JP2010185534A - Fixing member for isolation system - Google Patents

Fixing member for isolation system Download PDF

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JP2010185534A
JP2010185534A JP2009030841A JP2009030841A JP2010185534A JP 2010185534 A JP2010185534 A JP 2010185534A JP 2009030841 A JP2009030841 A JP 2009030841A JP 2009030841 A JP2009030841 A JP 2009030841A JP 2010185534 A JP2010185534 A JP 2010185534A
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seismic isolation
plate
support leg
sliding
isolation device
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Atsuhiko Kobayashi
淳彦 小林
Atsushi Shigoka
淳 新後閑
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Senqcia Corp
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Hitachi Metals Techno Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a fixing member for isolation system which can surely fix the isolation system to a free access floor in such a condition that the isolation system installed on the free access floor is not lifted or fallen with respect to a floor panel when an earthquake occurs. <P>SOLUTION: A fixing hardware 36 includes a body 41, a pressing plate 38, and a U bolt 45. The body 41 is a plate member having a profile in an L character of cross section and has 2 surfaces of receiving member joining section 39 and supporting leg securing section 43. A notch section 42 through which a supporting leg 19 penetrates is provided in the supporting leg securing section 43. The pressing plate 38 is a plate member shaped in the L character of cross section, and installed so that one side surface may close an opening section of U character shaped notch section 42, and the other side surface of the pressing plate 38 is turned to a receiving member joining section 39 side of the body 41, and penetrated by the U bolt 45 from the receiving member joining section 39 side for fixing by a nut. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、特にフリーアクセスフロアに用いられる免震装置用固定部材に関するものである。   The present invention relates to a seismic isolation device fixing member used particularly for a free access floor.

従来、フリーアクセスフロア上に載置されるサーバ等の設備に対して免震機能を得るためには、フロア全体を免震構造にするか、または、フロアパネル上に簡易な免震装置を設置する方法が採られているが、フロア全体を免震構造とするような方法では、規模が大きくなるため、免震構造としての費用がかさみ、工期も長くなるという問題がある。   Conventionally, in order to obtain a seismic isolation function for equipment such as servers placed on a free access floor, the entire floor is made a seismic isolation structure, or a simple seismic isolation device is installed on the floor panel. However, there is a problem that the method of making the entire floor a seismic isolation structure increases the scale, which increases the cost of the seismic isolation structure and increases the construction period.

また、特に、フロアパネル上に簡易な免震装置を設置する場合には、地震時にフロアパネル自体の落下や浮き上がりなどの問題がある。このため、フロアパネル上に免震装置を設置したのみでは、上下方向の免震効果が小さい。また、サーバ部分のみを簡易な方法で確実に免震することが可能で、かつフリーアクセスフロアの一部に組み込まれる免震装置は存在せず、このような免震構造の設置方法については存在しなかった。   In particular, when a simple seismic isolation device is installed on the floor panel, there is a problem that the floor panel itself falls or rises during an earthquake. For this reason, the seismic isolation effect in the vertical direction is small only by installing the seismic isolation device on the floor panel. In addition, there is no seismic isolation device that can be installed in a part of the free access floor, and it is possible to install the seismic isolation structure. I didn't.

従来より、建物などの免震に使用されている免震構造としては、例えば、上下のベアリングプレートに球径の剛性ボールを配置し地震による振動をベアリングプレート内の剛性ボールの転がり時の抵抗により吸収する地震アイソレーションベアリングがある(例えば、特許文献1参照)。   Conventionally, as a base isolation structure used for base isolation such as buildings, for example, rigid balls with a spherical diameter are arranged on the upper and lower bearing plates, and the vibration caused by the earthquake is caused by the resistance when the rigid balls in the bearing plate roll. There is a seismic isolation bearing that absorbs (see, for example, Patent Document 1).

特開2002−266933号公報JP 2002-266933 A

しかしながら、特許文献1に記載の地震アイソレーションベアリングは、剛性ボールの転がり抵抗によって振動を吸収するが、転がり抵抗による振動エネルギーの吸収には限界があり、減衰能力があまり高くできないという問題がある。また、剛性ボールが振動によって上下のベアリングプレートから飛び出してしまう恐れがある。   However, the seismic isolation bearing described in Patent Document 1 absorbs vibration by rolling resistance of a rigid ball, but there is a limit to absorption of vibration energy by rolling resistance, and there is a problem that the damping capacity cannot be increased so much. Further, the rigid ball may jump out of the upper and lower bearing plates due to vibration.

また、剛性ボールと上下のベアリングプレートとの設置が点接触となるため、剛性ボールの剛性が極めて高くないと剛性ボールの変形や破損のおそれがあるという問題がある。   Further, since the installation of the rigid ball and the upper and lower bearing plates is a point contact, there is a problem that the rigid ball may be deformed or damaged unless the rigidity of the rigid ball is extremely high.

また、このような免震構造は通常の構造物に対して使用されるものであり、そもそもフリーアクセスフロアの免震構造として考慮されていない。すなわち、特許文献1の免震構造をどのようにフロアパネルに設置するかについては、全く考慮されていない。このため、フロアパネル上にこのまま設置しても、フロアパネルの浮き上がりや落下等の問題は解決できない。また、フロアパネル上に免震装置が設置されるため、免震装置の高さが高くなり、その上に設置される装置等がかえって不安定となるなどの問題がある。   Moreover, such a seismic isolation structure is used for a normal structure and is not considered as a seismic isolation structure for a free access floor. That is, no consideration is given to how the seismic isolation structure of Patent Document 1 is installed on the floor panel. For this reason, even if it installs on a floor panel as it is, problems, such as a floating and falling of a floor panel, cannot be solved. In addition, since the seismic isolation device is installed on the floor panel, there is a problem that the height of the seismic isolation device is increased and the device installed on the floor panel becomes unstable.

本発明は、このような問題に鑑みてなされたもので、その目的とするところは、フリーアクセスフロア上に設置された免震装置が、地震等が発生した際にフロアパネルに対して浮き上がったり落下したりすることがなく、免震装置を確実にフリーアクセスフロアに固定可能な免震装置用固定部材を提供することである。   The present invention has been made in view of such problems. The purpose of the present invention is to prevent the seismic isolation device installed on the free access floor from floating up against the floor panel when an earthquake or the like occurs. An object of the present invention is to provide a seismic isolation device fixing member that can securely fix a seismic isolation device to a free access floor without falling.

前述した目的を達成するための本発明は、フリーアクセスフロアの支持脚に受け部材を設置し、前記受け部材上に免震装置を設置する際に、前記受け部材を前記支持脚に対して固定するための免震装置用固定部材であって、略垂直に屈曲された板状の本体と、前記本体と接合される押さえ板と、前記押さえ板に接合される支持脚保持部材と、を具備し、前記本体は、前記受け部材と接合される接合部と、前記接合部とは略垂直な支持脚保持部と、前記支持脚保持部に設けられ、前記支持脚の軸が貫通する切欠き部とを具備し、前記押さえ板は、前記切欠き部の開口部を塞ぐように前記本体と接合可能であり、前記支持脚保持部材と前記押さえ板とで、前記切欠き部を貫通する支持脚を保持することが可能であることを特徴とする免震装置用固定部材である。   In order to achieve the above-described object, the present invention provides a receiving member installed on a support leg of a free access floor, and when the seismic isolation device is installed on the receiving member, the receiving member is fixed to the support leg. A fixing member for a seismic isolation device, comprising: a plate-like main body bent substantially vertically; a pressing plate bonded to the main body; and a support leg holding member bonded to the pressing plate. The main body includes a joint portion to be joined to the receiving member, a support leg holding portion that is substantially perpendicular to the joint portion, and a notch through which the shaft of the support leg passes. And the pressing plate can be joined to the main body so as to close the opening of the notch, and the support leg holding member and the pressing plate support the notch. Fixed base for seismic isolation devices, characterized by being able to hold the legs It is a member.

