JP2013234701A - Hysteretic damper and cabinet rack using the same - Google Patents

Hysteretic damper and cabinet rack using the same Download PDF

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JP2013234701A
JP2013234701A JP2012106503A JP2012106503A JP2013234701A JP 2013234701 A JP2013234701 A JP 2013234701A JP 2012106503 A JP2012106503 A JP 2012106503A JP 2012106503 A JP2012106503 A JP 2012106503A JP 2013234701 A JP2013234701 A JP 2013234701A
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damper
cabinet rack
hysteresis
beam member
portions
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JP5858534B2 (en
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Shuichi Ikeda
修一 池田
Hirotoshi Shimano
裕年 島野
Shigenori Saito
栄徳 斎藤
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Nippon Light Metal Co Ltd
Nikkeikin Aluminum Core Technology Co Ltd
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Nippon Light Metal Co Ltd
Nikkeikin Aluminum Core Technology Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a hysteretic damper and a cabinet rack using the same, for easily returning the cabinet rack, without impairing a shape of the applied cabinet rack, by absorbing vibrational energy by an earthquake in a state of keeping an interval of a damper.SOLUTION: A hysteretic damper 50 arranged between opposed surfaces of the other ends of beam members 22A having one ends joined to columns being a rigid body, includes a pair of base parts 51 respectively connected to the opposed surfaces of the beam members 22A, a pair of interval holding parts 52 having both ends connected to both base parts 51 and holding an interval between the base parts, and an elastically plastically deformable damper part 53 having both ends connected to the opposed surfaces of both mutual base parts smaller than an interval between both interval holding parts and absorbing the vibrational energy by relative displacement of the base part 51 generated when external force added to the beam member acts.

Description

この発明は、振動エネルギを吸収する履歴ダンパ及びそれを用いたキャビネットラックに関する。   The present invention relates to a hysteresis damper that absorbs vibration energy and a cabinet rack using the hysteresis damper.

一般に、サーバー等の電子機器類を収納するキャビネットラックにおいては、重要かつ膨大なデータが記憶されているため、安全面で耐震性が要求されている。また、美術工芸品を収納するキャビネットラックにおいても貴重価値のある美術工芸品を保護するために安全面で耐震性が要求されている。   In general, cabinet racks for storing electronic devices such as servers store important and enormous data, and therefore are required to have earthquake resistance in terms of safety. Also, cabinet racks for storing arts and crafts are required to be seismic for safety in order to protect valuable arts and crafts.

従来のこの種のキャビネットラックにおける耐震構造としては、キャビネットラック自体に耐震構造を持たせるものや、床面上に設置されてキャビネットラックに作用する震動を抑制する免震構造が知られている。また、建物等の構造物の構成部材の一部に振動エネルギを吸収する弾塑性ダンパを組み付けた制震構造が知られている。   As conventional seismic structures in this type of cabinet rack, there are known a seismic isolation structure that imparts a seismic structure to the cabinet rack itself and a seismic isolation structure that is installed on the floor surface and suppresses vibrations acting on the cabinet rack. There is also known a seismic control structure in which an elastic-plastic damper that absorbs vibration energy is attached to a part of structural members such as buildings.

キャビネットラック自体に耐震構造を持たせるものとしては、ラック本体の水平フレームと垂直フレームとのコーナ部を補強する補強金具を備え、補強金具に水平フレームに固定される水平部と、垂直フレームに固定される垂直部と、水平部と垂直部との交差部分に広がる筋交部とを一体的に設け、垂直フレームの長手縁に上下方向から筋交部に係合するリブを形成した耐震構造が知られている(例えば、特許文献1参照)。   The cabinet rack itself has an anti-seismic structure with reinforcing brackets that reinforce the corners of the horizontal and vertical frames of the rack body, and are fixed to the horizontal bracket and the vertical frame. An earthquake-resistant structure in which a vertical portion and a bracing portion extending at the intersection of the horizontal portion and the vertical portion are integrally provided, and a rib that engages with the bracing portion from the vertical direction is formed on the longitudinal edge of the vertical frame. It is known (see, for example, Patent Document 1).

また、免震構造としては、下部支持部材と、この下部支持部材に移動可能に取付けられキャビネットラックが載置される上部支持部材とを備えた免震ユニットが配置された免震装置において、上部支持部材の移動方向に沿って設けられた容器と、この容器に収容された粘性体と、粘性体内を移動することによって減衰力が発生する抵抗板と、上部支持部材に抵抗板を連結する連結手段と、を備えた構造のものが知られている(例えば、特許文献2参照)。特許文献2に記載のものによれば、床が震動したとき、下部支持部材と容器は揺れるが、上部支持部材に連結された抵抗板が粘性体に接して移動することになり、抵抗板に減衰力が発生し、この減衰力により、上部支持部材の移動が抑制され、キャビネットラックに作用する震動を抑制できる。   Further, as the seismic isolation structure, in the seismic isolation device in which the seismic isolation unit including the lower support member and the upper support member that is movably attached to the lower support member and on which the cabinet rack is placed is disposed, A container provided along the moving direction of the support member, a viscous body accommodated in the container, a resistance plate that generates a damping force by moving in the viscous body, and a connection for connecting the resistance plate to the upper support member And a means having a structure are known (for example, see Patent Document 2). According to the one described in Patent Document 2, when the floor vibrates, the lower support member and the container are shaken, but the resistance plate connected to the upper support member moves in contact with the viscous body, and the resistance plate A damping force is generated, the movement of the upper support member is suppressed by this damping force, and the vibration acting on the cabinet rack can be suppressed.

また、建造物の構成部材に弾塑性ダンパを組み付ける構造として、剛体に接合する左、右(又は上、下)の拘束部間に配置されたU字形弾塑性ダンパの対向辺部を左、右(又は上、下)拘束部に沿わせ、湾曲部を上、下(又は左、右)に位置させた状態で対向辺部の先端を左、右(又は上、下)拘束部に連結する制震構造が知られている(例えば、特許文献3参照)。特許文献3の技術をキャビネットラックに適用することが考えられる。   In addition, as a structure for assembling an elasto-plastic damper to a structural component of a building, the left and right sides of the U-shaped elasto-plastic damper disposed between the left and right (or upper and lower) restraints joined to the rigid body Along the (or up or down) restraint, the tip of the opposite side is connected to the left or right (or up or down) restraint with the curved part positioned up or down (or left or right). Damping structures are known (see, for example, Patent Document 3). It is conceivable to apply the technique of Patent Document 3 to a cabinet rack.

特開2008−177189号公報(特許請求の範囲、図1〜図3)JP 2008-177189 A (Claims, FIGS. 1 to 3) 特開2008−190560号公報(特許請求の範囲、図1,図2)JP 2008-190560 A (Claims, FIGS. 1 and 2) 特開2009−270336号公報(特許請求の範囲、図3,図4)JP 2009-270336 A (Claims, FIGS. 3 and 4)

しかしながら、特許文献1に記載の構造においては、キャビネットラック自体に耐震構造を持たせているため、震動に対するキャビネットラック自体の剛性を高めることができるが、大きな震動に対してキャビネットラックが転倒する懸念がある。したがって、床面に対するキャビネットラックの設置に強度が要求され、そのための転倒防止用の補強部材が必要となり、キャビネットラックの設置に手間を要すると共に、設置の自由度が制限される。   However, in the structure described in Patent Document 1, since the cabinet rack itself has a seismic structure, the rigidity of the cabinet rack itself with respect to vibration can be increased, but there is a concern that the cabinet rack may fall down due to large vibration. There is. Therefore, strength is required for the installation of the cabinet rack with respect to the floor surface, and a reinforcing member for preventing the overturn is required for that purpose, which requires time and labor for installation of the cabinet rack and limits the degree of freedom of installation.

また、特許文献2に記載の構造においては、機構が複雑な上コストが嵩み、かつ、キャビネットラックの設置場所に制限を受けるという問題がある。   Further, the structure described in Patent Document 2 has a problem that the mechanism is complicated and the cost is high, and the installation location of the cabinet rack is limited.

