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JP4238340B2 - Seismic isolation device - Google Patents
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JP4238340B2 - Seismic isolation device - Google Patents

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JP4238340B2
JP4238340B2 JP2003064739A JP2003064739A JP4238340B2 JP 4238340 B2 JP4238340 B2 JP 4238340B2 JP 2003064739 A JP2003064739 A JP 2003064739A JP 2003064739 A JP2003064739 A JP 2003064739A JP 4238340 B2 JP4238340 B2 JP 4238340B2
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fixed bottom
load support
seismic isolation
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support
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JP2004270864A (en
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道男 工藤
富春 進藤
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Description

【0001】
【発明の属する技術分野】
本発明は地震による動きを減少させるための免震装置、殊に建築物内部に設置された機器、家具、調度品、工芸品などの部分免震に使用するのに好適な免震装置に関するものである。
【0002】
【従来の技術】
建築物などを球体に乗せて地震時の特に水平動の伝達を低減させる考えは古くから提案されている。 例えば特開昭64−17945号公報、特開平1−275821号公報には球体を使用して建築物の免震を図ることが記載され、また例えば特開平5−164168号公報、特開平10−38022号公報には球体を使用して建築物に限らずその内部に設置された機器などの免震を図ることが記載されている。
【0003】
前記免震装置の内で、後者二つの公報に記載されているものは、前者二つの公報に記載されているものに比べて大きな振幅の振動に対処することができ、且つ建築物内部に設置された機械などの部分免震に使用することができるものとしている。
【0004】
即ち、前記特開平5−164168号公報に記載されている免震装置、およびその改良品である前記特開平10−38022号公報に記載された免震装置は、図5に概略的に示したように、建築物の床(または基礎)に直接または防振部材を介して設置され上面を凹状の湾曲面52とした固定底体51と、免震目的物である機器などの設置物(または建築物)を載置する受台53を上部に有し下面を凸状の湾曲面55とした荷重支持体54と、数個の球体57を円周上に配置して保持枠58に保持させてなる移動支持体56とを具え、球体57を上下の向かい合った湾曲面52、55に接触させて移動支持体56を固定底体51と荷重支持体54との間に装入したものである。
【0005】
この免震装置は水平に設置されるものであって、地震時に固定底体51が横方向へずれ動いて往復動を繰り返す振動を行なうとき、移動支持体56が固定底体51よりも小さいずれ動きの往復動を行ない、荷重支持体54が移動支持体56よりも小さいずれ動きの往復動を行なうことによって免震の目的を達成することができるものである。
【0006】
尚、前記特開平10−38022号公報に記載の免震装置は、荷重支持体54および移動支持体56の少なくともいずれかにこれらを中心位置に保持させるように働くばね59、60を作用させて大きな振幅の地震にも対応できるようにしている。
【0007】
【発明が解決しようとする課題】
図5で説明した前記従来の免震装置を建築物内部に設置される機器、家具、調度品、工芸品などの部分免震に使用する場合、これらの免震目的物を受台53に載置した荷重支持体54は球体57に乗っているので、免震目的物を故意にあるいは不作意に押したとき、その重量や加えた力の強さによっては荷重支持体54が免震目的物と一緒に動いてしまい、しかも荷重支持体54の下面が湾曲面55であるため動きながら傾くので不安定であることを避けられない。
【0008】
本発明は、上面を凹状の湾曲面で例示される傾斜面とした固定底体と、下面に凸状の湾曲面で例示される傾斜面を有し免震目的物を載置する荷重支持体と、複数個の球体を円周上に配置して保持枠に保持させてなる移動支持体とを有し、移動支持体が球体を上下の向かい合った傾斜面に接触させて固定底体と荷重支持体との間に装入されている前述の免震装置、またはこのものに加えて荷重支持体および移動支持体の少なくともいずれかに弾性的に作用させた中心位置保持機構を有する同じく前述の免震装置がもっている、免震目的物が地震に由来しない外力で動く心配がある、という前記課題を解決するためになされたものであって、その目的とするところは免震機能を損わずに地震以外の外力で免震目的物が動くことのないものとすることにある。
【0009】
【課題を解決するための手段】