前記支持脚保持部材はUボルトであってもよい。前記切欠き部の開口幅は、前記Uボルトのボルト間隔よりも小さいことが望ましい。   The support leg holding member may be a U-bolt. The opening width of the notch is preferably smaller than the bolt interval of the U bolt.

本発明の免震装置用固定部材によれば、支持脚と免震装置の受け部材とを容易に、かつ確実に固定することができるため、フリーアクセスフロアに設置される免震装置が、地震等によってずれたりすることがなく、また、浮き上がりまたは落下等することがない。   According to the fixing member for a seismic isolation device of the present invention, since the support leg and the receiving member of the seismic isolation device can be easily and reliably fixed, the seismic isolation device installed on the free access floor is an earthquake. It does not shift due to, etc., and does not lift or fall.

免震装置用固定部材は、極めて簡易な構成であり、切欠き部に支持脚を挿入後、押さえ板およびUボルト等の支持脚保持部材で支持脚を抱え込むように設置すれば良いため、作業が容易である。   The seismic isolation device fixing member has a very simple structure, and after the support leg is inserted into the notch, it can be installed so that the support leg is held by a support leg holding member such as a holding plate and U bolt. Is easy.

また、切欠き部の開口幅をUボルトのボルト間隔よりも小さくすることで、支持脚の脚部に設けられるナット等が切欠き部に接し、固定部材の上方向へずれが規制されるとともに、固定部材と接合された受け部材が支持脚上面に接し、固定部材の下方向へのずれを規制することができる。すなわち、固定部材は、受け部材上に設置される免震装置の鉛直方向のずれを規制し、浮き上がりや落下を確実に防止することができる。さらに、Uボルトを用いれば、切欠き部とUボルトとで支持脚を抱え込むため、水平方向のずれを確実に防止することができる。   In addition, by making the opening width of the notch portion smaller than the bolt interval of the U-bolt, the nut provided on the leg portion of the support leg comes into contact with the notch portion, and the upward displacement of the fixing member is restricted. The receiving member joined to the fixing member is in contact with the upper surface of the support leg, and the downward displacement of the fixing member can be restricted. In other words, the fixing member can restrict vertical displacement of the seismic isolation device installed on the receiving member, and can surely prevent lifting and falling. Furthermore, if a U-bolt is used, the support leg is held by the notch and the U-bolt, so that a horizontal shift can be reliably prevented.

本発明によれば、フリーアクセスフロア上に設置された免震装置が、地震等が発生した際にフロアパネルに対して浮き上がったり落下したりすることがなく、免震装置を確実にフリーアクセスフロアに固定可能な免震装置用固定部材を提供することができる。   According to the present invention, the seismic isolation device installed on the free access floor does not float or fall with respect to the floor panel when an earthquake or the like occurs, and the seismic isolation device is securely connected to the free access floor. The fixing member for seismic isolation devices which can be fixed to can be provided.

免震装置1を示す分解斜視図。1 is an exploded perspective view showing a seismic isolation device 1. 免震装置1が組み立てられた状態を示す図で、(a)は正面図、(b)は摺動部材9近傍の拡大図。It is a figure which shows the state by which the seismic isolation apparatus 1 was assembled, (a) is a front view, (b) is an enlarged view of the sliding member 9 vicinity. 免震装置1の動作を示す図。The figure which shows operation | movement of the seismic isolation apparatus. 免震装置1の設置方法を示す図で、フロアパネル29を撤去した状態を示す図。The figure which shows the installation method of the seismic isolation apparatus 1, and is the figure which shows the state which removed the floor panel 29. FIG. 受け部材33、35を設置した状態を示す図で(a)は平面図、(b)は(a)のE−E線断面図。It is a figure which shows the state which installed the receiving members 33 and 35, (a) is a top view, (b) is the EE sectional view taken on the line of (a). 固定金具36を示す図で、(a)は分解斜視図、(b)は固定金具36により受け部材33を取り付けた状態を示す側面図、(c)は固定金具36により受け部材33を取り付けた状態を示す正面図。FIG. 3A is an exploded perspective view of the fixing bracket 36, FIG. 2B is a side view illustrating a state in which the receiving member 33 is attached by the fixing bracket 36, and FIG. The front view which shows a state. 下フレーム3を設置した状態を示す図で(a)は平面図、(b)は(a)のE−E線断面図。It is a figure which shows the state which installed the lower flame | frame 3, (a) is a top view, (b) is the EE sectional view taken on the line of (a). 下取付プレート5、下摺動プレート7を設置した状態を示す図で(a)は平面図、(b)は(a)のE−E線断面図。The figure which shows the state which installed the lower attachment plate 5 and the lower sliding plate 7, (a) is a top view, (b) is the EE sectional view taken on the line of (a). 摺動部材9、上摺動プレート11、上取付プレート13、上フレーム15を設置した状態を示す図で(a)は平面図、(b)は(a)のE−E線断面図。It is a figure which shows the state which installed the sliding member 9, the upper sliding plate 11, the upper attachment plate 13, and the upper frame 15, (a) is a top view, (b) is the EE sectional view taken on the line of (a). 上プレート17を設置した状態を示す図で、(a)は平面図、(b)は(a)のE−E線断面図。It is a figure which shows the state which installed the upper plate 17, (a) is a top view, (b) is the EE sectional view taken on the line of (a). その他の実施例を示す図で、(a)は免震装置60を示す図、(b)は免震装置70を示す図。It is a figure which shows another Example, (a) is a figure which shows the seismic isolation apparatus 60, (b) is a figure which shows the seismic isolation apparatus 70.

以下、図面に基づいて、本発明の実施の形態を詳細に説明する。図1は、本願発明にかかる免震装置用固定装置によって設置される免震装置1の分解斜視図であり、図2は組み立てられた状態を示す図である。免震装置1は、主に、下フレーム3、下取付プレート5、下摺動プレート7、摺動部材9、上摺動プレート11、上取付プレート13、上フレーム15、上プレート17等から構成される。なお、以下の説明において、特に必要がない限り、各部材の取り付けに用いられるボルトやナット等は図示を省略する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is an exploded perspective view of a seismic isolation device 1 installed by a seismic isolation device fixing device according to the present invention, and FIG. 2 is a diagram showing an assembled state. The seismic isolation device 1 mainly includes a lower frame 3, a lower mounting plate 5, a lower sliding plate 7, a sliding member 9, an upper sliding plate 11, an upper mounting plate 13, an upper frame 15, an upper plate 17, and the like. Is done. In the following description, unless otherwise specified, illustrations of bolts and nuts used for attaching each member are omitted.

