JP4353341B2 - Seismic isolation device - Google Patents

Seismic isolation device Download PDF

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Publication number
JP4353341B2
JP4353341B2 JP25035199A JP25035199A JP4353341B2 JP 4353341 B2 JP4353341 B2 JP 4353341B2 JP 25035199 A JP25035199 A JP 25035199A JP 25035199 A JP25035199 A JP 25035199A JP 4353341 B2 JP4353341 B2 JP 4353341B2
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Japan
Prior art keywords
seismic isolation
bracket
isolation device
reinforcing
base
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Expired - Fee Related
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JP25035199A
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Japanese (ja)
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JP2001074098A (en
Inventor
武利 畑中
和男 村井
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Shoden Corp
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Shoden Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、建物の床スラブから伝わる地震などの振動を減衰・吸収し、振動に弱い精密な被保護機器を保護する免震装置に関する。
【0002】
【従来の技術】
従来の免震装置について概略説明する。免震装置は、地震等で発生した振動に対して建物内にある各種機器を保護するものである。近年の通信環境の変化に伴い、免震装置の免震対象にハードディスク・光ディスクを内蔵するような大型ホストコンピュータ、サーバ、PBX(屋内交換機)のような通信関連機器なども増加してきている。
【0003】
これら通信関連設備の被保護装置には通信ケーブルなどが接続される。この場合、免震装置を設置する周囲では床下配線を行うために増床し、増設フロアを設置することが多い。以下、免震装置の設置前にこのような増設フロアが既に増設されているものとして、特に既設フロアという。
【0004】
既設フロアがある場合では、使用できる免震装置に制約が生じる。例えば、特開平6−33583号記載のような免震装置では、床スラブ上に薄い滑り板を配置し、この上に滑りタイプや転がりタイプの免震機構を配置するような免震装置である。このような免震装置では、振動時では、免震機構ともに免震架台・支柱などが水平方向に振動して、隣接する既設フロアに接触するような事態が発生する。
【0005】
接触により既設フロアが破壊されたり、また、接触の衝撃で免震架台上の被保護装置が故障するという虞があった。したがって、免震装置と既設フロアを離して、接触を防止する必要や、また、免震装置と既設フロアとが接触・干渉するような事態に備えて緩衝装置を設ける必要があり、従来の免震装置は、既設フロアがあるような場合は設置に制約が生じるものであった。
【0006】
また、特開平6−33583号記載の免震装置では、コイルばねなどを外部に配置しているため、免震装置の設置に広い面積を必要とし、その面積分既設フロアを離して設置しなくてはならないという問題があった。免震装置全体の面積を小さくしたいという要請があった。
【0007】
また、免震装置の免震架台に付与される弾性力または減衰力を調節できるようにしたい場合、特開平6−33583号記載の免震装置のようにコイルばねやダンパーを免震装置の外部に配置して調節し易くする必要があり、この観点からも、免震装置と既設フロアを離して設置しなくてはならないという問題があった。弾性力や減衰力の調節機構が伴う場合、コイルばねやダンパーを内部に配置することが困難であった。
【0008】
【発明が解決しようとする課題】
本発明は上記のような課題を解決するためになされたものであり、増床された既設フロアが周囲を囲む位置に免震装置を配置する場合でも、弾性力または減衰力の調整が容易であり、既設フロアが周囲に隣接した状態で使用できる免震装置を提供することを目的とする。
【0009】
【課題を解決するための手段】
上記課題を解決するために、請求項1記載の免震装置によれば、
床スラブ上で立設される複数の支柱と、
前記複数の支柱の先端にそれぞれ設けられる複数の支承部と、
前記複数の支承部により水平方向に移動自在に支承される免震架台と、
2本の支柱間に渡される補強金具と、
前記支柱に沿って上下方向に移動して前記補強金具の取り付け高さを変更しつつ前記支柱に前記補強金具を取り付ける取付金具と、