ところで、特許文献3に記載の構造をキャビネットラックに適用することにより、キャビネットラック自体に制震機能を有する弾塑性ダンパを備えることができる。しかし、特許文献3に記載の構造においては、地震の発生によりU字形弾塑性ダンパの湾曲部の曲率が小さくなって振動エネルギを吸収するため、地震により弾塑性ダンパの対向辺部間の間隔すなわちダンパが配置される拘束部間の間隔が保てず、対向辺部同士が平行移動できなくなって弾塑性ダンパの振動エネルギの吸収性能(制震性能)が維持できないという懸念がある。また、ダンパを配置した拘束部間の間隔が保てなくなることにより、キャビネットラックが変形して形状が損なわれ、キャビネットラックを元の形状に修復できないという懸念がある。   By applying the structure described in Patent Document 3 to a cabinet rack, the cabinet rack itself can be provided with an elastic-plastic damper having a vibration control function. However, in the structure described in Patent Document 3, since the curvature of the curved portion of the U-shaped elastic-plastic damper is reduced due to the occurrence of an earthquake and the vibration energy is absorbed, the distance between the opposing side portions of the elastic-plastic damper due to the earthquake, that is, There is a concern that the spacing between the restraining portions where the dampers are disposed cannot be maintained, and the opposing side portions cannot move in parallel, so that the vibration energy absorption performance (seismic performance) of the elastic-plastic damper cannot be maintained. In addition, since the interval between the restraining portions where the dampers are arranged cannot be maintained, there is a concern that the cabinet rack is deformed and the shape is lost, and the cabinet rack cannot be restored to the original shape.

この発明は、上記事情に鑑みてなされたもので、ダンパの間隔を保った状態で地震による振動エネルギを吸収することができ、適用したキャビネットラックの形状が損なうことなく、キャビネットラックの復帰を容易にした履歴ダンパ及びそれを用いたキャビネットラックを提供することを課題とする。   The present invention has been made in view of the above circumstances, and can absorb vibration energy due to an earthquake while maintaining a distance between dampers, and can easily return the cabinet rack without damaging the shape of the applied cabinet rack. It is an object of the present invention to provide a history damper and a cabinet rack using the history damper.

上記課題を達成するために、この発明の履歴ダンパは、それぞれ剛体に一端が接合された剛性部材の他端の対向面間に配置される履歴ダンパであって、上記両剛性部材の対向面にそれぞれ連結される一対の基部と、上記両基部に両端が連結されて基部間の間隔を保持する一対の間隔保持部と、上記両間隔保持部間における上記間隔より小さい上記両基部同士の対向面に両端が連結され、上記剛性部材に加わる外力作用時に生ずる上記基部の相対変位による振動エネルギを吸収する弾塑性変形可能なダンパ部と、を具備することを特徴とする(請求項1)。   In order to achieve the above object, the hysteresis damper according to the present invention is a hysteresis damper disposed between opposing surfaces of the other end of the rigid member each having one end joined to a rigid body, and is disposed on the opposing surfaces of the both rigid members. A pair of base portions connected to each other, a pair of interval holding portions whose both ends are connected to the both base portions to hold the interval between the base portions, and opposing surfaces of the both base portions smaller than the interval between the both interval holding portions And a damper part that is elastically plastically deformable to absorb vibration energy due to the relative displacement of the base part that is generated when an external force is applied to the rigid member.

このように構成することにより、地震発生によって剛性部材に加わる外力作用時に両基部が相対変位して平行移動すると、ダンパ部と間隔保持部に同じ変形量の曲げが生じるが、ダンパ部に比べて間隔保持部の距離が長いため、ダンパ部より先に間隔保持部が破壊するのを防止できる。これにより、基部の間隔が保たれた状態で、ダンパ部が振動エネルギを吸収することができる。   By configuring in this way, when both bases are displaced relative to each other when an external force is applied to the rigid member due to the occurrence of an earthquake, the damper part and the distance holding part are bent with the same deformation amount, but compared to the damper part. Since the distance of the interval holding portion is long, it is possible to prevent the interval holding portion from being broken before the damper portion. Thereby, a damper part can absorb a vibration energy in the state where the space | interval of the base part was maintained.

この発明の履歴ダンパにおいて、上記基部における上記間隔保持部より外側に延在する部位を上記剛性部材の対向面に連結可能に形成するのが好ましい(請求項2)。   In the hysteresis damper according to the present invention, it is preferable that a portion of the base portion that extends outward from the gap holding portion is formed so as to be connectable to the opposing surface of the rigid member.

このように構成することにより、履歴ダンパの設置対象物である剛性部材の対向面への連結を容易にすることができる。   By comprising in this way, the connection to the opposing surface of the rigid member which is an installation object of a hysteresis damper can be made easy.

また、この発明の履歴ダンパにおいて、上記ダンパ部は、同一の曲率を有する曲面形状に形成するのがよい(請求項3)。ここで、同一の曲率を有する曲面形状には、波形状や円弧形状の双方が含まれる。   In the hysteresis damper of the present invention, it is preferable that the damper portion is formed in a curved surface shape having the same curvature. Here, the curved surface shape having the same curvature includes both a wave shape and an arc shape.

このように構成することにより、剛性部材に加わる外力作用時に生ずる両基部の相対変位(移動)に対するダンパ部の塑性変形を均一にすることができる。   By configuring in this way, it is possible to make the plastic deformation of the damper part uniform with respect to the relative displacement (movement) of both base parts that occurs when an external force is applied to the rigid member.

また、この発明の履歴ダンパにおいて、上記ダンパ部は、互いに平行に複数設けられる構造であってもよい(請求項4)。   Further, in the history damper of the present invention, a plurality of the damper portions may be provided in parallel with each other (claim 4).

このように構成することにより、ダンパ部による振動エネルギの吸収効率を更に高めることができる。   By comprising in this way, the absorption efficiency of the vibration energy by a damper part can further be improved.

加えて、この発明の履歴ダンパはアルミニウム製押出形材にて形成されるのが好ましい(請求項5)。   In addition, it is preferable that the hysteresis damper of the present invention is formed of an aluminum extruded shape (claim 5).

このように構成することにより、寸法精度の高い履歴ダンパの作製が容易な上、軽量化が図れ、更にはリサイクルが可能であるため、資源の有効利用が図れる。   With such a configuration, it is easy to manufacture a hysteresis damper with high dimensional accuracy, and the weight can be reduced, and further, recycling is possible, so that resources can be effectively used.

また、この発明に係るキャビネットラックは、対峙する4本の剛体からなる支柱と、上記支柱の上部及び下部に直接又は剛性部材を介して接合される剛性を有する梁部材と、上記支柱間に架設され、載置物を載置するための棚板と、を具備するキャビネットラックにおいて、上記梁部材を2部材に分割し、分割された2部材の対向面間に、請求項1ないし5のいずれかに記載の履歴ダンパを配置すると共に、上記対向面に連結してなる、ことを特徴とする(請求項6)。   The cabinet rack according to the present invention includes four struts that are opposed to each other, a rigid beam member that is joined to the upper and lower portions of the strut directly or via a rigid member, and a bridge between the struts. And a shelf rack for placing a placement object, wherein the beam member is divided into two members, and between the divided two opposing surfaces, any one of claims 1 to 5 The hysteresis damper according to claim 1 is disposed and connected to the facing surface (claim 6).

このように構成することにより、地震発生時に、履歴ダンパにおいて、基部の間隔が保たれた状態で、ダンパ部が振動エネルギを吸収することができる。したがって、キャビネットラックの形状が損なわれないので、履歴ダンパを交換することができる。   With this configuration, when an earthquake occurs, the damper portion can absorb vibration energy in a state where the distance between the base portions is maintained in the history damper. Therefore, since the shape of the cabinet rack is not impaired, the history damper can be replaced.