下フレーム3は、免震装置1の下側の強度を確保するためのフレームであり、例えば角鋼管等を所定の形状に溶接等により接合したものである。下フレーム3の長手方向の長さは、設置されるフリーアクセスフロア用のフロアパネルの1辺長さと略同一の長さとなる。なお、下フレーム3は、図2に示すように、支持脚19上に設置される。   The lower frame 3 is a frame for ensuring the strength of the lower side of the seismic isolation device 1, and is formed by joining, for example, a square steel pipe or the like into a predetermined shape by welding or the like. The length of the lower frame 3 in the longitudinal direction is substantially the same as the length of one side of the floor panel for the free access floor to be installed. The lower frame 3 is installed on the support leg 19 as shown in FIG.

下フレーム3上には、図示を省略したボルト等によって下取付プレート5が設けられる。下取付プレート5は下摺動プレート7と下フレーム3とを接合する板状部材である。下取付プレート5の一部には孔6が設けられる。孔6には下摺動プレート7の下面の一部が露出する。   A lower mounting plate 5 is provided on the lower frame 3 by bolts or the like not shown. The lower mounting plate 5 is a plate-like member that joins the lower sliding plate 7 and the lower frame 3 together. A hole 6 is provided in a part of the lower mounting plate 5. A part of the lower surface of the lower sliding plate 7 is exposed in the hole 6.

下取付プレート5上には、図示を省略したボルト等によって下摺動プレート7が設置される。下摺動プレート7は、図中下方に向かって凸形状(上面が凹形状)の曲面を有する、例えばステンレス製の板状部材である。下摺動プレート7の曲面部が摺動部材9の摺動範囲となる。   A lower sliding plate 7 is installed on the lower mounting plate 5 by bolts or the like not shown. The lower sliding plate 7 is a plate-like member made of, for example, stainless steel having a curved surface that protrudes downward in the drawing (the upper surface is concave). The curved surface portion of the lower sliding plate 7 becomes the sliding range of the sliding member 9.

下摺動プレート7の曲面は摺動範囲において一定の曲率である。すなわち、下摺動プレート7の摺動範囲は、所定の径の球体の外面の一部を切り出したような形状である。なお、下摺動プレート7の摺動範囲の大きさは、設置する位置などにもよるが、例えば300〜400mmであれば良く、曲面の半径は例えば2000mm程度であればよい。下摺動プレート7は、プレスや切り出しなどいずれの方法で製造されてよい。   The curved surface of the lower sliding plate 7 has a constant curvature in the sliding range. That is, the sliding range of the lower sliding plate 7 is a shape obtained by cutting out a part of the outer surface of a sphere having a predetermined diameter. Note that the size of the sliding range of the lower sliding plate 7 depends on the installation position, but may be, for example, 300 to 400 mm, and the radius of the curved surface may be, for example, about 2000 mm. The lower sliding plate 7 may be manufactured by any method such as pressing or cutting.

なお、一定の曲率を有する凹曲面とは、曲面全体がどの位置においても三次元的に同一の曲率を有することを意味し、所定の径の球体の一部の曲面で構成されることを意味する。   The concave curved surface having a certain curvature means that the entire curved surface has the same curvature in three dimensions at any position, and means that it is composed of a part of a curved surface of a sphere having a predetermined diameter. To do.

下摺動プレート7の摺動範囲には摺動部材9が載置される。摺動部材9は、例えばフッ化樹脂製である。摺動部材9の下面は、下摺動プレート7の曲面と同一の曲面を有する凸形状である。すなわち、下摺動プレート7の凹曲面と摺動部材9の凸局面とは面で接触する。   A sliding member 9 is placed in the sliding range of the lower sliding plate 7. The sliding member 9 is made of, for example, a fluororesin. The lower surface of the sliding member 9 has a convex shape having the same curved surface as that of the lower sliding plate 7. That is, the concave curved surface of the lower sliding plate 7 and the convex surface of the sliding member 9 are in contact with each other.

ここで、摺動部材9の接触面が、下摺動プレート7の凹曲面に対応する凸曲面であるとは、下摺動プレート7の凹曲面と同一の曲率(すなわち、同一径の球体の一部の曲面)を有し、下摺動プレート7との接触面方向に凸形状であることを意味する。また、下摺動プレート7の摺動部材9との接触面が凹曲面であるとは、摺動部材9から見て接触面が凹形状であることを意味する。   Here, that the contact surface of the sliding member 9 is a convex curved surface corresponding to the concave curved surface of the lower sliding plate 7 is the same curvature as the concave curved surface of the lower sliding plate 7 (that is, a sphere having the same diameter). Means a convex shape in the contact surface direction with the lower sliding plate 7. Further, that the contact surface of the lower sliding plate 7 with the sliding member 9 is a concave curved surface means that the contact surface is concave when viewed from the sliding member 9.

なお、摺動部材9は例えば50mm高さで60φの略円柱状形状(上下面が凸曲面)である。摺動部材9が安定して機能するためには、摺動部材9の高さは、外径よりも低いことが望ましい。なお、摺動部材9の形状は、円柱状には限られない。   The sliding member 9 has, for example, a substantially cylindrical shape with a height of 50 mm and a diameter of 60 mm (upper and lower surfaces are convex curved surfaces). In order for the sliding member 9 to function stably, the height of the sliding member 9 is preferably lower than the outer diameter. The shape of the sliding member 9 is not limited to a cylindrical shape.

摺動部材9上には上摺動プレート11が設置される。なお、上摺動プレート11、上取付プレート13、上フレーム15は、前述した下摺動プレート7、下取付プレート5、下フレーム3をちょうど摺動部材9に対して上下反対向きとした形態である。したがって、詳細な説明を省略する。   An upper sliding plate 11 is installed on the sliding member 9. The upper sliding plate 11, the upper mounting plate 13, and the upper frame 15 are configured in such a manner that the lower sliding plate 7, the lower mounting plate 5, and the lower frame 3 are vertically opposite to the sliding member 9. is there. Therefore, detailed description is omitted.

図2(b)は、組み立てられた状態での摺動部材9近傍の拡大図である。前述のように、摺動部材9は、下摺動プレート7と上摺動プレート11とに挟まれて、それぞれに対して摺動可能に配置される。下摺動プレート7の摺動部材9との接触面(上面)は凹曲面23(曲面の曲率はC)であり、これに接する摺動部材9の下面は、凸曲面27(曲面の曲率はD)である。   FIG. 2B is an enlarged view of the vicinity of the sliding member 9 in an assembled state. As described above, the sliding member 9 is sandwiched between the lower sliding plate 7 and the upper sliding plate 11 and is slidably disposed with respect to each other. The contact surface (upper surface) of the lower sliding plate 7 with the sliding member 9 is a concave curved surface 23 (the curvature of the curved surface is C), and the lower surface of the sliding member 9 in contact therewith is a convex curved surface 27 (the curvature of the curved surface is D).

同様に、上摺動プレート11の摺動部材9との接触面(下面)は凹曲面21(曲面の曲率はA)であり、これに接する摺動部材9の上面は、凸曲面25(曲面の曲率はB)である。この場合、AとBとが一致し、CとDとが一致する。   Similarly, the contact surface (lower surface) of the upper sliding plate 11 with the sliding member 9 is a concave curved surface 21 (the curvature of the curved surface is A), and the upper surface of the sliding member 9 in contact therewith is a convex curved surface 25 (curved surface). The curvature of is B). In this case, A and B match, and C and D match.