前記免震架台に弾性力を付与するための弾性部材と、
前記免震架台の振動を減衰させる減衰力を付与するための減衰部材と、
前記弾性部材および前記減衰部材を前記免震架台と連結し、かつ、前記補強金具に沿って水平方向に移動して取り付け位置を変更する自在金具と、
を備え、
前記取付金具の取り付け高さを変更するとともに前記自在金具の取り付け位置を変更することで免震架台に付与する弾性力および減衰力を調節することを特徴とする。
【0010】
また、請求項2記載の免震装置によれば、
請求項1に記載の免震装置において、
前記複数の支承部は複数の球であることを特徴とする。
【0011】
【発明の実施の形態】
本発明の免震装置の実施形態について説明する。図1は本実施形態を示す側面図、図2は同じく免震架台を除いた場合の平面図、図3は同じく取り付け金具と補強金具とを説明する説明図、図4,図5は同じく自在金具の説明図である。
【0012】
なお、図1では、本実施形態の免震装置に加え、免震装置の周囲に設けられる既設フロア100も図示されている。既設フロア100はフロア用支柱100aで増床されており、既設フロア100の下では、例えば、図示しないが、通信用のケーブルなどが床下配線され、被保護装置2で接続されているものとする。
【0013】
本実施形態の免震装置は、免震架台1、滑り板3、支柱4、玉受5、支承部の一例である球6、取り付け金具7、補強金具8、位置決め金具9、弾性部材の一例であるコイルばね10、減衰部材の一例であるダンパー11、自在金具12をそれぞれ備えている。
【0014】
免震架台1は、略長方形状に形成された平板であり、この免震架台1の上面では、図1で示すように、被保護装置2が載置されている。被保護装置2は、免震架台1に設けられた図示しない固定金具により免震架台1上で固定されている。この免震架台1の下面の四隅には、それぞれ滑り板3が取り付けられている。
【0015】
一方、支柱4の先端ではそれぞれ玉受5が設けられており、玉受5は、球6の球面に当接して球6が回動自在となる状態で受けている。四隅に取り付けられた滑り板3の全てに球6が接するように、支柱4は免震架台1の四隅の滑り板3の直下にそれぞれ立てられる。これら球6は、滑り板3と接触して免震架台1を支承するとともに免震架台1の水平方向の移動を容易にしている。本発明の支承部は、これら球6が該当する。このように構成することで免震架台1が水平方向に移動自在となる。
【0016】
取り付け金具7は、図3(a)で示すように、取り付け金具7a,7bおよびねじ7cを備え、取り付け金具7a,7bを組み付けた場合に中央に孔が形成される。取り付け金具7を支柱4に取り付けるとき、取り付け金具7の孔の中に円柱状の支柱4を通過させるようにし、この取り付け金具7を上下方向へ移動させ、最適な取り付け高さで固定することができる。
【0017】
この取り付け金具7を支柱4に取り付けると同時に二本の支柱4の間に補強金具8が掛け渡されて取り付けられる。この補強金具8は、本実施形態ではL字アングル8aを2本並べ、図3(b)で示すようなラティス梁を構成するものであり、摺動溝8bが形成されるように図3(a)で示すように2本のL字アングル8aが取り付け金具7a,7bの一部を挟んだ状態でねじ7cにより支柱4に固定される。
【0018】
なお、1本の支柱4に取り付けられる取り付け金具7では、略垂直に2本の補強金具8が取り付けられるが、これら2本の補強金具8の間には、補強金具8が略直角となるように1本の位置決め金具9が渡され、ねじにより2本の補強金具8と位置決め金具9とが一体となるように固定される。図2に示すように、位置決め金具9は4つの支柱4全てで補強金具8に取り付けられ、4本の補強金具8は一体に連結される。補強金具8と位置決め金具9とにより、4つの支柱4の正確な取り付け位置が決定される。
【0019】
このように一体に連結されて平面略ロ字状となった4本の補強金具8の上下方向の取り付け高さを決定しながら、ねじ7cを用いて取り付け金具7が支柱4を強固に挟み込み、補強金具8および取り付け金具7が4本の支柱4に一体に固定される。なお、取り付け高さの調節作業については後述する。
【0020】
図2で示すように免震架台1と4本の支柱4との間では4本のコイルばね10が渡されており、水平方向に弾性力を与えている。
免震架台1とコイルばね10との連結は、図示しないものの、免震架台1に突設される係止ピンなどに引っ掛けられ、また、支柱4とコイルばね10との連結は、支柱4の外周に突設される係止ピンに引っ掛けられて連結される。
【0021】
また、免震架台1と補強金具8との間では、複数のダンパー11が渡される。この補強金具8とダンパー11との連結は、自在金具12を介して連結がなされる。
この自在金具12について説明する。自在金具12は、図4(a),(b)に示すように、ボルト12a、回動軸12b、コ字状金具12c、ナット12dを備えている。
【0022】
この自在金具12は、補強金具8の摺動溝8bに沿って移動自在となるように構成され、所望の位置で固定出来るようになされている。
補強金具8に設けられた摺動溝8bにボルト12aを挿通させる。このボルト12aの一端では回動軸12bが設けられており、この回動軸12bにダンパー11の先端の孔を挿入してダンパー11が回動自在となるように軸支する。
【0023】