この発明の履歴ダンパを用いたキャビネットラックにおいて、上記梁部材は、上記4本の支柱の上部及び下部において、隣接する2本に接合される互いに平行に配置される第1の梁部材と、上記第1の梁部材に対して短尺に形成され、上記両第1の梁部材に接合される互いに平行な2本の第2の梁部材とで構成するのが好ましい(請求項7)。   In the cabinet rack using the hysteresis damper according to the present invention, the beam members are arranged in parallel with each other at the upper and lower portions of the four columns, and are arranged in parallel to each other; Preferably, the first beam member is composed of two second beam members which are formed in a short length with respect to the first beam member and are joined to the first beam members and are parallel to each other.

このように構成することにより、キャビネットラック全体の強度(剛性)を高めることができると共に、各梁部材における振動エネルギの吸収性能(制震性能)を高めることができる。   By comprising in this way, while being able to raise the intensity | strength (rigidity) of the whole cabinet rack, the absorption capability (damping performance) of the vibration energy in each beam member can be improved.

また、この発明の履歴ダンパを用いたキャビネットラックにおいて、上記梁部材はアルミニウム製押出形材にて形成されると共に、上記履歴ダンパを連結する連結部材の挿入固定部が長手通しに形成されているのが好ましい(請求項8)。   Further, in the cabinet rack using the hysteresis damper of the present invention, the beam member is formed of an aluminum extruded shape, and an insertion fixing portion of a connecting member for connecting the hysteresis damper is formed in a longitudinal direction. (Claim 8).

このように構成することにより、履歴ダンパの連結部を備えた梁部材の作製が容易な上、梁部材と履歴ダンパの連結を容易にすることができる。   With this configuration, it is possible to easily manufacture a beam member having a hysteresis damper connecting portion, and to easily connect the beam member and the hysteresis damper.

この発明によれば、上記のように構成されているので、以下のような顕著な効果が得られる。   According to this invention, since it is configured as described above, the following remarkable effects can be obtained.

(1)請求項1記載の発明によれば、設置対象の剛性部材同士の対向面に連結される一対の基部の間隔が保たれた状態で、ダンパ部が振動エネルギを吸収することができる。したがって、制震性能の向上が図れる。また、基部の間隔が保たれた状態で、ダンパ部が振動エネルギを吸収することができるので、履歴ダンパを例えばキャビネットラックに適用した場合、キャビネットラックの形状が損なうことなく、キャビネットラックの復帰を容易にすることができる。   (1) According to invention of Claim 1, a damper part can absorb a vibration energy in the state with which the space | interval of a pair of base part connected with the opposing surface of the rigid members of installation object was maintained. Therefore, the vibration control performance can be improved. In addition, since the damper portion can absorb vibration energy in a state in which the distance between the base portions is maintained, when the hysteresis damper is applied to, for example, a cabinet rack, the cabinet rack can be restored without damaging the shape of the cabinet rack. Can be easily.

(2)請求項2記載の発明によれば、基部における間隔保持部より外側に延在する部位を剛性部材の対向面に連結可能に形成することにより、上記(1)に加えて、更に履歴ダンパの設置対象物である剛性部材の対向面への連結を容易にすることができる。   (2) According to the invention described in claim 2, in addition to the above (1), the history is further increased by forming the portion extending outside the gap holding portion in the base portion so as to be connectable to the opposing surface of the rigid member. It is possible to facilitate the connection of the rigid member that is the installation target of the damper to the opposing surface.

(3)請求項3記載の発明によれば、ダンパ部を、同一の曲率を有する曲面形状に形成することにより、剛性部材に加わる外力作用時に生ずる両基部の相対変位(移動)に対するダンパ部の塑性変形を均一にすることができるので、上記(1),(2)に加えて、更にダンパ全体を均一に塑性変形させ、振動エネルギの吸収性能(制震性能)を向上させることができる。   (3) According to the invention described in claim 3, by forming the damper portion into a curved surface shape having the same curvature, the damper portion is adapted to the relative displacement (movement) of both base portions that occur when an external force is applied to the rigid member. Since plastic deformation can be made uniform, in addition to the above (1) and (2), the entire damper can be further uniformly plastically deformed to improve vibration energy absorption performance (damping performance).

(4)請求項4記載の発明によれば、ダンパ部を、互いに平行に複数設けられる構造にすることにより、上記(1)〜(3)に加えて、更にダンパ部による振動エネルギの吸収効率を更に高めることができる。   (4) According to the invention described in claim 4, in addition to the above (1) to (3), the vibration energy absorption efficiency by the damper portion is provided by providing a plurality of damper portions in parallel with each other. Can be further increased.

(5)請求項5記載の発明によれば、履歴ダンパをアルミニウム製押出形材にて形成することにより、寸法精度の高い履歴ダンパの作製が容易な上、軽量化が図れ、更にはリサイクルが可能であるため、資源の有効利用が図れる。   (5) According to the invention described in claim 5, by forming the hysteresis damper with an aluminum extruded profile, it is easy to produce a hysteresis damper with high dimensional accuracy, and the weight can be reduced, and further recycling is possible. It is possible to use resources effectively.

(6)請求項6記載の発明によれば、地震発生時に、履歴ダンパにおいて、基部の間隔が保たれた状態で、ダンパ部が振動エネルギを吸収することができるので、キャビネットラックの形状が損なわれず、履歴ダンパを交換することができる。したがって、キャビネットラックの復帰を容易にすることができる。   (6) According to the invention described in claim 6, when the earthquake occurs, in the hysteresis damper, the damper portion can absorb the vibration energy in a state where the distance between the base portions is maintained, so that the shape of the cabinet rack is damaged. The history damper can be replaced. Therefore, the cabinet rack can be easily restored.

(7)請求項7記載の発明によれば、上記(6)に加えて、更にキャビネットラック全体の強度(剛性)を高めることができると共に、各梁部材における振動エネルギの吸収性能(制震性能)を高めることができる。   (7) According to the invention described in claim 7, in addition to the above (6), the overall strength (rigidity) of the cabinet rack can be further increased, and vibration energy absorbing performance (damping performance) in each beam member ) Can be increased.

(8)請求項8記載の発明によれば、上記(6),(7)に加えて、更に履歴ダンパの連結部を備えた梁部材の作製が容易な上、梁部材と履歴ダンパの連結を容易にすることができる。   (8) According to the eighth aspect of the invention, in addition to the above (6) and (7), it is easy to produce a beam member having a hysteresis damper connecting portion, and the beam member and the hysteresis damper are connected. Can be made easier.

この発明に係る履歴ダンパを適用したキャビネットラックの概略正面図である。It is a schematic front view of the cabinet rack to which the history damper concerning this invention is applied. 上記キャビネットラックの概略側面図である。It is a schematic side view of the said cabinet rack. 上記キャビネットラックの平面図である。It is a top view of the said cabinet rack. 図3のI部の拡大平面図(a)及び(a)の側面図(b)である。FIG. 4 is an enlarged plan view (a) and a side view (b) of part I in FIG. 3. この発明に係る第1実施形態の履歴ダンパの取付状態を示す分解斜視図である。It is a disassembled perspective view which shows the attachment state of the log | history damper of 1st Embodiment which concerns on this invention. 上記履歴ダンパの正面図(a)及び上記履歴ダンパの形状・寸法等を説明する正面図(b)である。It is the front view (b) explaining the front view (a) of the said hysteresis damper, and the shape, a dimension, etc. of the said hysteresis damper. この発明に係る第2実施形態の履歴ダンパを示す正面図である。It is a front view showing a history damper of a 2nd embodiment concerning this invention. 図3のII部の拡大平面図である。It is an enlarged plan view of the II part of FIG. この発明における支柱の平面図である。It is a top view of the support | pillar in this invention. この発明における支柱とカバー体の取付部を示す拡大断面図である。It is an expanded sectional view which shows the attaching part of the support | pillar and cover body in this invention. この発明における支柱とマウントレールの取付部を示す拡大断面図である。It is an expanded sectional view which shows the attaching part of the support | pillar and mount rail in this invention. 図1のIII部の拡大正面図である。It is an enlarged front view of the III section of FIG. この発明における側面上梁部材の正面図である。It is a front view of the side beam member in this invention. 上記側面上梁部材の一部を断面で示す側面図である。It is a side view which shows a part of said side beam member in a cross section. この発明における側面下梁部材の正面図(a)及び背面図(b)である。It is the front view (a) and back view (b) of the side lower beam member in this invention. 上記側面下梁部材の一部を断面で示す側面図(a)及び(a)のIV−IV線に沿う断面図(b)である。It is sectional drawing (b) which follows the IV-IV line | wire of the side view (a) and (a) which shows a part of said side beam member in a cross section. この発明における正面・背面梁部材の正面図(a)及び背面図(b)である。It is the front view (a) and back view (b) of the front and back beam member in this invention. 第1実施形態の履歴ダンパが変形した状態を示す正面図(a)及び第2実施形態の履歴ダンパが変形した状態を示す正面図(b)である。It is the front view (a) which shows the state where the history damper of a 1st embodiment changed, and the front view (b) which shows the state where the history damper of a 2nd embodiment changed. この発明に係る第3実施形態及び第4実施形態の履歴ダンパの取付状態を示す正面図である。It is a front view which shows the attachment state of the hysteresis damper of 3rd Embodiment and 4th Embodiment which concern on this invention.