なお、上摺動プレート11の摺動範囲の曲率Aと、下摺動プレートの曲率Cとは同じであることが望ましいが、曲率を変えてもよい。この場合、摺動部材9の上下面の曲率を変えて、それぞれ上下の摺動プレートの曲面に合わせた曲面(凸曲面)を有すれば良い。   Although it is desirable that the curvature A of the sliding range of the upper sliding plate 11 and the curvature C of the lower sliding plate are the same, the curvature may be changed. In this case, it is only necessary to change the curvature of the upper and lower surfaces of the sliding member 9 to have curved surfaces (convex curved surfaces) that match the curved surfaces of the upper and lower sliding plates.

上フレーム15の上には上プレート17が設けられる。上プレート17は、実際に設備等が設置される床となる部位である。なお、図1に示すように、上プレート17の上面の対向する辺に、一対の連結部18が設けられる。連結部18は、他の部位よりもやや厚さが薄い部位であり、辺に沿って設けられる。免震装置1の連結については、後述する。   An upper plate 17 is provided on the upper frame 15. The upper plate 17 is a part that becomes a floor on which equipment and the like are actually installed. As shown in FIG. 1, a pair of connecting portions 18 are provided on opposite sides of the upper surface of the upper plate 17. The connecting portion 18 is a portion that is slightly thinner than other portions, and is provided along the side. The connection of the seismic isolation device 1 will be described later.

次に、免震装置1の動作について説明する。図3は、免震装置1の動作を示す図である。免震装置1が設置された状態で地震等の揺れが発生すると、支持脚19(床面)に固定されている下フレーム3、下取付プレート5、下摺動プレート7が一体となって変位する。この際、摺動部材9の下面は下摺動プレート7の摺動範囲(曲面部)との間を曲面に沿って摺動する。   Next, the operation of the seismic isolation device 1 will be described. FIG. 3 is a diagram illustrating the operation of the seismic isolation device 1. When a vibration such as an earthquake occurs with the seismic isolation device 1 installed, the lower frame 3, the lower mounting plate 5, and the lower sliding plate 7 fixed to the support leg 19 (floor surface) are displaced together. To do. At this time, the lower surface of the sliding member 9 slides along the curved surface between the sliding range (curved surface portion) of the lower sliding plate 7.

更に、設備等が設置されている上プレート17と一体に固定されている、上フレーム15、上取付プレート13、上摺動プレート11が摺動部材9に対して変位する。すなわち、摺動部材9の上面は上摺動プレート11の摺動範囲(曲面部)との間を曲面に沿って摺動する。   Further, the upper frame 15, the upper mounting plate 13, and the upper sliding plate 11 that are fixed integrally with the upper plate 17 on which equipment and the like are installed are displaced with respect to the sliding member 9. That is, the upper surface of the sliding member 9 slides along the curved surface between the sliding range (curved surface portion) of the upper sliding plate 11.

図3(a)、図3(b)は揺れに対してそれぞれ逆の方向に変位した状態である。免震装置1は、揺れに対して、図3(a)、図3(b)の状態を繰り返して、この際の摺動部材9と上下の摺動プレートとの摺動に伴う摩擦によって揺れを減衰する。免震装置1の最大変位量は、図3(a)と図3(b)との間の変位量である。すなわち、摺動部材9が上下の摺動プレートそれぞれに対して摺動するため、各摺動プレートの摺動範囲の略2倍の変位量を得ることができる。なお、揺れが収まると、摺動部材9は、最も安定位置である各摺動プレートの略中心の位置で停止する。したがって、復元力も高い。   FIG. 3A and FIG. 3B show a state where they are displaced in opposite directions with respect to the shaking. The seismic isolation device 1 repeats the states shown in FIGS. 3A and 3B in response to the shaking, and the shaking is caused by the friction caused by the sliding between the sliding member 9 and the upper and lower sliding plates. Attenuate. The maximum displacement amount of the seismic isolation device 1 is a displacement amount between FIG. 3 (a) and FIG. 3 (b). That is, since the sliding member 9 slides with respect to the upper and lower sliding plates, a displacement amount approximately twice the sliding range of each sliding plate can be obtained. When the shaking is stopped, the sliding member 9 stops at a position substantially at the center of each sliding plate which is the most stable position. Therefore, the restoring force is also high.

なお、この際、下摺動プレート7と上摺動プレート11の各凹曲面21、23の曲率が同じであれば、上下摺動プレートは、それぞれ、摺動部材9に対して略同じ変位量となる。たとえば、摺動部材9が下摺動プレート7に対して所定量摺動すると、摺動部材9の軸方向(上下凸曲面25、27方向)は、下摺動プレート7の曲率に応じて、下摺動プレート7の曲率中心方向に傾く。この際、同様に上摺動プレート11の曲面とも接触するため、上摺動プレート11の曲率中心を向くように上摺動プレート11と摺動部材7とが摺動する。したがって、下摺動プレート7および上摺動プレート11と摺動部材9との摺動量はほぼ同じとなる。   At this time, if the concave curved surfaces 21 and 23 of the lower sliding plate 7 and the upper sliding plate 11 have the same curvature, the upper and lower sliding plates respectively have substantially the same displacement amount with respect to the sliding member 9. It becomes. For example, when the sliding member 9 slides by a predetermined amount with respect to the lower sliding plate 7, the axial direction of the sliding member 9 (upper and lower convex curved surfaces 25 and 27) depends on the curvature of the lower sliding plate 7. The lower sliding plate 7 is inclined toward the center of curvature. At this time, since the curved surface of the upper sliding plate 11 is also contacted, the upper sliding plate 11 and the sliding member 7 slide so as to face the center of curvature of the upper sliding plate 11. Therefore, the sliding amounts of the lower sliding plate 7 and the upper sliding plate 11 and the sliding member 9 are substantially the same.

次に、免震装置1の設置方法を説明する。図4〜図10は、免震装置1の設置方法を示す図である。なお、免震機能を得るためには、例えば免震装置1が4台1セットで設置して用いられる。まず、図4に示すように、設備等を設置する装置設置部31に該当する位置のフロアパネル29を撤去する。フロアパネル29の撤去によって、撤去したフロアパネル29を支持していた支持脚19が露出する。なお、免震装置1を4台設置するために、隣接する縦横2枚のフロアパネル29が撤去される。   Next, the installation method of the seismic isolation apparatus 1 is demonstrated. 4-10 is a figure which shows the installation method of the seismic isolation apparatus 1. FIG. In order to obtain the seismic isolation function, for example, four seismic isolation devices 1 are installed and used as one set. First, as shown in FIG. 4, the floor panel 29 at a position corresponding to the device installation unit 31 for installing facilities and the like is removed. By removing the floor panel 29, the support leg 19 supporting the removed floor panel 29 is exposed. In addition, in order to install four seismic isolation devices 1, two adjacent vertical and horizontal floor panels 29 are removed.

