Bは外壁面60にカバー用フレームを取り付けた状態を示す側面図である。図7A、図7Bに示されるように、手順3では、上部カバー支持部70及び下部カバー支持部材72にカバー用フレーム80を取り付ける。カバー用フレーム80は、左右の縦フレーム82,84と、縦フレーム82,84の上端間を連結する横フレーム86と、縦フレーム82,84間に格子状に横架された複数の押さえ部材88とを有する。
Further, upper cover support portions 70 having a U-shaped cross section are fastened to the left and right ends of the vertical portion 30A1 of the upper mounting member 30, and a cross section is formed in the lower vertical portion 32B1 of the lower mounting member 32 in a U shape. The lower cover support portion 72 is fastened. The upper cover support part 70 and the lower cover support member 72 are attached so that the upper side is open.
[Procedure 3 of construction method]
FIG. 7A is a front view showing a state in which a cover frame is attached to the outer wall surface 60. FIG. 7B is a side view showing a state in which the cover frame is attached to the outer wall surface 60. As shown in FIGS. 7A and 7B, in step 3, the cover frame 80 is attached to the upper cover support portion 70 and the lower cover support member 72. The cover frame 80 includes left and right vertical frames 82 and 84, a horizontal frame 86 that connects the upper ends of the vertical frames 82 and 84, and a plurality of pressing members 88 that are horizontally mounted in a lattice between the vertical frames 82 and 84. And have.

縦フレーム82,84は、下端部が下部カバー支持部材72のコ字状溝に嵌合された状態で支持され、且つ上端部近傍が上部カバー支持部70の左右の突出部分に締結される。また、押さえ部材88は、下部伝達部材24、上部伝達部材26、油圧ダンパ28のY方向の動きを抑制するための規制部材である。
〔施工方法の手順4〕
図8Aはカバー用フレーム80にカバー部材を取り付けた状態を示す正面図である。図8Bはカバー用フレーム80にカバー部材を取り付けた状態を示す側面図である。図8A、図8Bに示されるように、手順4では、カバー用フレーム80の周囲にカバー部材90を取り付ける。カバー部材90は、カバー用フレーム80の正面を覆う正面カバー92と、縦フレーム82,84と外壁面60との間を覆う側面カバー94,96と、横フレーム86の上面を覆う上部カバー98と、カバー用フレーム80の底部を覆う下部カバー99とを有する。
The vertical frames 82 and 84 are supported in a state where the lower end portions are fitted in the U-shaped grooves of the lower cover support member 72, and the vicinity of the upper end portions are fastened to the left and right protruding portions of the upper cover support portion 70. The pressing member 88 is a regulating member for suppressing the movement of the lower transmission member 24, the upper transmission member 26, and the hydraulic damper 28 in the Y direction.
[Procedure 4 of construction method]
FIG. 8A is a front view showing a state in which a cover member is attached to the cover frame 80. FIG. 8B is a side view showing a state where a cover member is attached to the cover frame 80. As shown in FIGS. 8A and 8B, in step 4, the cover member 90 is attached around the cover frame 80. The cover member 90 includes a front cover 92 that covers the front surface of the cover frame 80, side covers 94 and 96 that cover the space between the vertical frames 82 and 84 and the outer wall surface 60, and an upper cover 98 that covers the top surface of the horizontal frame 86. And a lower cover 99 that covers the bottom of the cover frame 80.

カバー部材90は、カバー用フレーム80の左右の縦フレーム82,84及び横フレーム86に結合されることで、カバー用フレーム80の正面及び左右側面及び上下面を覆うように取り付けられる。   The cover member 90 is attached so as to cover the front surface, the left and right side surfaces, and the top and bottom surfaces of the cover frame 80 by being coupled to the left and right vertical frames 82 and 84 and the horizontal frame 86 of the cover frame 80.

また、カバー部材90は、防塵・防水構造であり、内部に収納された制振装置10を塵埃及び風雨から保護すると共に、外壁面60の開口62、64から雨水が浸入することを防止する。   The cover member 90 has a dustproof / waterproof structure, protects the vibration damping device 10 housed therein from dust and wind and rain, and prevents rainwater from entering through the openings 62 and 64 of the outer wall surface 60.

尚、上記説明では、既存の建物の外壁面60に制振装置10を設置する改築工事について説明した、本発明は新築の住宅に設置する場合にも適用できるのは勿論である。   In the above description, the renovation work for installing the vibration damping device 10 on the outer wall surface 60 of an existing building has been described. Of course, the present invention can also be applied to the case of installing in a newly built house.