以下に、この発明を実施するための形態について、添付図面に基づいて詳細に説明する。ここでは、この発明に係る剛体及び剛性部材からなるキャビネットラックを例えばサーバー等の電子機器類に適用した場合について説明する。   EMBODIMENT OF THE INVENTION Below, the form for implementing this invention is demonstrated in detail based on an accompanying drawing. Here, the case where the cabinet rack which consists of a rigid body and rigid member which concerns on this invention is applied to electronic devices, such as a server, is demonstrated.

<第1実施形態>
上記キャビネットラック1は、図1ないし図3に示すように、隣接する同士が直交状に対峙する4本の断面が中空矩形状の支柱10と、これら支柱10の上部及び下部において、それぞれ隣接する2本に接合される互いに平行な2本の第1の梁部材21A,21Bと、第1の梁部材21A,21Bに対して短尺に形成され、両第1の梁部材21A,21Bの対向面に接合される互いに平行な2本の第2の梁部材22A,22Bと、支柱10間に載置物例えばサーバー等の電子機器2を載置するための複数の棚板3を具備している。また、第1の梁部材21A,21B及び第2の梁部材22A,22Bの中間部には、それぞれこの発明に係る履歴ダンパ50が取り付けられている。なお、上部側の第1の梁部材21Aと第2の梁部材22Aの上面には天板5が被着され、下部側の第1の梁部材21Bと第2の梁部材22Bの下面には底板6が被着されている。
<First Embodiment>
As shown in FIG. 1 to FIG. 3, the cabinet rack 1 is adjacent to four columns 10 having a rectangular cross section adjacent to each other and orthogonal to each other at the upper and lower portions of the columns 10. Two first beam members 21A and 21B that are joined in parallel to each other, and the first beam members 21A and 21B are formed in a short length with respect to the first beam members 21A and 21B. And two parallel beam members 22A and 22B which are joined to each other, and a plurality of shelves 3 for placing an electronic device 2 such as a server, for example, between the columns 10. Further, hysteresis dampers 50 according to the present invention are attached to intermediate portions of the first beam members 21A and 21B and the second beam members 22A and 22B, respectively. The top plate 5 is attached to the upper surfaces of the upper first beam member 21A and the second beam member 22A, and the lower surfaces of the first beam member 21B and the second beam member 22B on the lower side. A bottom plate 6 is attached.

この場合、支柱10の上部における第1の梁部材21Aは、側面上梁部材を形成し、支柱10の下部における第1の梁部材21Bは、側面下梁部材を形成している。また、支柱10の上部における第2の梁部材22Aは、上部正面・背面梁部材を形成し、支柱10の下部における第2の梁部材22Bは、下部正面・背面梁部材を形成している。   In this case, the first beam member 21A in the upper part of the column 10 forms a side upper beam member, and the first beam member 21B in the lower part of the column 10 forms a side lower beam member. Further, the second beam member 22A in the upper part of the support column 10 forms an upper front / rear beam member, and the second beam member 22B in the lower part of the support column 10 forms a lower front / rear beam member.

支柱10はアルミニウム製押出形材にて形成されており、図8及び図9に示すように、中空矩形状の支柱本体11と、支柱本体11の各辺部12の内側面の隅角側にそれぞれ隣接する辺部12に向かって開口する狭隘開口状のビスポケット13とを具備している。また、支柱本体11の外側に位置する一つの辺部12の外側面の隅角側には隅角側に向かって開口するL字状のフック部14が突設され、フック部14より中間部側には第1の取付孔15aが設けられている。このフック部14と取付孔15aを介して支柱10の正面側及び背面側に断面が変形コ字状のカバー体30が取り付けられるようになっている。   As shown in FIGS. 8 and 9, the support column 10 is formed of an extruded aluminum member. As shown in FIGS. 8 and 9, the support column 11 has a hollow rectangular shape and a corner on the inner surface of each side 12 of the support column body 11. Narrow opening-shaped screw pockets 13 each opening toward the adjacent side portion 12 are provided. In addition, an L-shaped hook portion 14 that projects toward the corner side is projected on the corner side of the outer side surface of one side portion 12 located outside the column main body 11. A first attachment hole 15a is provided on the side. A cover body 30 having a U-shaped cross section is attached to the front side and the back side of the column 10 via the hook portion 14 and the attachment hole 15a.

上記カバー体30はアルミニウム製押出形材にて形成されており、図8に示すように、フック部14に係合する係合爪部32を一端に有するL字状のカバー本体31と、カバー本体31の係合爪部32の近傍位置から略クランク状に突設されて支柱10の辺部12に当接する取付片33と、を具備している。このカバー体30は、係合爪部32を支柱10のフック部14に係合し、取付片33を支柱10の辺部12に当接した状態で、取付片33に設けられた透孔34を貫通する取付ねじ35を支柱10に設けられた取付孔15aにねじ結合することで、支柱10の正面側及び背面側に取り付けられる(図9A参照)。このようにして取り付けられたカバー体30はキャビネットラック1に載置されるサーバー等の電子機器2の電気コード類の配線を案内するスペースを確保することができる。   The cover body 30 is formed of an aluminum extruded profile, and as shown in FIG. 8, an L-shaped cover body 31 having an engagement claw portion 32 engaged with the hook portion 14 at one end, and a cover And a mounting piece 33 that protrudes in a substantially crank shape from a position near the engaging claw portion 32 of the main body 31 and contacts the side portion 12 of the support column 10. The cover body 30 has a through hole 34 provided in the mounting piece 33 in a state where the engaging claw portion 32 is engaged with the hook portion 14 of the column 10 and the mounting piece 33 is in contact with the side portion 12 of the column 10. Are attached to the front side and the back side of the support column 10 (see FIG. 9A). The cover body 30 attached in this way can secure a space for guiding the wiring of the electric cords of the electronic device 2 such as a server mounted on the cabinet rack 1.

また、支柱10の正面側及び背面側の辺部12に隣接する内側の辺部12の上下の2箇所には、第2の取付孔15bが設けられており、この第2の取付孔15bを介して棚板3を支持するマウントレール40が取り付けられている。この場合、マウントレール40は、アングル材にて形成されており、一方の片41の上下の2箇所に透孔42が設けられ、他方の片43には適宜間隔をおいて複数の貫通孔44が設けられている。このように形成されるマウントレール40は、一方の片41に設けられた透孔42を貫通する取付ねじ45を支柱10に設けられた第2の取付孔15bにねじ結合することで、支柱10に固定される(図9B参照)。この状態で、他方の片43に設けられた任意の貫通孔44に棚板3を支持する支持ピン(図示せず)を嵌挿し、支持ピンに棚板3を載置してキャビネット1に棚板3を配置する。   Moreover, the 2nd attachment hole 15b is provided in the upper and lower two places of the inner side part 12 adjacent to the side part 12 of the front side and back side of the support | pillar 10, and this 2nd attachment hole 15b is provided. A mounting rail 40 that supports the shelf board 3 is attached. In this case, the mount rail 40 is formed of an angle material, and through holes 42 are provided at two locations above and below one piece 41, and a plurality of through holes 44 are provided in the other piece 43 with appropriate intervals. Is provided. The mount rail 40 formed in this manner is formed by screwing a mounting screw 45 penetrating through a through hole 42 provided in one piece 41 to a second mounting hole 15b provided in the column 10, thereby (See FIG. 9B). In this state, a support pin (not shown) for supporting the shelf plate 3 is inserted into an arbitrary through hole 44 provided in the other piece 43, and the shelf plate 3 is placed on the support pin to place the shelf in the cabinet 1. The board 3 is arranged.