次に、図5に示すように、支持脚19上に受け部材33、35を設置する。図5(a)は受け部材33、35を設置した状態の平面図、図5(b)はE−E線断面図である。なお、以下の説明では、特に説明のない限り、各図(a)を平面図、各図(b)を対応する各図(a)のE−E線断面図として示す。受け部材33、35は、それぞれフロアパネル29の2枚分の長さの棒状部材である。   Next, as shown in FIG. 5, receiving members 33 and 35 are installed on the support leg 19. Fig.5 (a) is a top view of the state which installed the receiving members 33 and 35, FIG.5 (b) is EE sectional view taken on the line. In the following description, unless otherwise specified, each figure (a) is shown as a plan view, and each figure (b) is shown as a cross-sectional view taken along line EE of each corresponding figure (a). Each of the receiving members 33 and 35 is a rod-like member having a length corresponding to two sheets of the floor panel 29.

図5(b)に示すように、装置設置部31の両側に設置される受け部材33はL字断面形状であり、一方の面は支持脚19が貫通可能な穴が設けられており、他方の面には固定金具36が接合可能である。同様に、装置設置部31の中央に設置される受け部材35は、コの字断面形状であり、上面には支持脚19が貫通可能な穴が設けられており、側面には固定金具36が接合可能である。   As shown in FIG. 5B, the receiving members 33 installed on both sides of the apparatus installation portion 31 have an L-shaped cross-sectional shape, and one surface is provided with a hole through which the support leg 19 can pass, The fixing bracket 36 can be joined to the surface. Similarly, the receiving member 35 installed at the center of the apparatus installation portion 31 has a U-shaped cross-sectional shape, and a hole through which the support leg 19 can pass is provided on the upper surface, and a fixing bracket 36 is provided on the side surface. Can be joined.

図6は本願発明の免震装置用固定部材である固定金具36を示す図であり、図6(a)は固定金具36の分解斜視図、図6(b)は固定金具36により受け部材33を取り付けた状態の側面図、図6(c)は固定金具36により受け部材33を取り付けた状態の正面図である。なお、受け部材35との取付状態は受け部材33との取付状態と同一であるので説明を省略する。   6A and 6B are views showing a fixing bracket 36 which is a fixing member for the seismic isolation device of the present invention. FIG. 6A is an exploded perspective view of the fixing bracket 36, and FIG. FIG. 6C is a front view of a state where the receiving member 33 is attached by the fixing bracket 36. In addition, since the attachment state with the receiving member 35 is the same as the attachment state with the receiving member 33, description is abbreviate | omitted.

固定金具36は、本体41、押さえ板38、Uボルト45等から構成される。本体41は、L字断面形状を有する板状部材であり、受け部材接合部39および支持脚保持部43の2面を有する。受け部材接合部39は受け部材33、35と接合される面であり、接合用のボルト孔が設けられる。支持脚保持部43は、支持脚を保持する部位であり、支持脚19(支持脚19の軸47(図6(b)、図6(c)参照))が貫通する切欠き部42が設けられる。   The fixing bracket 36 includes a main body 41, a pressing plate 38, a U bolt 45, and the like. The main body 41 is a plate-shaped member having an L-shaped cross-sectional shape, and has two surfaces, a receiving member joint portion 39 and a support leg holding portion 43. The receiving member joint portion 39 is a surface to be joined to the receiving members 33 and 35 and is provided with a bolt hole for joining. The support leg holding part 43 is a part that holds the support leg, and is provided with a notch 42 through which the support leg 19 (the shaft 47 of the support leg 19 (see FIGS. 6B and 6C)) passes. It is done.

押さえ板38は、L字断面形状の板状部材であり、一方の面が本体41の支持脚保持部43上にボルト等によって設けられる。押さえ板38は、U字状の切欠き部42の開口部を塞ぐように、切り欠き部42の両側にまたがるように、かつ支持脚保持部43端部と押さえ板38端部が略揃うように設置される。   The holding plate 38 is a plate-shaped member having an L-shaped cross section, and one surface is provided on the support leg holding portion 43 of the main body 41 by a bolt or the like. The presser plate 38 covers both sides of the notch 42 so as to block the opening of the U-shaped notch 42 and the end of the support leg holding part 43 and the end of the presser plate 38 are substantially aligned. Installed.

押さえ板38のもう一方の面は、本体41の受け部材接合部39側に向けられて配置され、受け部材接合部39側からUボルト45が貫通し、ナットによって固定される。Uボルト45のボルト間隔は、間に支持脚19(ナット49)が貫通可能な大きさである。   The other surface of the pressing plate 38 is arranged facing the receiving member joint portion 39 side of the main body 41, and the U-bolt 45 penetrates from the receiving member joint portion 39 side and is fixed by a nut. The bolt interval of the U bolt 45 is such that the support leg 19 (nut 49) can pass therethrough.

図6(b)、図6(c)に示すように、本体41の受け部材接合部39は、受け部材33の側面と重ねられ、ボルトで接合される。本体41の支持脚保持部43は、切欠き部42に支持脚19の軸47が挿入されて取り付けられる。この際、支持脚19の取り付け用のナット49の外径は、切欠き部42の切欠き幅よりも大きい。したがって、本体41は、支持脚保持部43がナット49の下側に引っ掛かった状態となる。   As shown in FIGS. 6B and 6C, the receiving member joining portion 39 of the main body 41 is overlapped with the side surface of the receiving member 33 and joined with a bolt. The support leg holding part 43 of the main body 41 is attached by inserting the shaft 47 of the support leg 19 into the notch part 42. At this time, the outer diameter of the nut 49 for attaching the support leg 19 is larger than the notch width of the notch portion 42. Therefore, the main body 41 is in a state where the support leg holding portion 43 is hooked on the lower side of the nut 49.

この状態で、切欠き部42のU字部と押さえ板38によって支持脚19を挟み込むように、押さえ板38を支持脚保持部43に取り付ける。更に、Uボルト45が支持脚19を抱え込むようにUボルト45を設置し、Uボルト45の両端部をナットで押さえ板38に固定する。   In this state, the pressing plate 38 is attached to the supporting leg holding portion 43 so that the supporting leg 19 is sandwiched between the U-shaped portion of the notch portion 42 and the pressing plate 38. Further, the U bolt 45 is installed so that the U bolt 45 holds the support leg 19, and both ends of the U bolt 45 are fixed to the holding plate 38 with nuts.

受け部材33が支持脚19上に載置されたのみでは、支持脚19と受け部材33とのクリアランスによって、受け部材33は支持脚19に対して水平方向にガタが生じるおそれがある。さらに受け部材33は上方にはフリーであるため、垂直方向の揺れの際に、受け部材33が支持脚19に対して浮き上がる恐れがある。しかし、固定金具36によって、支持脚保持部43がナット49に引っ掛かる。このため、受け部材33の上方へのガタを防止でき、さらにUボルト45と押さえ板38によって支持脚19を上下方向から抱え込むため、受け部材33の水平方向へのガタも防止できる。以上により、受け部材33が支持脚19に確実に固定される。   If the receiving member 33 is merely placed on the support leg 19, there is a possibility that the receiving member 33 may be loose in the horizontal direction with respect to the support leg 19 due to the clearance between the support leg 19 and the receiving member 33. Furthermore, since the receiving member 33 is free upward, the receiving member 33 may be lifted with respect to the support leg 19 when the receiving member 33 swings in the vertical direction. However, the support leg holding portion 43 is caught by the nut 49 by the fixing bracket 36. For this reason, the backlash of the receiving member 33 can be prevented, and further, since the support leg 19 is held from the vertical direction by the U bolt 45 and the pressing plate 38, the backlash of the receiving member 33 in the horizontal direction can also be prevented. Thus, the receiving member 33 is securely fixed to the support leg 19.