一方、ボルト12aの他端では断面略コ字状のコ字状金具12cを介してナット12dが螺挿されている。ナット12dを緩めると補強金具8の摺動溝8bに沿って自在金具12を移動させることができ、所望の取り付け位置でナット12dを締めて補強金具8上に自在金具12を固定することができる。自在金具12はこのように構成され、図4(a)で示すようにダンパー11が水平方向に回動自在となるように連結される。
【0024】
また、免震架台1とダンパーとの連結についても前述の自在金具12と同様に回動軸を有する構成とし、免震架台1とダンパー11との連結においても、ダンパー11が水平方向に回動自在となるように連結される。
このような自在金具12を移動させるとダンパー11が回動しつつ、ダンパー11が伸張または縮小する。免震装置はこのように構成される。
【0025】
続いて、自在金具12を用いる減衰力の調節について説明する。図2の矢印で示すように、自在金具12を補強金具8の摺動溝8bに沿って動かすことで図2の点線で示すようにダンパー11の位置が変更される。実線のダンパー11は縮小した状態であり、点線のダンパー11は伸張した状態である。減衰力が掛かる方向が変わることで実質的に減衰力が変わるため、所望の減衰力を免震架台1に付与することができ、減衰力の方向・大きさなどを調節することができる。
【0026】
なお、図4で示す自在金具12では、水平方向にのみダンパー11を回動できるような構成である。しかしながら、自在金具12の水平方向の移動のみならず、自在金具12が鉛直方向に移動してもダンパー11が回動できるような構成としても良い。
【0027】
例えば、図5で示すような自在金具12では、ボルト12a、コ字状金具12c、ナット12dに加え、ダンパー11を水平方向に回動させるための回動軸12e、この回動軸12eに回動自在に軸支されて回動するL字状金具12f、このL字状金具に突設され、ダンパー11を鉛直方向にも回動させるための回動軸12gを備える構成とした。
【0028】
このような自在金具12とすれば、取り付け金具7と補強金具8との取り付け高さを変更する場合に自在金具12が鉛直方向に移動し、ダンパー11は伸張または縮小しながら自在金具12の移動に追従して減衰力が変わることとなる。
つまり、取り付け金具7および補強金具8とを鉛直方向に移動させることで自在金具12を鉛直方向に移動させた場合か、または、自在金具12を摺動溝8bに沿って移動させて水平方向に移動させた場合に、ダンパー11の減衰力を広げることができる。本発明の免震装置はこのようにすることも可能である。
なお、図4,図5で示したような自在金具12以外にも、アイボルトにフックを掛けるような構成としても良い。すなわち、自在金具12の移動に対し、コイルばね10やダンパー11が追従するように連結できる構成を有する自在金具12とすれば本発明の実施は可能である。
【0029】
さて、本実施形態ではダンパー11のみを自在金具12で連結し、減衰力のみを調節する免震装置であるとして説明した。
しかしながら、図示しないものの、減衰力のみならず弾性力のみを調節できる免震装置としても良い。この場合は、図2で示すダンパー11に代えてコイルばね10を自在金具12を介して補強金具8に連結し、また、図2で示すコイルばね10に代えてダンパー11を支柱4に連結すれば良い。このようにして、弾性力のみ調節できる免震装置としても良い。
【0030】
さらに、コイルばね10とダンパー11ともども自在金具12を介して補強金具8に連結しても良い。この場合、弾性力と減衰力とをともに調節することができ、調節できる範囲を広めることができる。
以上説明したように、弾性力のみ調節する免震装置とするか、減衰力のみ調節する免震装置とするか、または、弾性力と減衰力とを調節する免震装置とするかは、諸条件を考慮して決定されるが、何れの形態としても本発明の効果を奏することができる。
【0031】
本発明の免震装置によれば、振動時において、免震架台1のみが水平方向に移動するため、既設フロア100よりも免震架台1が高い位置にあれば、既設フロア100と免震架台1が接触するようなことはなく、緩衝装置を設ける必要もなくなる。
また、コイルばね10やダンパー11を免震装置の内側に収納するため、免震装置の使用面積を少なくできる。
このように既設フロア100を免震装置のすぐ近くに配置することができ、また、免震装置の設置個所の使用面積が少ないため、既設フロアとの取り合いが簡単であり、設置の制約が少なくなる。
【0032】
また、免震装置の側面近傍に先に説明した自在金具12を配置したため、既設フロア100の一部を外して免震装置の横側へ入った作業員が自在金具12を移動させれば、弾性力のみ、減衰力のみ、または、弾性力と減衰力とを容易に調節できる。
【0033】
また、自在金具12を用いてコイルばね10を連結する場合、まず、弾性力の小さい状態で自在金具12とコイルばね10とを連結し、その後に自在金具12を移動させて弾性力を大きくすれば連結が簡単にでき、設置作業が容易となる。また、自在金具12を用いてコイルばね10の連結作業時において連結が外れてコイルばね10が急激に伸張または縮小するという事態はなく、コイルばね10の設置作業が安全である。
【0034】
また、自在金具12を用いる連結では連結位置の自由度が高いため、部品の機械精度を厳密な値にする必要がなく、機械精度が低い部品を用いる免震装置としても組み付け時に諸機能を十分発揮する免震装置を製造できる。
また、L字アングルなど市販品をそのまま用いて新たに部品を追加工・製造する必要を低減させ、免震装置の構造自体も簡略であることから免震装置自体の価格を廉価にする。
また、免震装置の取り付け作業も容易であることから、施工費も低く抑えることができる。免震装置の価格を低く抑えることができる。