側面上梁部材を形成する第1の梁部材21Aは、アルミニウム製押出形材にて形成されており、図10ないし図12に示すように、中空矩形状の本体23aと、本体23aの上辺部24aにおける内面の両端側に外方に向かって開口する狭隘開口状の2個の挿入固定部である上部ビスポケット27aと、本体23aの下辺部25aにおける内面の中間部の両側に内方(上方)に向かって開口する狭隘開口状の2個の挿入固定部である下部ビスポケット27cと、上部ビスポケット27aの一方と、この一方の上部ビスポケット27aが位置する隅角部と対向する隅角部とに連結される補強傾斜リブ28aと、を具備している。   The first beam member 21A forming the side upper beam member is formed of an aluminum extruded profile, and as shown in FIGS. 10 to 12, a hollow rectangular main body 23a and an upper side portion of the main body 23a The upper screw pockets 27a, which are two insertion fixing portions having narrow openings that open outward at both ends of the inner surface of the inner surface 24a, and inward (upward) on both sides of the intermediate portion of the inner surface of the lower side 25a of the main body 23a The lower screw pocket 27c, which is two insertion and fixing portions having a narrow opening opening toward the upper side), one of the upper screw pockets 27a, and the corner opposite to the corner where the one upper screw pocket 27a is located. And a reinforcing inclined rib 28a connected to the portion.

また、本体23aの長手方向の両端側の下辺部25aの4箇所には、第1の梁部材21Aを支柱10に固定する固定ボルト60が貫通可能な透孔61が設けられており、この透孔61を貫通する固定ボルト60が支柱10に設けられたビスポケット13にねじ結合されている(図3参照)。また、本体23aの一方の側辺部26の第2の梁部材22Aの取付位置には、第1の梁部材21Aと第2の梁部材22Aとを接合する4個の接合ボルト62が貫通する4個の貫通孔63が設けられている。これら貫通孔63を貫通する接合ボルト62が、後述する第2の梁部材22Aに設けられた挿入固定部であるビスポケット13にねじ結合されている。   In addition, through holes 61 through which fixing bolts 60 for fixing the first beam member 21A to the column 10 can be penetrated are provided at four locations on the lower side 25a on both ends in the longitudinal direction of the main body 23a. A fixing bolt 60 penetrating the hole 61 is screwed to the screw pocket 13 provided in the column 10 (see FIG. 3). Further, four joint bolts 62 for joining the first beam member 21A and the second beam member 22A pass through the attachment position of the second beam member 22A on one side portion 26 of the main body 23a. Four through holes 63 are provided. A joining bolt 62 penetrating these through holes 63 is screwed to a screw pocket 13 which is an insertion fixing portion provided in a second beam member 22A described later.

一方、側面下梁部材を形成する第1の梁部材21Bは、アルミニウム製押出形材にて形成されており、図13及び図14に示すように、中空矩形状の本体23bと、本体23bの上辺部24bにおける中間部の両側に内方(下方)に向かって開口する狭隘開口状の2個の挿入固定部である上部ビスポケット27bと、本体23bの下辺部25bにおける内面の両端側に外方に向かって開口する狭隘開口状の2個の挿入固定部である下部ビスポケット27dと、下部ビスポケット27dの一方と、この一方の下部ビスポケット27dが位置する隅角部と対向する隅角部とに連結される補強傾斜リブ28bと、を具備している。   On the other hand, the first beam member 21B forming the side lower beam member is formed of an aluminum extruded profile, and as shown in FIGS. 13 and 14, the hollow rectangular main body 23b and the main body 23b Upper screw pockets 27b, which are two narrow insertion openings that open inward (downward) on both sides of the middle part of the upper side part 24b, and outside both ends of the inner surface of the lower side part 25b of the main body 23b. The lower screw pocket 27d, which is two insertion fixing portions having a narrow opening opening toward the direction, one of the lower screw pockets 27d, and a corner angle facing the corner portion where the one lower screw pocket 27d is located And a reinforcing inclined rib 28b connected to the portion.

また、図14(b)に示すように、第1の梁部材21Bの長手方向の一端部における本体23bの上辺部24bとこの上辺部24bの一端に隣接する一方の側辺部26a及び補強傾斜リブ28bの一部に渡って切欠き部64が設けられており、この切欠き部64に支柱10の下端部が挿入されるようになっている。また、本体23bの切欠き部64における下辺部25bには第1の梁部材21Bを設置する床面4に固定する固定ボルト65が貫通する透孔66が設けられている。   Further, as shown in FIG. 14B, the upper side 24b of the main body 23b at one end in the longitudinal direction of the first beam member 21B, one side part 26a adjacent to one end of the upper side 24b, and the reinforcing inclination A notch 64 is provided over a part of the rib 28 b, and the lower end of the support column 10 is inserted into the notch 64. In addition, a through hole 66 through which a fixing bolt 65 for fixing to the floor surface 4 on which the first beam member 21B is installed is provided in the lower side portion 25b of the cutout portion 64 of the main body 23b.

また、本体23bの他方の側辺部26bの第2の梁部材22の取付位置には、第1の梁部材21Bと第2の梁部材22とを接合する4個の接合ボルト62が貫通する4個の貫通孔63が設けられている。これら貫通孔63を貫通する接合ボルト62が、後述する第2の梁部材22に設けられた挿入固定部であるビスポケット13にねじ結合されている。   Further, four joint bolts 62 for joining the first beam member 21B and the second beam member 22 penetrate through the attachment position of the second beam member 22 on the other side portion 26b of the main body 23b. Four through holes 63 are provided. A joining bolt 62 penetrating these through holes 63 is screwed to a screw pocket 13 which is an insertion fixing portion provided in a second beam member 22 described later.

上記のように構成される第1の梁部材21A,21Bは、分割された2部材にて形成され、両部材の対向間に後述する履歴ダンパ50が配置される。   The first beam members 21A and 21B configured as described above are formed by two divided members, and a hysteresis damper 50, which will be described later, is disposed between the two members facing each other.

一方、上部及び下部正面・背面梁部材を形成する第2の梁部材22A,22Bは、アルミニウム製押出形材にて形成されており、上部正面・背面梁部材を形成する第2の梁部材22Aを代表して説明すると、図5及び図15に示すように、中空矩形状の本体23cと、本体23cの上辺部24cにおける中間部の両側に内方(下方)に向かって開口する狭隘開口状の2個の挿入固定部である上部ビスポケット27eと、本体23cの下辺部25cにおける内面の両端側に外方に向かって開口する狭隘開口状の2個の挿入固定部である下部ビスポケット27fと、下部ビスポケット27fの一方と、この一方の下部ビスポケット27fが位置する隅角部と対向する隅角部とに連結される補強傾斜リブ28cと、を具備している。   On the other hand, the second beam members 22A, 22B forming the upper and lower front / back beam members are formed of an aluminum extruded profile, and the second beam members 22A forming the upper front / back beam members. As shown in FIGS. 5 and 15, as shown in FIG. 5 and FIG. 15, a narrow rectangular opening that opens inward (downward) on both sides of a hollow rectangular main body 23c and an intermediate portion of the upper side 24c of the main body 23c. The upper screw pocket 27e which is two insertion fixing portions of the main body 23c, and the lower screw pocket 27f which is two insertion fixing portions having narrow openings that open outward at both ends of the inner surface of the lower side portion 25c of the main body 23c. And a reinforcing inclined rib 28c connected to one corner of the lower screw pocket 27f and a corner opposite to the corner where the one lower screw pocket 27f is located.