次に、図7に示すように受け部材33、35上に下フレーム3を設置する。下フレーム3は、それぞれ受け部材33、35をまたぐように4台設置される。なお、下フレーム3と受け部材33、35とは図示を省略したボルトで接合される。   Next, the lower frame 3 is installed on the receiving members 33 and 35 as shown in FIG. Four lower frames 3 are installed so as to straddle the receiving members 33 and 35, respectively. The lower frame 3 and the receiving members 33 and 35 are joined with bolts (not shown).

次に、図8に示すように、下フレーム3上に下取付プレート5、下摺動プレート7をそれぞれ設置する。この際、下摺動プレート7が設備設置範囲の4隅に均等な位置に来るように配置する。   Next, as shown in FIG. 8, the lower mounting plate 5 and the lower sliding plate 7 are respectively installed on the lower frame 3. At this time, the lower sliding plate 7 is arranged so as to come to equal positions at the four corners of the equipment installation range.

次に、図9に示すように、下摺動プレート7上に摺動部材9を配置し、その上方に上摺動プレート11、上取付プレート13、上フレーム15を設置する。なお、上摺動プレート11、上取付プレート13、上フレーム15はあらかじめそれぞれを接合して一体化しておいてもよい。この際、下摺動プレート7と上摺動プレート11とが上下に同一の位置に来るように配置し、摺動部材9が下摺動プレート7と上摺動プレート11それぞれの中心に来るように配置する。   Next, as shown in FIG. 9, the sliding member 9 is disposed on the lower sliding plate 7, and the upper sliding plate 11, the upper mounting plate 13, and the upper frame 15 are installed above the sliding member 9. Note that the upper sliding plate 11, the upper mounting plate 13, and the upper frame 15 may be joined and integrated in advance. At this time, the lower sliding plate 7 and the upper sliding plate 11 are arranged so as to be in the same position vertically, so that the sliding member 9 is located at the center of each of the lower sliding plate 7 and the upper sliding plate 11. To place.

上フレーム15は、略長方形であり、上フレーム15の長辺方向(図9(a)左右方向)には隣接する上フレーム15同士が接触し、上フレーム15の短辺方向(図9(a)上下方向)に隣り合う上フレーム15同士は、それぞれ上フレーム15の下方で連結部材37によって接合される。なお、上フレーム15の短辺方向とは、受け部材33、35の設置方向である。連結部材37はL字断面形状の棒状部材である。連結部材37によって、短辺方向に隣り合う免震装置1同士が連結される。   The upper frame 15 is substantially rectangular, and the adjacent upper frames 15 are in contact with each other in the long side direction (FIG. 9 (a) left-right direction) of the upper frame 15, and the short side direction (FIG. 9 (a) The upper frames 15 adjacent to each other in the vertical direction are joined to each other by the connecting member 37 below the upper frame 15. The short side direction of the upper frame 15 is the installation direction of the receiving members 33 and 35. The connecting member 37 is a bar-shaped member having an L-shaped cross section. The seismic isolation devices 1 adjacent in the short side direction are connected to each other by the connecting member 37.

なお、この際、支持脚上端部から摺動部材9の上面までの総厚さは、隣接するフロアパネル29の厚さよりも厚い。すなわち、上摺動プレート11下面は、隣接するフロアパネル29の上面よりも高い位置となる。したがって、上摺動プレート11およびこれと一体化された各部材が地震等により変位する際に、隣接するフロアパネル29と干渉することがない。   At this time, the total thickness from the upper end portion of the support leg to the upper surface of the sliding member 9 is thicker than the thickness of the adjacent floor panel 29. That is, the lower surface of the upper sliding plate 11 is positioned higher than the upper surface of the adjacent floor panel 29. Therefore, when the upper sliding plate 11 and each member integrated with the upper sliding plate 11 are displaced by an earthquake or the like, they do not interfere with the adjacent floor panel 29.

次に、図10に示すように、上フレーム15上に上プレート17を設置する。なお、上プレート17は略長方形であり、上プレート17の長辺方向(図10(a)左右方向)には隣接する上プレート17同士が接触する。前述の通り、上プレート17上面短辺側には連結部18が設けられる。上プレート17の長辺側に隣接する上プレート17同士(図10(a)左右方向)は、互いの連結部18をまたぐように連結部材53が設置され、さらに、対向する短辺方向(図中上下方向)に隣り合う上プレート17のそれぞれの連結部18に接合される。これにより、4枚の上プレート17同士(免震装置1同士)が連結される。   Next, as shown in FIG. 10, the upper plate 17 is installed on the upper frame 15. The upper plate 17 has a substantially rectangular shape, and adjacent upper plates 17 are in contact with each other in the long side direction (the left-right direction in FIG. 10A) of the upper plate 17. As described above, the connecting portion 18 is provided on the short side of the upper surface of the upper plate 17. In the upper plates 17 adjacent to each other on the long side of the upper plate 17 (FIG. 10 (a), left and right direction), a connecting member 53 is installed so as to straddle each other's connecting portion 18, and the opposing short side direction (see FIG. It joins to each connection part 18 of the upper plate 17 adjacent to a middle up-down direction. Thereby, four upper plates 17 (seismic isolation devices 1) are connected.

連結に使用されない連結部18は塞ぎ部材51によって塞がれる。塞ぎ部材51は板状部材である。なお、連結部材53、塞ぎ部材51は、連結部18の段深さとほぼ同厚みであり、それらを取り付けた状態で、上プレート17上は平な面となる。以上により、免震装置1が4台セットされ、それぞれが一体化されて使用される。   The connecting portion 18 that is not used for connection is closed by the closing member 51. The closing member 51 is a plate-like member. The connecting member 53 and the closing member 51 have substantially the same thickness as the step depth of the connecting portion 18, and the upper plate 17 is a flat surface when they are attached. As described above, four seismic isolation devices 1 are set and are used in an integrated manner.

以上説明したように、本発明の実施形態にかかる固定金具36によれば、支持脚19と免震装置1の受け部材33、35とを容易に、かつ確実に固定することができるため、フリーアクセスフロアに設置される免震装置1が、地震等によってずれたりすることがなく、また、浮き上がりまたは落下等することがない。   As described above, according to the fixing bracket 36 according to the embodiment of the present invention, the support leg 19 and the receiving members 33 and 35 of the seismic isolation device 1 can be easily and reliably fixed. The seismic isolation device 1 installed on the access floor does not shift due to an earthquake or the like, and does not rise or fall.

また、固定金具36は、極めて簡易な構成であり、切欠き部42に支持脚19を挿入後、押さえ板38およびUボルト45等の支持脚保持部材で支持脚19を抱え込むように設置すれば良いため、作業が容易である。   The fixing bracket 36 has a very simple configuration. After the support leg 19 is inserted into the notch portion 42, the fixing bracket 36 is installed so as to hold the support leg 19 with a support leg holding member such as a pressing plate 38 and a U bolt 45. Good work is easy.