また、本発明の制振装置は、建物の外壁面に限らず、建物内部の壁面に設置する場合にも適用できるのは勿論である。   Of course, the vibration damping device of the present invention can be applied not only to the outer wall surface of the building but also to the wall surface inside the building.

また、本発明の制振装置は、壁面に形成する開口62、64が比較的小さくて済むので、の壁面の材質に制限されず、例えばトタン、木造、コンクリートでも設置することが可能である。   Moreover, since the opening 62 and 64 formed in a wall surface may be comparatively small, the damping device of this invention is not restrict | limited to the material of the wall surface, For example, it can be installed also with a tin, a wooden structure, and concrete.

本実施例においては、先行文献の構造にあっては、水平方向の振動が入力された場合、上部伝達部材及び下部伝達部材が水平方向に相対変位すると共に、油圧ダンパにより連結された上部伝達部材及び下部伝達部材が上梁及び下梁に対して傾くように回動させようとする力を受けるため、上部伝達部材及び下部伝達部材が上梁及び下梁から浮き上がらないように締結部材による締結強度を高くするため、設置作業に手間がかかるという問題があった。しかし、本実施の形態にあっては、上部取付部材30の上部水平部30B2が上部スペーサ34の下面に当接し、下部取付部材32の下部水平部32B2が下部スペーサ36の上面に当接するため、上部伝達部材24と下部伝達部材26との相対変位をダンパ28により減衰する際の上部伝達部材24及び下部伝達部材26を回動させようとする力を抑制でき、その分上部取付部材30、下部取付部材32を上部スペーサ34、下部スペーサ36に締結する締結部材を減らして現場の設置作業の作業性を改善できる。さらに、外壁面60に必要な開口62、64の開口面積も上部及び下部スペーサ34、36と上部及び下部水平部30B2、32B2を挿入する分の最小限の開口面積で設置可能であるので、施行時間が最小限で有り、施行途中での柱や梁の外部露出も最小限にでき、耐震改修の作業性に優れた構造である。また、外壁面60に設ける開口62、64の開口面積が小さいので、断熱性、耐風雨性も殆ど下げることなく、施行可能である。   In this embodiment, in the structure of the prior art document, when horizontal vibration is input, the upper transmission member and the lower transmission member are relatively displaced in the horizontal direction and are connected by a hydraulic damper. Since the upper transmission member and the lower transmission member receive a force that causes the upper transmission member and the lower transmission member to rotate so as to be inclined with respect to the upper beam and the lower beam, the fastening strength by the fastening member is prevented so that the upper transmission member and the lower transmission member do not float from the upper beam and the lower beam. There is a problem that the installation work takes time to increase the height. However, in the present embodiment, the upper horizontal portion 30B2 of the upper mounting member 30 contacts the lower surface of the upper spacer 34, and the lower horizontal portion 32B2 of the lower mounting member 32 contacts the upper surface of the lower spacer 36. The force to rotate the upper transmission member 24 and the lower transmission member 26 when the relative displacement between the upper transmission member 24 and the lower transmission member 26 is attenuated by the damper 28 can be suppressed. The number of fastening members that fasten the attachment member 32 to the upper spacer 34 and the lower spacer 36 can be reduced to improve the workability of installation work on site. Furthermore, the openings 62 and 64 required for the outer wall surface 60 can be installed with a minimum opening area for inserting the upper and lower spacers 34 and 36 and the upper and lower horizontal portions 30B2 and 32B2. The structure is excellent in workability for seismic retrofit because it requires a minimum amount of time and can minimize the external exposure of columns and beams during implementation. Moreover, since the opening area of the openings 62 and 64 provided in the outer wall surface 60 is small, it can be implemented with almost no reduction in heat insulation and weather resistance.