記課題を解決するために、本発明は固定底体と荷重支持体のそれぞれの中心が一致した中立位置で荷重支持体を固定底体に結合固定し、中心がずれたとき結合が解除されて固定底体と荷重支持体とが互いに個別の横方向動きを行なうようにしたロック機構を具えた免震装置について、前記ロック機構を前記荷重支持体に設けた案内孔に上下可動に嵌装され下方突出部分に上下二つの周溝を有するとともに下端に係止片を有する軸部材と、前記周溝の一つに係合する係合部片と、前記固定底体に設けた前記係止片を嵌入する嵌入凹部とを具え、前記固定底体と荷重支持体の中心が一致した中立位置で前記係合部片を上方の周溝に係合するとともに前記係止片を前記嵌入凹部に嵌入することにより前記荷重支持体を前記固定底体に結合固定し、前記中心がずれたとき前記係止片が前記嵌入凹部から脱出するとともに前記係合部片が下方の周溝に係合するものとした。
【0010】
平常時には荷重支持体が固定底体に固定されていることによって、その上に載置した免震目的物を押しても動くことなく所定の位置、姿勢を安定よく維持する。地震が発生して固定底体が横方向へずれ動き、これに伴って移動支持体と荷重支持体がずれ動きをする最初の動作で固定底体と荷重支持体との結合が解除され、以後は免震装置がもっている振動低減機能による免震が行なわれる。
【0011】
【発明の実施の形態】
以下に図面を参照して本発明の実施の形態を説明すると、平面正方形であって底板1aと周側板1bとからなる下カバー体1に同じく平面正方形であって蓋板2aと周側板2bとからなる上カバー体2が周側板1b、2bを互いに重ねて嵌込まれており、蓋板2aは中心に操作孔3が設けられているとともにその周りに複数個、本実施の形態では三個の窓孔4が円周方向等間隔で設けられている。 また、周側板1aとほぼ等しい高さに作られた円環状の止め部材5が周側板1aにほぼ内接して下カバー体1に収装固定されている。
【0012】
底板1aには薄円板状であって中心部分が最も低くそれより外側周縁に向かって次第に高くなる上向き凹状に湾曲した傾斜面8を上面に形成した固定底体7が互いの中心を一致させて重ねられ、図示しないねじなどの適宣手段によって底板1aに固定されている。
【0013】
また、平面正方形の平板からなる受台11と、薄円板状であって中心部分が最も高くそれより外側周縁に向かって次第に低くなる下向き凸状に湾曲した傾斜面13を下面に形成した滑動台12と、これらを上下に少し離間させて分離可能に結合した脚柱14とからなる荷重支持体10が固定底体7の上方に配備されている。 脚柱14は本実施の形態では三個であり、円周方向等間隔に配置されて蓋板2aの窓孔4を貫通し、受台11を上カバー体2の上方、滑動台12を下カバー体1の内部に位置させている。
【0014】
尚、荷重支持体10がその中心を固定底体7の中心と一致させたとき、即ち図1に示す固定底体7の中心を通る鉛直中心線N上に中心を置いたとき、互いに向かい合った二つの傾斜面8、13の間隔は中心部から外側周縁部に至るまでほぼ同一であるように作られている。 また、二つの傾斜面8、13は球面状に湾曲したものに限らず、円錐面状としたものであってもよい。
【0015】
更に、数個、一般には6個乃至12個の球体17をそれらの上下両端部分を突出させて円環状の保持枠18に自転自由に保持した移動支持体16が固定底体7と荷重支持体10との間に装入されている。 球体17は一平面上において円周方向等間隔に配置され、上下の互いに向かい合った傾斜面8、13に接触している。 また、この移動支持体16がその中心を鉛直中心線N上に置いたとき、荷重支持体10も傾斜面8、13がほぼ一定間隔であることによってその中心を鉛直中心線N上に置くように位置調整される。この状態において、固定底体7が水平面上に設置されていれば、移動支持体16、荷重支持体10もそれぞれ水平面上に置かれ、この中立位置において荷重支持体10は免震目的物を傾けることなく載置しておくことができる。
【0016】
地震が発生したとき、地盤の横揺れに伴って建築物の主として床に固定した下カバー体1とこれに固定した固定底体7とが床と一体の横方向振動を行なう。 固定底体7が中心を鉛直中心線N上に置いた図1および図4(A)に示す中立位置から横方向、例えば図の右方向へずれ動くと、その上に乗っている移動支持体16はその球体17が傾斜面8の右方向移動に伴って図示反時計方向へ回転させられることにより左方向へ移動し、その結果移動支持体16は固定底体7の右方向移動距離と固定底体7に対する左方向移動距離との差に相当する距離だけ右方向へ移動し、且つ右下がりに傾斜する。 一方、荷重支持体10は移動支持体16に乗って右下がりに傾斜し右方向へすべり動こうとするが、反時計方向へ回転している球体17によって左方向へ移動されられる力を受け、これらの力の差に相当する距離だけ右方向へ移動する。 このため、図4(B)に示したように、固定底体7が鉛直中心線NからNR1までずれ動いたとき、移動支持体16はこれよりも小さいストロークのNR2までずれ動き、荷重支持体10は更にこれよりも小さいストロークのNR3までずれ動く。
【0017】
固定底体7がNR1から左方向へ図4(C)に示すNL1までずれ動いたとき、前記と同じ理由によって移動支持体16はこれよりも小さいストロークのNL2までずれ動き、荷重支持体10は更にこれよりも小さいストロークのNL3までずれ動く。
【0018】
即ち、固定底体7の振幅NR1−NL1に比べて荷重支持体10の振幅NR3−NL3は大幅に小さく、地震による水平動の伝達を低減するという免震の目的が達成されることとなる。
【0019】
本発明の免震装置は少なくとも三台を同一水平面上に設置して免震目的物を分担支持させるものであり、それらの受台11にまたがらせて免震目的物を直接載置するか、または図1に二点鎖線で示した載置台20を準備してこれを各受台11にまたがらせて載せ、この載置台20に免震目的物を載置する。
【0020】
ここで、荷重支持体10は図4(B)、(C)に見られるように、地震時に右下がりの傾斜と左下がりの傾斜とを繰り返すが、傾斜面8、13の勾配と球体17の径および配置円周の径とを適宣に設定することによって傾きを僅かなものとすることができ、免震目的物に横方向振動と同時に上下動および傾きが加えられても倒れることはない。
【0021】