上記第1の梁部材21A,21Bと第2の梁部材22A,22Bは、それぞれ2部材に分割され、分割された2部材の対向面間に履歴ダンパ50が配置されている。   The first beam members 21A and 21B and the second beam members 22A and 22B are each divided into two members, and a hysteresis damper 50 is disposed between the opposed surfaces of the divided two members.

次に、上部正面・背面梁部材を形成する第2の梁部材22Aの分割された2部材の対向面間に配置される履歴ダンパ50を代表して履歴ダンパ50について説明する。   Next, the hysteresis damper 50 will be described as a representative of the hysteresis damper 50 disposed between the opposed surfaces of the divided two members of the second beam member 22A forming the upper front / back beam member.

履歴ダンパ20はアルミニウム製押出形材にて形成されており、図4ないし図6に示すように、分割された第2の梁部材22Aの対向面にそれぞれ連結される一対の基部51と、両基部51に両端が連結されて基部51間の間隔L1を保持する一対の間隔保持部52と、両間隔保持部52間における間隔L1より小さい間隔L2の両基部同士の対向面に両端が連結され、第2の梁部材22Aに加わる外力作用時に生ずる基部51の相対変位による振動エネルギを吸収する弾塑性変形可能なダンパ部53と、を具備している。   The hysteresis damper 20 is formed of an aluminum extruded profile. As shown in FIGS. 4 to 6, the pair of base portions 51 respectively connected to the opposed surfaces of the divided second beam member 22A, Both ends are connected to a pair of interval holding portions 52 that are connected to the base 51 at both ends to hold the interval L1 between the bases 51, and opposite surfaces of both bases that are smaller than the interval L1 between the interval holding portions 52. And an elastically plastically deformable damper portion 53 that absorbs vibration energy due to the relative displacement of the base portion 51 that is generated when an external force is applied to the second beam member 22A.

この場合、両基部51と両間隔保持部52とで矩形状の中空部54が形成され、中空部54における両間隔保持部52間にダンパ部53が形成されている。   In this case, a rectangular hollow portion 54 is formed by both the base portions 51 and the both interval holding portions 52, and a damper portion 53 is formed between the both interval holding portions 52 in the hollow portion 54.

また、基部51における間隔保持部52より外側に延在する部位51aには、第2の梁部材22A,22Bに設けられたビスポケット27e,27fに対応する透孔55が設けられており、これら透孔55を貫通する連結部材である連結ボルト56が第2の梁部材22A,22Bに設けられたビスポケット27e,27fにねじ結合されて、履歴ダンパ50が分割された第2の梁部材22Aの対向面間に連結されている。なお、連結ボルト56の頭部56aには六角穴56bが設けられており、六角レンチ等の工具を用いて連結ボルト56の締め付けや取り外しが行えるようになっている。   Further, in the portion 51a extending outside the interval holding portion 52 in the base portion 51, through holes 55 corresponding to the screw pockets 27e and 27f provided in the second beam members 22A and 22B are provided. A connecting bolt 56 that is a connecting member penetrating the through hole 55 is screwed to screw pockets 27e and 27f provided in the second beam members 22A and 22B, and the hysteresis damper 50 is divided into the second beam member 22A. It is connected between the opposing surfaces. The head 56a of the connecting bolt 56 is provided with a hexagonal hole 56b so that the connecting bolt 56 can be tightened or removed using a tool such as a hexagon wrench.

第1実施形態においては、基部51の中間部には、対向する基部51に向かって略台形状に屈曲する台形屈曲部51bが形成されており、両台形屈曲部51b間の間隔L2が間隔保持部52による両基部51間の間隔L1より小さくなっている。なお、基部51に台形屈曲部51bを設ける代わりに基部51の中間部に台形膨隆部を設けて肉厚を厚くしてもよい。   In the first embodiment, a trapezoidal bent portion 51b that is bent in a substantially trapezoidal shape toward the opposing base 51 is formed in the intermediate portion of the base 51, and the interval L2 between the trapezoid bent portions 51b is maintained. It is smaller than the distance L1 between the base portions 51 by the portion 52. Instead of providing the base 51 with the trapezoidal bent portion 51b, a trapezoidal bulge may be provided in the middle of the base 51 to increase the thickness.

また、第1実施形態では、ダンパ部53は、同一の曲率を有する曲面形状例えば波形状に形成されている。ここでは、ダンパ部53は凹凸波形状に形成されているが、これに代えて、ダンパ部53を同一の曲率を有する円弧形状にしてもよい。   In the first embodiment, the damper portion 53 is formed in a curved surface shape having the same curvature, for example, a wave shape. Here, the damper portion 53 is formed in an uneven wave shape, but instead, the damper portion 53 may be formed in an arc shape having the same curvature.

上記のように形成される履歴ダンパ50によれば、地震発生によって第2の梁部材22Aに加わる外力作用時に両基部51が相対変位して平行移動すると、ダンパ部53と間隔保持部52に同じ変形量の曲げが生じるが、ダンパ部53に比べて間隔保持部52の距離が長いため、間隔保持部52の歪みをダンパ部53の歪みより小さくすることができ、ダンパ部53より先に間隔保持部52が破壊するのを防止できる。これにより、基部51の間隔が保たれた状態で、ダンパ部53が振動エネルギを吸収することができる(図16(a)参照)。   According to the hysteresis damper 50 formed as described above, when both base portions 51 are relatively displaced and moved in parallel when an external force is applied to the second beam member 22A due to the occurrence of an earthquake, the damper portion 53 and the interval holding portion 52 are the same. Although the bending of the deformation amount occurs, since the distance of the interval holding portion 52 is longer than that of the damper portion 53, the distortion of the interval holding portion 52 can be made smaller than the distortion of the damper portion 53, and the interval before the damper portion 53 is increased. The holding portion 52 can be prevented from being broken. Thereby, the damper part 53 can absorb vibration energy in a state in which the distance between the base parts 51 is maintained (see FIG. 16A).

また、基部51における間隔保持部52より外側に延在する部位に設けられた透孔55を貫通する連結ボルト56を第2の梁部材22Aに設けられたビスポケット27e,27fにねじ結合することにより、履歴ダンパ50の設置対象物である分割された第2の梁部材22Aの対向面への連結を容易にすることができる。   Further, the connecting bolt 56 penetrating the through hole 55 provided in the portion extending outside the spacing holding portion 52 in the base portion 51 is screwed to the screw pockets 27e and 27f provided in the second beam member 22A. Thereby, the connection to the opposing surface of the divided second beam member 22A, which is the installation object of the history damper 50, can be facilitated.

また、ダンパ部53を同一の曲率を有する曲面形状に形成することにより、第2の梁部材22Aに加わる外力作用時に生ずる両基部51の相対変位(移動)に対するダンパ部53の塑性変形を均一にすることができるので、ダンパ全体を均一に塑性変形させ、振動エネルギの吸収性能(制震性能)を向上させることができる。   Further, by forming the damper portion 53 into a curved surface shape having the same curvature, the plastic deformation of the damper portion 53 with respect to the relative displacement (movement) of the both base portions 51 that occurs when an external force is applied to the second beam member 22A is made uniform. Therefore, the entire damper can be plastically deformed uniformly, and the vibration energy absorption performance (damping performance) can be improved.

また、履歴ダンパ50をアルミニウム製押出形材にて形成することにより、寸法精度の高い履歴ダンパ50の作製が容易な上、軽量化が図れ、更にはリサイクルが好適であるため、資源の有効利用が図れる。   In addition, since the hysteresis damper 50 is formed of an aluminum extruded shape, it is easy to manufacture the hysteresis damper 50 with high dimensional accuracy, the weight can be reduced, and the recycling is suitable. Can be planned.