10 制振装置
14 下梁
18 上梁
20 柱
24 上部伝達部材
26 下部伝達部材
28 油圧ダンパ
30 上部取付部材
30A、32A 第1締結部
30A1、30B1、32A1、32B1 垂直部
30A2、30B2、32A2、32B2 水平部
30B、32B 第2締結部
30C、32C 結合部
30C1 第1締結部
30C2 第2締結部
30D、30E 小孔
32 下部取付部材
34 上部スペーサ
36 下部スペーサ
42 シリンダ
44 ピストンロッド
46、48 ブラケット
50、52、54、56 締結部材
60 外壁面
62 上部開口
64 下部開口
70 上部カバー支持部材
72 下部カバー支持部材
80 カバー用フレーム
82,84 縦フレーム
86 横フレーム
88 押さえ部材
90 カバー部材
92 正面カバー
94,96 側面カバー
98 上部カバー
99 下部カバー
10 Damping device 14 Lower beam 18 Upper beam 20 Column 24 Upper transmission member 26 Lower transmission member 28 Hydraulic damper 30 Upper mounting member 30A, 32A First fastening portion 30A1, 30B1, 32A1, 32B1 Vertical portion 30A2, 30B2, 32A2, 32B2 Horizontal portion 30B, 32B Second fastening portion 30C, 32C Joint portion 30C1 First fastening portion 30C2 Second fastening portion 30D, 30E Small hole 32 Lower mounting member 34 Upper spacer 36 Lower spacer 42 Cylinder 44 Piston rod 46, 48 Bracket 50, 52, 54, 56 Fastening member 60 Outer wall surface 62 Upper opening 64 Lower opening 70 Upper cover support member 72 Lower cover support member 80 Cover frame 82, 84 Vertical frame 86 Horizontal frame 88 Holding member 90 Cover member 92 Front cover 94, 96 Side cover 98 Top cover 9 bottom cover

Claims (2)

構造物の壁面の外側に設けられ、前記構造物の上梁の水平方向の振動が入力される上部伝達部材と、
前記壁面の外側に設けられ、前記構造物の下梁の水平方向の振動が入力される下部伝達部材と、
前記上部伝達部材と前記下部伝達部材との間の振動による相対変位を減衰するダンパと、
前記上梁の壁面側の側面に固定される上部スペーサと、
前記下梁の壁面側の側面に固定される下部スペーサと、
前記上部スペーサの下面に当接する上部水平部と前記上部スペーサの壁面側の側面に締結される上部垂直部と有し、前記上部伝達部材を前記上梁に取り付ける上部取付部材と、
前記下部スペーサの上面に当接する下部水平部と壁面側の側面に締結される下部垂直部とを有し、前記下部伝達部材を前記下梁に取り付ける下部取付部材と、を備えたことを特徴とする制振装置。
An upper transmission member provided outside the wall surface of the structure, to which horizontal vibration of the upper beam of the structure is input;
A lower transmission member provided on the outside of the wall surface, into which horizontal vibrations of a lower beam of the structure are input;
A damper for attenuating relative displacement due to vibration between the upper transmission member and the lower transmission member;
An upper spacer fixed to a side surface of the upper beam on the wall surface side;
A lower spacer fixed to the side surface of the wall surface of the lower beam;
An upper horizontal portion that contacts the lower surface of the upper spacer, and an upper vertical portion that is fastened to a side surface of the upper spacer on the wall surface side, and an upper mounting member that attaches the upper transmission member to the upper beam;
A lower mounting portion that has a lower horizontal portion that contacts the upper surface of the lower spacer and a lower vertical portion that is fastened to a side surface on the wall surface side, and that attaches the lower transmission member to the lower beam. Damping device.
構造物の外壁面には、前記上梁に対向する位置に上部開口と、前記下梁に対向する位置に下部開口とが形成され、
前記上部スペーサは前記上部開口から前記上梁の壁面側の側面に取り付けられ、
前記上部スペーサは前記下部開口から前記下梁の壁面側の側面に取り付けられたことを特徴とする請求項1に記載の制振装置。
On the outer wall surface of the structure, an upper opening is formed at a position facing the upper beam, and a lower opening is formed at a position facing the lower beam,
The upper spacer is attached to the side surface of the upper beam from the upper opening,
2. The vibration damping device according to claim 1, wherein the upper spacer is attached to a side surface of the lower beam from the lower opening.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015028243A (en) * 2013-07-30 2015-02-12 株式会社サトウ Seismic strengthening device, seismic strengthening structure, earthquake-proof building, and seismic strengthening method
JP2018066140A (en) * 2016-10-18 2018-04-26 日立オートモティブシステムズ株式会社 Vibration control device
KR20190047704A (en) 2016-10-18 2019-05-08 히다치 오토모티브 시스템즈 가부시키가이샤 Vibration suppression device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015028243A (en) * 2013-07-30 2015-02-12 株式会社サトウ Seismic strengthening device, seismic strengthening structure, earthquake-proof building, and seismic strengthening method
JP2018066140A (en) * 2016-10-18 2018-04-26 日立オートモティブシステムズ株式会社 Vibration control device
KR20190047704A (en) 2016-10-18 2019-05-08 히다치 오토모티브 시스템즈 가부시키가이샤 Vibration suppression device

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