【0035】
【発明の効果】
本発明によれば、従来の免震装置と比較して、増床された既設フロアが周囲を囲む位置に免震装置を配置する場合でも、弾性力または減衰力の調整が容易であり、既設フロアが周囲に隣接した状態で使用できる免震装置を提供することができる。
【図面の簡単な説明】
【図1】本発明の免震装置の実施形態を示す側面図である。
【図2】本発明の免震装置の実施形態で免震架台を除いた場合の平面図である。
【図3】本発明の実施形態の免震装置の取り付け金具と補強金具とを説明する説明図である。
【図4】本発明の実施形態の免震装置の自在金具の説明図である。
【図5】本発明の実施形態の免震装置の自在金具の説明図である。
【符号の説明】
1 免震架台
2 被保護装置
3 滑り板
4 支柱
5 玉受
6 球
7 取り付け金具
8 補強金具
8a L字アングル
8b 摺動溝
9 位置決め金具
10 コイルばね
11 ダンパー
12 自在金具
12a ボルト
12b,12e,12g 回動軸
12c コ字状金具
12d ナット
12f L字状金具
100 既設フロア
100a フロア用支柱
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a seismic isolation device that attenuates and absorbs vibration such as an earthquake transmitted from a floor slab of a building and protects a precise protected device that is vulnerable to vibration.
[0002]
[Prior art]
A conventional seismic isolation device will be outlined. The seismic isolation device protects various devices in the building against vibrations caused by an earthquake or the like. With recent changes in the communication environment, large-scale host computers, servers, and communication-related devices such as PBXs (indoor exchanges) that incorporate hard disks and optical disks in the seismic isolation devices of seismic isolation devices have also increased.
[0003]
A communication cable or the like is connected to the protected devices of these communication-related facilities. In this case, in many cases where the seismic isolation device is installed, the number of floors is increased to perform under-floor wiring, and an additional floor is often installed. Hereinafter, such an extension floor has already been added before the installation of the seismic isolation device, and is particularly referred to as an existing floor.
[0004]
When there is an existing floor, there are restrictions on the seismic isolation devices that can be used. For example, a seismic isolation device such as that described in JP-A-6-33583 is a seismic isolation device in which a thin sliding plate is disposed on a floor slab, and a sliding type or rolling type seismic isolation mechanism is disposed thereon. . In such a seismic isolation device, during the vibration, the seismic isolation frame, the support column, etc. of the seismic isolation mechanism vibrate in the horizontal direction, and a situation occurs in which the seismic isolation device comes into contact with the adjacent existing floor.