本実施の形態では受台11の中心、即ち中立位置において鉛直中心線N上に位置させて、受台11と載置台20とに切欠球状の受孔を設けた受部片22、23を対向突設するとともに受球体24をこれらの受孔に嵌込んでなる自在受体21を設けている。自在受体21は荷重支持体10が傾いても載置台20を水平に維持するように働き、図4のNからNR3、NL3に至ったときの中心部分の僅かな上下移動に伴う上下微細振動が横方向振動に加えられるが、傾きが加えられないことによって免震目的物の安全を更に向上することができる。
【0022】
以上により免震の目的を達成することができるが、本実施の形態では振幅のきわめて大きい横方向振動を伴う地震に対しても荷重支持体10、移動支持体16の横方向動きを抑制することができるように、これらの外側周縁と止め部材5とに両端を結合して放射状に配備した複数個のずつのダンパからなる中心位置保持機構25、26を設けた。この中心位置保持機構25、26はその具体的構成の図解説明を省略したが、前出の特開平10−38022号公報に記載されているコイルばねや板ばねのほかに流体圧ダンパなど適宣のダンパを用いて構成することができ、これらが荷重支持体10、移動支持体16を中立位置に保持するように弾性的に働くことにより、固定底体7に比べて横方向動きを充分に小さいものとすることが可能となり、また地震が終ったとき荷重支持体10や移動支持体16が慣性で動き続けることを抑制し直ちに中心位置に保持させることができる。この中心位置保持機構25、26は荷重支持体10、移動支持体16の両方に設けることなく、そのいずれかにのみ設けたものとしてもよい。
【0023】
尚、本実施の形態では受台11以外の構成部品を下カバー体1、上カバー体2に包み込んだが、外部に露出しているものとしても機能上の問題はない。 しかし、免震目的物の種類や設置場所によっては美観を損なわせないために下カバー体1、上カバー体2に収装するのが得策である。
【0024】
次に、免震目的物或いは載置台20、受台11を故意にまたは不作意に押したとき、免震目的物の重量や加えた力の強さによっては荷重支持体10が一緒に動いてしまい、その下面の傾斜面13が中立位置の球体17に乗ってすべり移動することによって傾き、免震目的物の姿勢を不安定にする、という心配がある。
【0025】
本発明はこのように地震に由来しない外力で免震目的物が動くことがないようにすることを重要な目的とするものであって、そのために荷重支持体10を固定底体7に結合固定するロック機構30を具えたものとした。
【0026】
即ち、図1、図2を参照してロック機構30の実施の形態を説明すると、荷重支持体10の中心に位置させてその滑動台12に設けた案内孔31に軸部材32が上下可動に嵌装され、この軸部材32は下方突出部分に上下二つの周溝33A、33Bをほぼ隣接させて有しているとともに下端に球体からなる係止片34を自転自由に装着させて有しており、軸部材32を囲んで滑動台12に一端を固定した複数個の板ばねからなりその自由端が周溝33A、33Bの一つと交互に嵌入係合するようにした係合部片35が配備され、更に固定底体7の中心に位置させて係止片34の一部を嵌入する嵌入凹部36が設けられている。
【0027】
中心位置において、図1および図2(A)に示したように係止片34を嵌入凹部36に嵌入させ係合部材35を上方の周溝33Aに嵌入係合させることにより、荷重支持体10は軸部材32を介在させて固定底体7に結合固定される。 このため、地震に由来しない横方向の力が加えられても、動いたり傾いたりすることなく免震目的物を所定の位置、姿勢に安定よく保たせることができる。
【0028】
ごく微弱な地震が発生したときは前記の状態が維持されるが、或る強度を超える地震が発生して固定底体7と荷重支持体10、移動支持体16との中心がずれると、係止片34が嵌入凹部36から脱出し軸部材32は押し上げられる。 このため、係合部材35は下方の周溝33Bに嵌入係合して軸部材32を上昇位置に保持するようになり、固定底体7と荷重支持体10との結合が解除されて以後の免震作用の支障となったり振動の都度係止片34が嵌入凹部36に入って破損するなどの不都合を生じさせない。このときの状態は図2(B)に示されている。
【0029】
地震が終わったとき、荷重支持体10と移動支持体16とは傾斜面8、13により、或いはこれに加えて中心位置保持機構25、26により中立位置に戻るので、免震目的物と受台11とを除去し操作孔3を利用して軸部材32を押し下げることにより、再び荷重支持体10を固定底体7に結合固定することができる。
【0030】
ロック機構30は滑動台12、固定底体7のいずれかまたは両方の一部を外側方へ延出させてそこに設置することもできる。しかし、本実施の形態のように中心部分に設置すると、装置全体を大形化することなく設置できるという利点がある。
【0031】
【発明の効果】
以上のように、本発明によると部分免震にすぐれた機能を発揮することに加えて、地震に由来しない力が加えられたときの動きが防止されることにより、免震目的物を所定の位置、姿勢に安定よく維持し、すぐれた安全性が得られるものである。
【図面の簡単な説明】
【図1】本発明の実施の形態を示す縦断面図。
【図2】図1のロック機構およびその動作を説明する拡大縦断面部分図。
【図3】図1の実施の形態の横断面図。
【図4】図1の実施の形態の動作説明図。
【図5】従来例を示す縦断面概略図。
【符号の説明】
7 固定底体、 8、13 傾斜面、 10 荷重支持体、 11 受台、 12 滑動台、 16 移動支持体、 17 球体、 18 保持枠、 20 載置台、 21 自在受体、 25、26 中心位置保持機構、 30 ロック機構