また、切欠き部42の開口幅がUボルト45のボルト間隔よりも小さいため、支持脚19の軸47に設けられるナット49等が切欠き部42に接し、固定金具36の上方向へずれが規制されるとともに、固定金具36と接合された受け部材33、35が支持脚19上面に接し、固定金具36の下方向へのずれを規制することができる。すなわち、固定金具36は、受け部材33、35上に設置される免震装置1の鉛直方向のずれを規制し、浮き上がりや落下を確実に防止することができる。さらに、Uボルト45を用いることで、押さえ板38とUボルト45とで支持脚19の軸47を抱え込むため、水平方向のずれを確実に防止することができる。   Further, since the opening width of the notch portion 42 is smaller than the bolt interval of the U-bolt 45, the nut 49 provided on the shaft 47 of the support leg 19 contacts the notch portion 42, and the fixing bracket 36 is displaced upward. In addition to being regulated, the receiving members 33 and 35 joined to the fixing bracket 36 are in contact with the upper surface of the support leg 19, and the downward displacement of the fixing bracket 36 can be regulated. That is, the fixing bracket 36 can restrict vertical displacement of the seismic isolation device 1 installed on the receiving members 33 and 35, and can surely prevent lifting and dropping. Furthermore, since the shaft 47 of the support leg 19 is held by the pressing plate 38 and the U bolt 45 by using the U bolt 45, a horizontal shift can be reliably prevented.

なお、このようにして設置された免震装置1によれば、フロアパネル29を撤去した部位に、免震装置1を設置可能であるため、フリーアクセスフロア上に簡単に免震装置を構築することができる。   In addition, according to the seismic isolation device 1 installed in this way, since the seismic isolation device 1 can be installed at the site where the floor panel 29 is removed, the seismic isolation device can be easily constructed on the free access floor. be able to.

また、隣接する上フレーム15同士が連結部材37で連結され、連結された上フレーム15同士の連結方向とは垂直な方向で上プレート17同士が連結部材53により連結されているため、免震を受け持つ複数の免震装置1が確実に連結され、フリーアクセスフロア上に確実に免震構造を構築することができる。   Further, since the adjacent upper frames 15 are connected by the connecting member 37 and the upper plates 17 are connected by the connecting member 53 in a direction perpendicular to the connecting direction of the connected upper frames 15, the seismic isolation is avoided. A plurality of seismic isolation devices 1 that are in charge are securely connected, and a seismic isolation structure can be reliably constructed on the free access floor.

また、受け部材33、35の下端から上摺動プレート11下端までの厚さが、周囲のフロアパネル29の厚さよりも厚いため、免震装置が動作した際にも、上摺動プレート11等がフロアパネル29に接触することがない。   Further, since the thickness from the lower end of the receiving members 33, 35 to the lower end of the upper sliding plate 11 is thicker than the thickness of the surrounding floor panel 29, the upper sliding plate 11 etc. Does not touch the floor panel 29.

また、免震装置を縦横2個ずつ隣接させて設置することで、上部に設置される装置等を安定して支承することができ、免震効果を確実に得ることができる。   In addition, by installing two seismic isolation devices adjacent to each other in the vertical and horizontal directions, it is possible to stably support the devices installed on the upper portion, and to reliably obtain the seismic isolation effect.

また、摺動部材9と、下摺動プレート7および上摺動プレート11とのそれぞれの接触面が、対応する曲面を有しているため、摺動部材9と各摺動プレートとが面接触する。このため、摺動部材9が各摺動プレートに対して摺動する際の摩擦による減衰能力が高い。また、上方からの重量を面で受けることができるため、高い支承力を得ることができる。また、各摺動プレートの中央位置が、曲面の頂点となり、上方から力を受けた際に、摺動部材9が各摺動プレートの中心位置(原位置)に安定するため、高い復元力を得ることができる。   Further, since the contact surfaces of the sliding member 9 and the lower sliding plate 7 and the upper sliding plate 11 have corresponding curved surfaces, the sliding member 9 and each sliding plate are in surface contact. To do. For this reason, the damping capability by friction when the sliding member 9 slides with respect to each sliding plate is high. Further, since the weight from above can be received by the surface, a high bearing force can be obtained. In addition, the center position of each sliding plate becomes the apex of the curved surface, and when receiving a force from above, the sliding member 9 is stabilized at the center position (original position) of each sliding plate. Obtainable.

また、下摺動プレート7および上摺動プレート11がそれぞれ摺動部材9に対して摺動するため、免震装置1の最大(水平)変位は、下摺動プレート7および上摺動プレート11の摺動範囲の和(厳密には摺動部材9の大きさを除く)となるため、小さな装置で大きな変位を得ることができる。   Further, since the lower sliding plate 7 and the upper sliding plate 11 slide relative to the sliding member 9, the maximum (horizontal) displacement of the seismic isolation device 1 is the lower sliding plate 7 and the upper sliding plate 11. Therefore, a large displacement can be obtained with a small device.

以上、添付図を参照しながら、本発明の実施の形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

例えば、図11(a)に示す実施形態である免震装置60のように、免震装置1の上下の摺動プレートに代えて、下摺動プレート61および上摺動プレート63を用いてもよい。下摺動プレート61は、摺動部材9との摺動範囲の外周部に上方に向けた突起であるストッパ65を有する。また、上摺動プレート63は、摺動部材9との摺動範囲の外周部に下方に向けた突起であるストッパ67を有する。この場合、地震等の揺れに対して、摺動部材9がストッパ63、65を超えて摺動することがない。したがって摺動部材9が上下の各摺動プレートの摺動範囲を超えて飛び出すことがない。すなわち、下摺動プレート61側と上摺動プレート63側の相対的な変位量を規制することができる。   For example, a lower sliding plate 61 and an upper sliding plate 63 may be used instead of the upper and lower sliding plates of the seismic isolation device 1 as in the seismic isolation device 60 that is the embodiment shown in FIG. Good. The lower sliding plate 61 has a stopper 65 which is a projection directed upward on the outer peripheral portion of the sliding range with the sliding member 9. Further, the upper sliding plate 63 has a stopper 67 which is a projection directed downward on the outer peripheral portion of the sliding range with the sliding member 9. In this case, the sliding member 9 does not slide beyond the stoppers 63 and 65 against shaking such as an earthquake. Therefore, the sliding member 9 does not jump out beyond the sliding range of the upper and lower sliding plates. That is, the relative displacement amount between the lower sliding plate 61 side and the upper sliding plate 63 side can be regulated.

また、図11(b)に示す免震装置70のように、上下の摺動プレートの内、一方のみを曲面として他方の摺動面を平坦面としてもよい。なお、平坦な面を有する側の取付プレート(図11(b)では上取付プレート73)には、上摺動プレート71の取り付け用の孔14(図1)は必要ない。また、上摺動プレート71が平坦な面である場合には、摺動部材9の上面も、上摺動プレート71の摺動面に対応して曲面ではなく平坦面となる。   Further, as in the seismic isolation device 70 shown in FIG. 11B, only one of the upper and lower sliding plates may be a curved surface and the other sliding surface may be a flat surface. The mounting plate 14 (FIG. 1) for mounting the upper sliding plate 71 is not required in the mounting plate having the flat surface (the upper mounting plate 73 in FIG. 11B). When the upper sliding plate 71 is a flat surface, the upper surface of the sliding member 9 is not a curved surface but a flat surface corresponding to the sliding surface of the upper sliding plate 71.