上記説明では、履歴ダンパ50を上部正面・背面梁部材を形成する第2の梁部材22Aの分割梁部材間に配置した場合について説明したが、その他の梁部材すなわち下部正面・背面梁部材を形成する第2の梁部材22B、側面上梁部材を形成する第1の梁部材21A及び側面下梁部材を形成する第1の梁部材21Bにおいても同様に履歴ダンパ50を配置して、同様の制震機能を持たせることができる。なお、履歴ダンパ50を第2の梁部材22Bや第1の梁部材21A,21Bに配置する場合は、履歴ダンパ50の間隔保持部52より外側に延在する部位に設けられる透孔55を第2の梁部材22Bや第1の梁部材21A,21Bに設けられるビスポケット27a〜27d等に対応させればよい。   In the above description, the case where the hysteresis damper 50 is disposed between the divided beam members of the second beam member 22A that forms the upper front / back beam member has been described, but other beam members, that is, the lower front / back beam members are formed. The hysteresis dampers 50 are similarly arranged in the second beam member 22B, the first beam member 21A that forms the upper side beam member, and the first beam member 21B that forms the lower side beam member. It can have a seismic function. When the hysteresis damper 50 is disposed on the second beam member 22B or the first beam members 21A and 21B, a through hole 55 provided in a portion extending outside the interval holding portion 52 of the hysteresis damper 50 is provided in the first hole member 22B. What is necessary is just to make it respond | correspond to the screw pockets 27a-27d etc. which are provided in the 2nd beam member 22B and the 1st beam members 21A and 21B.

上記のように構成されるキャビネットラック1によれば、地震発生時に、履歴ダンパ50において、基部51の間隔が保たれた状態で、ダンパ部53が振動エネルギを吸収することができるので、キャビネットラック1の形状が損なわれない。したがって、キャビネットラック1自体の機能(電子機器2等の収納)が地震による震動エネルギ吸収後も失われない。また、振動エネルギ吸収後の履歴ダンパ50の交換も容易となる。   According to the cabinet rack 1 configured as described above, since the damper portion 53 can absorb vibration energy in the history damper 50 in a state where the distance between the base portions 51 is maintained in the event of an earthquake, the cabinet rack The shape of 1 is not impaired. Therefore, the function of the cabinet rack 1 itself (storage of the electronic device 2 and the like) is not lost even after the vibration energy is absorbed by the earthquake. In addition, the history damper 50 can be easily replaced after the vibration energy is absorbed.

また、キャビネットラック1を構成する梁部材は、4本の支柱10の上部及び下部において、隣接する2本に接合される互いに平行に配置される第1の梁部材21A,21Bと、第1の梁部材21A,21Bに対して短尺に形成され、両第1の梁部材21A,21Bに接合される互いに平行な2本の第2の梁部材22A,22Bとで構成されているので、キャビネットラック全体の強度(剛性)を高めることができると共に、各梁部材における振動エネルギの吸収性能(制震性能)を高めることができる。   Further, the beam members constituting the cabinet rack 1 include first beam members 21A and 21B arranged in parallel with each other at the upper and lower portions of the four support columns 10 and the first beam members 21A and 21B. Since it is composed of two second beam members 22A and 22B which are formed in a short length with respect to the beam members 21A and 21B and are joined to both the first beam members 21A and 21B, the cabinet rack The overall strength (rigidity) can be increased, and the vibration energy absorption performance (damping performance) of each beam member can be enhanced.

更に、第1及び第2の梁部材21A,21B,22A,22Bを、アルミニウム製押出形材にて形成すると共に、履歴ダンパ50を連結する連結ボルト56の挿入固定部であるビスポケット27a〜27fを長手通しに形成することにより、履歴ダンパ50の連結部を備えた梁部材21A,21B,22A,22Bの作製が容易な上、梁部材21A,21B,22A,22Bと履歴ダンパ50の連結を容易にすることができる。   Further, the first and second beam members 21A, 21B, 22A, 22B are formed of an aluminum extruded profile, and screw pockets 27a to 27f that are insertion fixing portions of the connecting bolt 56 for connecting the hysteresis damper 50 are used. By forming the beam members 21A, 21B, 22A, and 22B having the connecting portions of the hysteresis dampers 50, the beam members 21A, 21B, 22A, and 22B and the hysteresis dampers 50 can be connected to each other. Can be easily.

<第2実施形態>
上記第1実施形態では、履歴ダンパ50は、両基部51と両間隔保持部52とで形成される矩形状の中空部54における両間隔保持部52間に1つのダンパ部53が形成されている場合について説明したが、ダンパ部53を複数設けてもよい。
Second Embodiment
In the first embodiment, the history damper 50 is formed with one damper portion 53 between the two gap holding portions 52 in the rectangular hollow portion 54 formed by the two base portions 51 and the two gap holding portions 52. Although the case has been described, a plurality of damper portions 53 may be provided.

例えば、図7に示すように、両基部51と両間隔保持部52とで形成される矩形状の中空部54に2つのダンパ部53を形成してもよい。このようにダンパ部53を複数設けることにより、ダンパ部53による振動エネルギの吸収効率を更に高めることができる。すなわち、図16(b)に示すように、地震発生によって梁部材に加わる外力作用時に、2つのダンパ部53が弾塑性変形して振動エネルギを吸収することができる。   For example, as shown in FIG. 7, two damper portions 53 may be formed in a rectangular hollow portion 54 formed by both base portions 51 and both interval holding portions 52. By providing a plurality of damper portions 53 in this manner, the vibration energy absorption efficiency by the damper portions 53 can be further increased. That is, as shown in FIG. 16B, the two damper portions 53 can be elastically plastically deformed to absorb vibration energy when an external force is applied to the beam member due to the occurrence of an earthquake.

なお、上記説明ではダンパ部53が2つ形成される場合について説明したが、中空部54の中心点Cに関して点対称であれば、3以上の複数設けてもよい。   In the above description, the case where the two damper portions 53 are formed has been described. However, if the point is symmetrical with respect to the center point C of the hollow portion 54, a plurality of three or more may be provided.

なお、第2実施形態において、その他の部分は第1実施形態と同じであるので、同一部分には同一符号を付して説明は省略する。   In the second embodiment, the other parts are the same as those in the first embodiment, so the same parts are denoted by the same reference numerals and description thereof is omitted.

<第3、第4実施形態>
上記第1,2実施形態では、ダンパ部53が同一の曲率を有する曲面形状(波形状、円弧形状)に形成される場合について説明したが、ダンパ部53の形状は必ずしも曲面形状である必要はない。例えば、図17に示すように、両基部同士の対向面に両端が連結される同一の曲率を有する1つ又は複数(例えば2つ)の断面鼓形状のダンパ部53Aを有する履歴ダンパ50Aとしてもよい。ここで、ダンパ部53Aの断面を両端部の肉厚に比べて中央部の肉厚が薄い鼓形とした理由は、履歴ダンパ50Aに作用する地震等による加振力あるいは振動に伴う外力によりダンパ部53Aの変形をし易くするためである。
<Third and Fourth Embodiment>
In the first and second embodiments, the case where the damper portion 53 is formed in a curved surface shape (wave shape, arc shape) having the same curvature has been described, but the shape of the damper portion 53 is not necessarily a curved surface shape. Absent. For example, as shown in FIG. 17, a hysteresis damper 50 </ b> A having one or a plurality of (for example, two) drum-shaped damper portions 53 </ b> A having the same curvature and having both ends connected to opposite surfaces of both base portions. Good. Here, the reason why the section of the damper portion 53A has a drum shape in which the thickness of the central portion is thinner than the thickness of both end portions is that the damper is caused by an excitation force due to an earthquake or the like acting on the hysteresis damper 50A or an external force accompanying vibration. This is to facilitate the deformation of the portion 53A.

なお、第3、第4実施形態において、その他の部分は第1実施形態と同じであるので、同一部分には同一符号を付して説明は省略する。   In addition, in 3rd, 4th embodiment, since another part is the same as 1st Embodiment, the same code | symbol is attached | subjected to the same part and description is abbreviate | omitted.

<その他の実施形態>
なお、上記実施形態では、この発明に係る履歴ダンパ50,50Aを用いたキャビネットラック1がサーバー7を収納するキャビネットラックに適用される場合について説明したが、この発明に係るキャビネットラックは、サーバー以外の電子機器やその他の機器類あるいは美術工芸品等の収納用のキャビネットラックにも適用できる。
<Other embodiments>
In the above-described embodiment, the case where the cabinet rack 1 using the history dampers 50 and 50A according to the present invention is applied to the cabinet rack that houses the server 7 is described. However, the cabinet rack according to the present invention is other than the server. It can also be applied to cabinet racks for storing electronic devices, other devices, and arts and crafts.