[0005]
The existing floor may be destroyed by the contact, or the protected device on the base isolation frame may be damaged by the impact of the contact. Therefore, it is necessary to separate the seismic isolation device from the existing floor to prevent contact, and it is necessary to provide a shock absorber in preparation for situations where the seismic isolation device and the existing floor contact or interfere with each other. The seismic device was restricted in installation when there was an existing floor.
[0006]
Moreover, in the seismic isolation device described in JP-A-6-33583, since a coil spring or the like is arranged outside, a large area is required for installation of the seismic isolation device, and the existing floor is not installed apart from the area. There was a problem that it should not be. There was a request to reduce the total area of the seismic isolation device.
[0007]
Further, when it is desired to be able to adjust the elastic force or damping force applied to the seismic isolation frame of the seismic isolation device, a coil spring or a damper is attached to the outside of the seismic isolation device as in the seismic isolation device described in JP-A-6-33583. From this point of view, there was a problem that the seismic isolation device and the existing floor had to be installed separately. When an adjustment mechanism for elastic force or damping force is involved, it is difficult to arrange a coil spring or a damper inside.
[0008]
[Problems to be solved by the invention]
The present invention has been made in order to solve the above-described problems, and even when the seismic isolation device is disposed at a position where the existing floor with the increased floor surrounds the periphery, it is easy to adjust the elastic force or the damping force. The purpose is to provide a seismic isolation device that can be used in the state where the existing floor is adjacent to the surrounding area.
[0009]
[Means for Solving the Problems]
In order to solve the above problem, according to the seismic isolation device of claim 1,
A plurality of pillars erected on the floor slab;
A plurality of support portions respectively provided at tips of the plurality of struts;
A base-isolated base that is supported by the plurality of support parts so as to be movable in the horizontal direction;
Reinforcing brackets passed between the two struts,
A mounting bracket for attaching the reinforcing bracket to the column while moving vertically along the column and changing the mounting height of the reinforcing bracket,
An elastic member for imparting an elastic force to the base isolation frame;
A damping member for applying a damping force for damping the vibration of the base isolation frame;
It said elastic member Oyo connected with the seismic isolation mount the front Symbol damping member beauty, and a universal fitting for changing the mounting position by moving in the horizontal direction along the reinforcing metal fitting,
With
And adjusting said to grant the seismic isolation frame by changing the mounting position of the universal fitting elastic force and decrease衰力with changing the mounting height of the mounting bracket.
[0010]
Moreover, according to the seismic isolation device of claim 2,
The seismic isolation device according to claim 1,
Wherein the plurality of bearing is characterized by a plurality of balls der Rukoto.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the seismic isolation device of the present invention will be described. FIG. 1 is a side view showing the present embodiment, FIG. 2 is a plan view when the base is also removed, FIG. 3 is an explanatory view for explaining the mounting bracket and the reinforcing bracket, and FIGS. It is explanatory drawing of a metal fitting.
[0012]
In addition, in addition to the seismic isolation device of this embodiment, the existing floor 100 provided around the seismic isolation device is also illustrated in FIG. The existing floor 100 is expanded with floor posts 100a. Under the existing floor 100, for example, although not shown, a communication cable or the like is wired under the floor and connected by the protected device 2. .
[0013]
The seismic isolation device of the present embodiment includes an example of a base isolation rack 1, a sliding plate 3, a support column 4, a ball bearing 5, a ball 6 as an example of a support portion, a mounting bracket 7, a reinforcing bracket 8, a positioning bracket 9, and an example of an elastic member. Are provided with a coil spring 10, a damper 11 as an example of a damping member, and a universal bracket 12.
[0014]
The base isolation frame 1 is a flat plate formed in a substantially rectangular shape, and a protected device 2 is placed on the upper surface of the base isolation frame 1 as shown in FIG. The protected device 2 is fixed on the base isolation frame 1 by a fixing bracket (not shown) provided on the base isolation frame 1. Sliding plates 3 are attached to the four corners of the lower surface of the seismic isolation rack 1, respectively.
[0015]
On the other hand, a ball receiver 5 is provided at each end of the support column 4. The ball receiver 5 is in contact with the spherical surface of the ball 6 so that the ball 6 can rotate. The pillars 4 are respectively set directly below the sliding plates 3 at the four corners of the base isolation frame 1 so that the balls 6 are in contact with all of the sliding plates 3 attached to the four corners. These balls 6 are in contact with the sliding plate 3 to support the base isolation frame 1 and facilitate the horizontal movement of the base isolation frame 1. These balls 6 correspond to the support portion of the present invention. By comprising in this way, the seismic isolation stand 1 becomes movable in a horizontal direction.