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a seismic isolation device for reducing movement caused by an earthquake, and more particularly to a seismic isolation device suitable for use in partial seismic isolation of equipment, furniture, furniture, crafts, etc. installed inside a building. It is.
[0002]
[Prior art]
The idea of reducing the transmission of horizontal movement during earthquakes by placing buildings on a sphere has been proposed for a long time. For example, Japanese Patent Application Laid-Open Nos. 64-17945 and 1-275821 describe using a sphere to provide seismic isolation for buildings, and for example, Japanese Patent Application Laid-Open Nos. 5-164168 and 10- Japanese Patent No. 38022 discloses that a sphere is used to seismically isolate not only the building but also equipment installed therein.
[0003]
Among the seismic isolation devices, those described in the latter two publications can cope with vibrations having a larger amplitude than those described in the former two publications, and are installed inside the building. It can be used for partial seismic isolation, such as machined.
[0004]
That is, the seismic isolation device described in JP-A-5-164168 and the seismic isolation device described in JP-A-10-38022 which is an improved version thereof are schematically shown in FIG. As described above, a fixed bottom body 51 having a concave curved surface 52 installed on a floor (or foundation) of a building directly or via a vibration isolating member, and an installation object such as a device that is a seismic isolation object (or A load support 54 having a cradle 53 on the top and a convex curved surface 55 on the bottom, and several spheres 57 are arranged on the circumference and held by the holding frame 58. The moving support body 56 is inserted between the fixed bottom body 51 and the load support body 54 by bringing the spherical body 57 into contact with the upper and lower curved surfaces 52 and 55 facing each other. .
[0005]
This seismic isolation device is installed horizontally, and when the fixed bottom body 51 is displaced laterally during the earthquake and repeats reciprocation, the moving support 56 is smaller than the fixed bottom body 51. The purpose of seismic isolation can be achieved by performing a reciprocating motion and performing a reciprocating motion in which the load support 54 is smaller than the moving support 56.
[0006]
Note that the seismic isolation device described in the above-mentioned Japanese Patent Application Laid-Open No. 10-38022 applies springs 59 and 60 that act to hold at a central position on at least one of the load support 54 and the movable support 56. It is designed to handle earthquakes with large amplitudes.