また、上記実施形態では、第1の梁部材21A,21Bに対して第2の梁部材22A,22Bを短尺にした場合について説明したが、この発明に係るキャビネットラックの形状は必ずしもこれに限定されるものではない。例えば、第1の梁部材21A,21Bと第2の梁部材22A,22Bを同寸法にして、それぞれ支柱10の上部及び下部に接合したキャビネットにも適用できる。   Moreover, although the said embodiment demonstrated the case where 2nd beam member 22A, 22B was shortened with respect to 1st beam member 21A, 21B, the shape of the cabinet rack based on this invention is not necessarily limited to this. It is not something. For example, the first beam members 21A and 21B and the second beam members 22A and 22B have the same dimensions, and can be applied to a cabinet in which the upper and lower portions of the column 10 are joined.

1 キャビネットラック
3 棚板
10 支柱
21A,21B 第1の梁部材(側面上梁部材、側面下梁部材)
27a,27b,27e 上部ビスポケット(挿入固定部)
27c,27d,27f 下部ビスポケット(挿入固定部)
50,50A 履歴ダンパ
51 基部
51a 延在部位
52 間隔保持部
53,53Aダンパ部
54 中空部
55 透孔
56 連結ボルト(連結部材)
62 接合ボルト
L1 基部の間隔保持部間の間隔
L2 基部のダンパ部間の間隔
DESCRIPTION OF SYMBOLS 1 Cabinet rack 3 Shelf board 10 Support | pillar 21A, 21B 1st beam member (a side upper beam member, a side lower beam member)
27a, 27b, 27e Upper screw pocket (insertion fixing part)
27c, 27d, 27f Lower screw pocket (insertion fixing part)
50, 50A History damper 51 Base 51a Extension part 52 Space holding part 53, 53A damper part 54 Hollow part 55 Through hole 56 Connection bolt (connection member)
62 Joining bolt L1 Interval between base holding portions L2 Interval between base damper portions

Claims (8)

それぞれ剛体に一端が接合された剛性部材の他端の対向面間に配置される履歴ダンパであって、
上記両剛性部材の対向面にそれぞれ連結される一対の基部と、
上記両基部に両端が連結されて基部間の間隔を保持する一対の間隔保持部と、
上記両間隔保持部間における上記間隔より小さい上記両基部同士の対向面に両端が連結され、上記剛性部材に加わる外力作用時に生ずる上記基部の相対変位による振動エネルギを吸収する弾塑性変形可能なダンパ部と、
を具備することを特徴とする履歴ダンパ。
Hysteresis dampers disposed between opposing surfaces of the other end of the rigid member each having one end joined to a rigid body,
A pair of bases respectively connected to opposing surfaces of the two rigid members;
A pair of interval holding portions that are connected to both the base portions at both ends and hold the interval between the base portions;
An elastically plastically deformable damper that has both ends connected to the opposing surfaces of the bases smaller than the gap between the gap holding parts and absorbs vibration energy due to the relative displacement of the base that occurs when an external force is applied to the rigid member. And
A history damper characterized by comprising:
請求項1記載の履歴ダンパにおいて、
上記基部における上記間隔保持部より外側に延在する部位を上記剛性部材の対向面に連結可能に形成してなる、ことを特徴とする履歴ダンパ。
The history damper according to claim 1,
A hysteresis damper, wherein a portion of the base that extends outward from the gap holding portion is formed so as to be connectable to the opposing surface of the rigid member.
請求項1又は2に記載の履歴ダンパにおいて、
上記ダンパ部は、同一の曲率を有する曲面形状に形成されている、ことを特徴とする履歴ダンパ。
In the history damper according to claim 1 or 2,
The damper is characterized in that the damper part is formed in a curved surface shape having the same curvature.
請求項1ないし3のいずれかに記載の履歴ダンパにおいて、
上記ダンパ部は、互いに平行に複数設けられている、ことを特徴とする履歴ダンパ。
The history damper according to any one of claims 1 to 3,
A history damper, wherein a plurality of damper portions are provided in parallel to each other.
請求項1ないし4のいずれかに記載の履歴ダンパにおいて、
アルミニウム製押出形材にて形成されることを特徴とする履歴ダンパ。
In the history damper according to any one of claims 1 to 4,
A hysteresis damper formed of an aluminum extruded profile.
対峙する4本の剛体からなる支柱と、上記支柱の上部及び下部に直接又は剛性部材を介して接合される剛性を有する梁部材と、上記支柱間に架設され、載置物を載置するための棚板と、を具備するキャビネットラックにおいて、
上記梁部材を2部材に分割し、分割された2部材の対向面間に、請求項1ないし5のいずれかに記載の履歴ダンパを配置すると共に、上記対向面に連結してなる、ことを特徴とする履歴ダンパを用いたキャビネットラック。
A strut composed of four rigid bodies facing each other, a rigid beam member joined directly or via a rigid member to the upper and lower portions of the strut, and a bridge member placed between the struts for placing a placement object In a cabinet rack comprising a shelf board,
The beam member is divided into two members, and the hysteresis damper according to any one of claims 1 to 5 is disposed between opposing surfaces of the divided two members, and is connected to the opposing surfaces. A cabinet rack with a history damper.
請求項6記載の履歴ダンパを用いたキャビネットラックにおいて、
上記梁部材は、上記4本の支柱の上部及び下部において、隣接する2本に接合される互いに平行に配置される第1の梁部材と、上記第1の梁部材に対して短尺に形成され、上記両第1の梁部材に接合される互いに平行な2本の第2の梁部材とからなる、ことを特徴とする履歴ダンパを用いたキャビネットラック。
In the cabinet rack using the history damper according to claim 6,
The beam members are formed to be short with respect to the first beam member and the first beam member arranged in parallel to each other at the upper and lower portions of the four columns, and joined to two adjacent beams. A cabinet rack using a hysteresis damper, comprising: two second beam members parallel to each other joined to the first beam members.
請求項6又は7に記載の履歴ダンパを用いたキャビネットラックにおいて、
上記梁部材はアルミニウム製押出形材にて形成されると共に、上記履歴ダンパを連結する連結部材の挿入固定部が長手通しに形成されている、ことを特徴とする履歴ダンパを用いたキャビネットラック。
In the cabinet rack using the history damper according to claim 6 or 7,
A cabinet rack using a hysteresis damper, wherein the beam member is formed of an aluminum extruded profile, and an insertion fixing portion of a connecting member for coupling the hysteresis damper is formed in a longitudinal direction.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107489296A (en) * 2017-09-30 2017-12-19 沈阳建筑大学 The energy-dissipating and shock-absorbing attachment structure and assembly method of assembly concrete coupling beam

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311921A (en) * 1992-05-11 1993-11-22 Mitsui Constr Co Ltd Damping device
JP2005217380A (en) * 2004-02-02 2005-08-11 Kawamura Electric Inc Cabinet truck
JP2008038464A (en) * 2006-08-07 2008-02-21 Asian Silverwood Kk Vibration control wall structure for steel house
JP2011236685A (en) * 2010-05-12 2011-11-24 Nippon Light Metal Co Ltd Vibration control device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311921A (en) * 1992-05-11 1993-11-22 Mitsui Constr Co Ltd Damping device
JP2005217380A (en) * 2004-02-02 2005-08-11 Kawamura Electric Inc Cabinet truck
JP2008038464A (en) * 2006-08-07 2008-02-21 Asian Silverwood Kk Vibration control wall structure for steel house
JP2011236685A (en) * 2010-05-12 2011-11-24 Nippon Light Metal Co Ltd Vibration control device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107489296A (en) * 2017-09-30 2017-12-19 沈阳建筑大学 The energy-dissipating and shock-absorbing attachment structure and assembly method of assembly concrete coupling beam

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