[0016]
As shown in FIG. 3A, the mounting bracket 7 includes mounting brackets 7a and 7b and a screw 7c, and a hole is formed at the center when the mounting brackets 7a and 7b are assembled. When attaching the mounting bracket 7 to the column 4, it is possible to pass the column-shaped column 4 through the hole of the mounting bracket 7, move the mounting bracket 7 in the vertical direction, and fix it at the optimal mounting height. it can.
[0017]
At the same time that the mounting bracket 7 is attached to the column 4, the reinforcing bracket 8 is stretched and attached between the two columns 4. In this embodiment, the reinforcing metal fitting 8 is formed by arranging two L-shaped angles 8a to form a lattice beam as shown in FIG. 3B, and the sliding groove 8b is formed as shown in FIG. As shown in a), the two L-shaped angles 8a are fixed to the support column 4 with screws 7c with a part of the mounting brackets 7a and 7b being sandwiched therebetween.
[0018]
In addition, in the mounting bracket 7 attached to one support column 4, two reinforcing brackets 8 are mounted substantially vertically, but the reinforcing bracket 8 is substantially perpendicular between the two reinforcing brackets 8. One positioning fitting 9 is handed over, and the two reinforcing fittings 8 and the positioning fitting 9 are fixed together by screws. As shown in FIG. 2, the positioning metal fitting 9 is attached to the reinforcing metal fitting 8 by all four support columns 4, and the four reinforcing metal fittings 8 are integrally connected. With the reinforcing bracket 8 and the positioning bracket 9, the exact mounting positions of the four columns 4 are determined.
[0019]
While determining the mounting height in the vertical direction of the four reinforcing brackets 8 that are integrally connected in this manner and having a substantially rectangular shape in the plane, the mounting bracket 7 firmly sandwiches the column 4 using the screws 7c, The reinforcing bracket 8 and the mounting bracket 7 are integrally fixed to the four columns 4. The mounting height adjustment operation will be described later.
[0020]
As shown in FIG. 2, four coil springs 10 are passed between the base isolation frame 1 and the four support columns 4, and an elastic force is applied in the horizontal direction.
Although the connection between the base isolation frame 1 and the coil spring 10 is not shown, the connection between the base 4 and the coil spring 10 is performed by a hook pin protruding from the base isolation base 1. It is hooked and connected to a locking pin protruding on the outer periphery.
[0021]
In addition, a plurality of dampers 11 are passed between the base isolation frame 1 and the reinforcing bracket 8. The reinforcing metal fitting 8 and the damper 11 are connected via the universal metal fitting 12.
The universal bracket 12 will be described. As shown in FIGS. 4A and 4B, the universal bracket 12 includes a bolt 12a, a rotating shaft 12b, a U-shaped bracket 12c, and a nut 12d.
[0022]
The universal bracket 12 is configured to be movable along the sliding groove 8b of the reinforcing bracket 8, and can be fixed at a desired position.
Bolts 12 a are inserted into sliding grooves 8 b provided in the reinforcing metal fitting 8. A rotating shaft 12b is provided at one end of the bolt 12a. A hole at the tip of the damper 11 is inserted into the rotating shaft 12b so that the damper 11 can be pivoted.
[0023]
On the other hand, at the other end of the bolt 12a, a nut 12d is screwed through a U-shaped metal fitting 12c having a substantially U-shaped cross section. When the nut 12d is loosened, the universal fitting 12 can be moved along the sliding groove 8b of the reinforcing fitting 8, and the universal fitting 12 can be fixed on the reinforcing fitting 8 by tightening the nut 12d at a desired mounting position. . The universal bracket 12 is configured in this way, and is connected so that the damper 11 can be rotated in the horizontal direction as shown in FIG.
[0024]
Further, the connection between the base isolation frame 1 and the damper is also configured to have a rotation axis in the same manner as the above-described universal bracket 12, and the damper 11 rotates in the horizontal direction also in the connection between the base isolation frame 1 and the damper 11. They are connected so as to be free.
When such a universal bracket 12 is moved, the damper 11 expands or contracts while the damper 11 rotates. The seismic isolation device is configured in this way.