このように、固定金具36を用いれば、支持脚19上に受け部材33、35を設け、受け部材33、35上に免震装置を設置する構成であれば、いかなる免震装置であっても確実に支持脚と固定することができる。   As described above, if the fixing bracket 36 is used, any seismic isolation device may be used as long as the receiving members 33 and 35 are provided on the support leg 19 and the seismic isolation device is installed on the receiving members 33 and 35. It can be securely fixed to the support leg.

また、下フレーム3、下取付プレート5、下摺動プレート7の一部または全部が一体で成形されてもよく、別体で形成されてもよい。すなわち、下フレーム、下取付プレート、下摺動プレートの機能を有する下部支持構造体を用いれば、それら各部が別体であっても一体であってもよい。同様に、上摺動プレート11、上取付プレート13、上フレーム15、上プレート17の一部または全部が一体で成形されてもよく、上摺動プレート、上取付プレート、上フレーム、上プレートの機能を有する上部支持構造体を用いれば、それら各部が別体であっても一体であってもよい。たとえば、下取付プレート5と下摺動プレート7とが一体で形成され、また、上摺動プレート11と上取付プレート13とが一体で形成されてもよい。   Moreover, a part or all of the lower frame 3, the lower mounting plate 5, and the lower sliding plate 7 may be integrally formed, or may be formed separately. That is, if a lower support structure having functions of a lower frame, a lower mounting plate, and a lower sliding plate is used, these parts may be separate or integrated. Similarly, a part or all of the upper sliding plate 11, the upper mounting plate 13, the upper frame 15, and the upper plate 17 may be integrally formed. The upper sliding plate, the upper mounting plate, the upper frame, and the upper plate If an upper support structure having a function is used, these parts may be separate or integrated. For example, the lower mounting plate 5 and the lower sliding plate 7 may be integrally formed, and the upper sliding plate 11 and the upper mounting plate 13 may be integrally formed.

また、実施例においては免震装置1を縦横2列ずつ計4台連結して用いたが、免震装置をさらに追加して連結してもよい。この場合、例えば横方向(図10の左右方向)へ免震装置を追加する場合には、連結側の連結部18に、塞ぎ部材51に代えて連結部材53を設置すれば良い。また、縦方向(図10の上下方向)へ免震装置を追加する場合には、例えば連結部18を上プレート17の短辺側全長に設けておき、2以上の免震装置を一本の連結部材53により連結してもよい。この場合、塞ぎ部材51も上プレート17の短辺側全長にわたって配置されればよい。   Further, in the embodiment, the seismic isolation device 1 is used by connecting a total of four units in two rows and two columns, but a seismic isolation device may be additionally connected. In this case, for example, when the seismic isolation device is added in the lateral direction (left and right direction in FIG. 10), a connecting member 53 may be installed in the connecting portion 18 on the connecting side instead of the closing member 51. Further, when adding a seismic isolation device in the vertical direction (vertical direction in FIG. 10), for example, the connecting portion 18 is provided on the entire short side of the upper plate 17, and two or more seismic isolation devices are provided. You may connect by the connection member 53. FIG. In this case, the closing member 51 only needs to be disposed over the entire short side of the upper plate 17.

1、60、70………免震装置
3………下フレーム
5………下取付プレート
6………孔
7、61………下摺動プレート
9………摺動部材
11、63、71………上摺動プレート
13、73………上取付プレート
14………孔
15………上フレーム
17………上プレート
18………連結部
19………支持脚
21、23………凹曲面
25、27………凸曲面
29………フロアパネル
31………総地設置部
33、35………受け部材
36………固定金具
37………連結部材
38………押さえ板
39………受け部材接合部
41………本体
42………切り欠き部
43………支持脚保持部
45………Uボルト
47………軸
49………ナット
51………塞ぎ部材
53………連結部材
65、67………ストッパ
1, 60, 70 ......... Seismic isolation device 3 ......... Lower frame 5 ......... Lower mounting plate 6 ......... Hole 7, 61 ......... Lower sliding plate 9 ......... Sliding members 11, 63, 71 ......... Upper sliding plate 13, 73 ......... Upper mounting plate 14 ......... Hole 15 ......... Upper frame 17 ......... Upper plate 18 ......... Connecting part 19 ......... Support legs 21, 23 ... ...... Concave curved surface 25, 27 ......... Convex curved surface 29 ......... Floor panel 31 ......... Total ground installation part 33, 35 ......... Receiving member 36 ......... Fixing bracket 37 ......... Connecting member 38 ......... Holding plate 39 ......... Receiving member joint portion 41 ......... Main body 42 ......... Notch portion 43 ......... Support leg holding portion 45 ......... U bolt 47 ......... Shaft 49 ... …… Nut 51 ......... Blocking member 53 ......... Connecting member 65, 67 ......... Stopper

Claims (3)

フリーアクセスフロアの支持脚に受け部材を設置し、前記受け部材上に免震装置を設置する際に、前記受け部材を前記支持脚に対して固定するための免震装置用固定部材であって、
略垂直に屈曲された板状の本体と、
前記本体と接合される押さえ板と、
前記押さえ板に接合される支持脚保持部材と、
を具備し、
前記本体は、前記受け部材と接合される接合部と、前記接合部とは略垂直な支持脚保持部と、前記支持脚保持部に設けられ、前記支持脚の軸が貫通する切欠き部とを具備し、
前記押さえ板は、前記切欠き部の開口部を塞ぐように前記本体と接合可能であり、
前記支持脚保持部材と前記押さえ板とで、前記切欠き部を貫通する支持脚を保持することが可能であることを特徴とする免震装置用固定部材。
A seismic isolation device fixing member for fixing the receiving member to the support leg when installing a seismic isolation device on the support leg of the free access floor and installing the seismic isolation device on the receiving member. ,
A plate-like body bent substantially vertically;
A pressing plate joined to the main body;
A support leg holding member joined to the pressing plate;
Comprising
The main body includes a joint portion joined to the receiving member, a support leg holding portion substantially perpendicular to the joint portion, a notch portion provided in the support leg holding portion and through which the shaft of the support leg passes. Comprising
The pressing plate can be joined to the main body so as to close the opening of the notch,
The seismic isolation device fixing member, wherein the support leg penetrating the notch can be held by the support leg holding member and the pressing plate.
前記支持脚保持部材はUボルトであることを特徴とする請求項1記載の免震装置用固定部材。   The seismic isolation device fixing member according to claim 1, wherein the support leg holding member is a U-bolt. 前記切欠き部の開口幅は、前記Uボルトのボルト間隔よりも小さいことを特徴とする請求項2記載の免震装置用固定部材。   The seismic isolation device fixing member according to claim 2, wherein an opening width of the notch is smaller than a bolt interval of the U bolt.
JP2009030841A 2009-02-13 2009-02-13 Fixing member for isolation system Pending JP2010185534A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016211641A (en) * 2015-05-07 2016-12-15 ヤクモ株式会社 Base isolation stacked in multiple tiers
KR102073814B1 (en) * 2019-11-18 2020-03-17 박서진 Extra-large sack using geotextiles with improved tensile strength at joints and its manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016211641A (en) * 2015-05-07 2016-12-15 ヤクモ株式会社 Base isolation stacked in multiple tiers
KR102073814B1 (en) * 2019-11-18 2020-03-17 박서진 Extra-large sack using geotextiles with improved tensile strength at joints and its manufacturing method

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