[0025]
Next, adjustment of the damping force using the universal bracket 12 will be described. As shown by the arrow in FIG. 2, the position of the damper 11 is changed as shown by the dotted line in FIG. 2 by moving the universal fitting 12 along the sliding groove 8 b of the reinforcing fitting 8. The solid line damper 11 is in a contracted state, and the dotted line damper 11 is in an expanded state. Since the damping force changes substantially by changing the direction in which the damping force is applied, a desired damping force can be applied to the seismic isolation gantry 1 and the direction and magnitude of the damping force can be adjusted.
[0026]
4 is configured such that the damper 11 can be rotated only in the horizontal direction. However, the damper 11 may be configured to be able to rotate not only in the horizontal movement of the universal bracket 12 but also in the vertical direction.
[0027]
For example, in the universal bracket 12 as shown in FIG. 5, in addition to the bolt 12a, the U-shaped bracket 12c, and the nut 12d, the rotating shaft 12e for rotating the damper 11 in the horizontal direction, and the rotating shaft 12e are rotated. An L-shaped bracket 12f that is pivotally supported and pivoted, and a pivot shaft 12g that projects from the L-shaped bracket and pivots the damper 11 also in the vertical direction.
[0028]
With such a universal bracket 12, when the mounting height of the mounting bracket 7 and the reinforcing bracket 8 is changed, the universal bracket 12 moves in the vertical direction, and the damper 11 moves while the extension 11 is expanded or contracted. The damping force changes following this.
That is, the mounting bracket 7 and the reinforcing bracket 8 are moved in the vertical direction to move the universal bracket 12 in the vertical direction, or the universal bracket 12 is moved along the sliding groove 8b in the horizontal direction. When moved, the damping force of the damper 11 can be expanded. The seismic isolation device of the present invention can also be configured in this way.
In addition to the universal bracket 12 as shown in FIGS. 4 and 5, the eyebolt may be hooked. In other words, the present invention can be implemented if the universal metal fitting 12 is configured to be connected so that the coil spring 10 and the damper 11 follow the movement of the universal metal fitting 12.
[0029]
In the present embodiment, it has been described that the seismic isolation device is configured to connect only the damper 11 with the universal bracket 12 and adjust only the damping force.
However, although not shown, the seismic isolation device can adjust not only the damping force but also the elastic force. In this case, instead of the damper 11 shown in FIG. 2, the coil spring 10 is connected to the reinforcing fitting 8 via the universal fitting 12, and the damper 11 is connected to the column 4 instead of the coil spring 10 shown in FIG. 2. It ’s fine. Thus, it is good also as a seismic isolation apparatus which can adjust only an elastic force.
[0030]
Further, the coil spring 10 and the damper 11 may be connected to the reinforcing metal fitting 8 via the universal metal fitting 12. In this case, both the elastic force and the damping force can be adjusted, and the adjustable range can be widened.
As described above, whether to use a seismic isolation device that adjusts only the elastic force, a seismic isolation device that adjusts only the damping force, or a seismic isolation device that adjusts the elastic force and damping force. Although it is determined in consideration of the conditions, the effect of the present invention can be achieved in any form.
[0031]
According to the seismic isolation device of the present invention, only the base isolation frame 1 moves in the horizontal direction during vibration. Therefore, if the base isolation frame 1 is higher than the existing floor 100, the existing floor 100 and the base isolation frame 1 does not come into contact, and there is no need to provide a shock absorber.
Further, since the coil spring 10 and the damper 11 are housed inside the seismic isolation device, the area of use of the seismic isolation device can be reduced.
In this way, the existing floor 100 can be placed in the immediate vicinity of the seismic isolation device, and since the use area of the seismic isolation device is small, the connection with the existing floor is simple, and there are few installation restrictions. Become.
[0032]
In addition, since the universal bracket 12 described above is disposed in the vicinity of the side surface of the seismic isolation device, if a worker who removes a part of the existing floor 100 and enters the side of the seismic isolation device moves the universal bracket 12, It is possible to easily adjust only the elastic force, only the damping force, or the elastic force and the damping force.
[0033]
Further, when the coil spring 10 is connected using the free metal fitting 12, first, the free metal fitting 12 and the coil spring 10 are connected in a state where the elastic force is small, and then the free metal fitting 12 is moved to increase the elastic force. In this case, the connection can be simplified and the installation work can be facilitated. Further, there is no situation in which the coil spring 10 is suddenly expanded or contracted when the coil spring 10 is connected using the universal metal fitting 12, and the installation work of the coil spring 10 is safe.
[0034]
In addition, since the degree of freedom of the connection position is high in the connection using the universal bracket 12, it is not necessary to set the mechanical accuracy of the parts to a strict value, and various functions are sufficient when assembled even as a seismic isolation device using parts with low mechanical accuracy. A seismic isolation device can be manufactured.
In addition, the need for additional parts to be manufactured and manufactured by using commercially available products such as L-shaped angles as they are, and the structure of the seismic isolation device itself is simplified, thereby reducing the price of the seismic isolation device itself.
In addition, since the seismic isolation device can be easily attached, the construction cost can be kept low. The price of seismic isolation devices can be kept low.
[0035]
【The invention's effect】
According to the present invention, as compared with the conventional seismic isolation device, even when the seismic isolation device is disposed at a position where the existing floor with the increased floor surrounds the surroundings, it is easy to adjust the elastic force or the damping force, and It is possible to provide a seismic isolation device that can be used with the floor adjacent to the surroundings.
[Brief description of the drawings]
FIG. 1 is a side view showing an embodiment of a seismic isolation device of the present invention.
FIG. 2 is a plan view of the seismic isolation device according to the embodiment of the present invention with the seismic isolation rack removed.
FIG. 3 is an explanatory diagram for explaining a mounting bracket and a reinforcing bracket of the seismic isolation device according to the embodiment of the present invention.
FIG. 4 is an explanatory view of a universal bracket of the seismic isolation device according to the embodiment of the present invention.
FIG. 5 is an explanatory diagram of a universal bracket of the seismic isolation device according to the embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Seismic isolation stand 2 Protected device 3 Sliding plate 4 Support column 5 Ball receiver 6 Ball 7 Mounting bracket 8 Reinforcing bracket 8a L-shaped angle 8b Sliding groove 9 Positioning bracket 10 Coil spring 11 Damper 12 Swivel bracket 12a Bolts 12b, 12e, 12g Rotating shaft 12c U-shaped bracket 12d Nut 12f L-shaped bracket 100 Existing floor 100a Floor support

Claims (2)

床スラブ上で立設される複数の支柱と、
前記複数の支柱の先端にそれぞれ設けられる複数の支承部と、
前記複数の支承部により水平方向に移動自在に支承される免震架台と、
2本の支柱間に渡される補強金具と、
前記支柱に沿って上下方向に移動して前記補強金具の取り付け高さを変更しつつ前記支柱に前記補強金具を取り付ける取付金具と、
前記免震架台に弾性力を付与するための弾性部材と、
前記免震架台の振動を減衰させる減衰力を付与するための減衰部材と、
前記弾性部材および前記減衰部材を前記免震架台と連結し、かつ、前記補強金具に沿って水平方向に移動して取り付け位置を変更する自在金具と、
を備え、
前記取付金具の取り付け高さを変更するとともに前記自在金具の取り付け位置を変更することで免震架台に付与する弾性力および減衰力を調節することを特徴とする免震装置。
A plurality of pillars erected on the floor slab;
A plurality of support portions respectively provided at tips of the plurality of struts;
A base-isolated base that is supported by the plurality of support parts so as to be movable in the horizontal direction;
Reinforcing brackets passed between the two struts,
A mounting bracket for attaching the reinforcing bracket to the column while moving vertically along the column and changing the mounting height of the reinforcing bracket,
An elastic member for imparting an elastic force to the base isolation frame;
A damping member for applying a damping force for damping the vibration of the base isolation frame;
It said elastic member Oyo connected with the seismic isolation mount the front Symbol damping member beauty, and a universal fitting for changing the mounting position by moving in the horizontal direction along the reinforcing metal fitting,
With
Seismic isolation apparatus characterized by adjusting said to grant the seismic isolation frame by changing the mounting position of the universal fitting elastic force and decrease衰力with changing the mounting height of the mounting bracket.
請求項1に記載の免震装置において、
前記複数の支承部は複数の球であることを特徴とする免震装置。
The seismic isolation device according to claim 1,
Wherein the plurality of bearing portions seismic isolation device according to claim plurality of balls der Rukoto.
JP25035199A 1999-09-03 1999-09-03 Seismic isolation device Expired - Fee Related JP4353341B2 (en)

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