[0007]
[Problems to be solved by the invention]
When the conventional seismic isolation device described with reference to FIG. 5 is used for partial seismic isolation of equipment, furniture, furniture, crafts, etc. installed inside the building, these seismic isolation objects are mounted on the cradle 53. Since the placed load support 54 is on the sphere 57, when the seismic isolation object is intentionally or unintentionally pushed, the load support 54 depends on the weight or strength of the applied force. In addition, since the lower surface of the load support 54 is a curved surface 55 and tilts while moving, it cannot be avoided that the load support 54 is unstable.
[0008]
The present invention provides a fixed bottom body having an upper surface as an inclined surface exemplified by a concave curved surface, and a load support having an inclined surface exemplified by a convex curved surface on the lower surface, on which a seismic isolation object is placed. And a moving support formed by arranging a plurality of spheres on the circumference and holding them on a holding frame, and the moving support contacts the fixed bottom body and the load by bringing the spheres into contact with the upper and lower inclined surfaces. The above-described seismic isolation device inserted between the support and the center position holding mechanism elastically acting on at least one of the load support and the moving support in addition to the above-described seismic isolation device. It was made to solve the above-mentioned problem that the seismic isolation device has a concern that the seismic isolation object may be moved by an external force that does not originate from the earthquake. The seismic isolation object must not move due to external forces other than earthquakes. Located in.
[0009]
[Means for Solving the Problems]
To solve the previous SL object, the present invention provides a load bearing body fixedly connected to the stationary base body in a neutral position where the centers are matched fixed bottom member and the load supporting member, coupling is released when the center is deviated For the seismic isolation device having a lock mechanism in which the fixed bottom body and the load support body perform separate lateral movements , the lock mechanism is fitted in a guide hole provided in the load support body so as to be vertically movable. A shaft member having two upper and lower circumferential grooves in the downward projecting portion and having a locking piece at the lower end, an engagement piece engaging with one of the circumferential grooves, and the locking provided on the fixed bottom body An engaging recess for inserting a piece, and engaging the engaging piece with an upper circumferential groove at a neutral position where the centers of the fixed bottom and the load support coincide with each other, and the locking piece into the inserting recess The load support body is coupled and fixed to the fixed bottom body by inserting, The engaging piece with the engaging piece when the serial center is shifted to escape from the fitting recess is assumed to be engaged in the circumferential groove of the lower.
[0010]
In normal times, the load support is fixed to the fixed bottom, so that the predetermined position and posture can be stably maintained without moving even if the seismic isolation object placed on the load support is pushed. When the earthquake occurs, the fixed base moves laterally, and the moving support and load support move with this movement. Seismic isolation is performed by the vibration reduction function of the seismic isolation device.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings. The lower cover body 1 is a flat square and is composed of a bottom plate 1a and a peripheral plate 1b. The cover plate 2a and the peripheral plate 2b The upper cover body 2 is formed by fitting the peripheral side plates 1b and 2b so as to overlap each other, and the lid plate 2a is provided with an operation hole 3 at the center and a plurality of the surrounding holes, three in this embodiment. Are provided at equal intervals in the circumferential direction. An annular stop member 5 formed at a height substantially equal to that of the peripheral side plate 1a is substantially inscribed in the peripheral side plate 1a and is fixed to the lower cover body 1.
[0012]
The bottom plate 1a has a thin disk shape, and a fixed bottom body 7 formed with an inclined surface 8 curved in an upward concave shape that has the lowest central portion and is gradually higher toward the outer peripheral edge. And are fixed to the bottom plate 1a by appropriate means such as screws (not shown).
[0013]
Further, a receiving base 11 made of a plane square flat plate, and a slide having a thin disc shape and an inclined surface 13 which is curved in a downward convex shape which is the highest in the central portion and gradually lower toward the outer peripheral edge. A load support body 10 including a base 12 and a pedestal 14 that is separated from each other by being slightly separated in the vertical direction is provided above the fixed bottom body 7. In the present embodiment, there are three pedestal columns 14, which are arranged at equal intervals in the circumferential direction and pass through the window holes 4 of the cover plate 2 a, with the cradle 11 above the upper cover body 2 and the slide base 12 below. It is located inside the cover body 1.
[0014]
When the center of the load supporting body 10 coincides with the center of the fixed bottom body 7, that is, when the center is placed on the vertical center line N passing through the center of the fixed bottom body 7 shown in FIG. The interval between the two inclined surfaces 8 and 13 is made to be substantially the same from the center to the outer peripheral edge. Further, the two inclined surfaces 8 and 13 are not limited to those curved in a spherical shape, but may be conical surfaces.
[0015]
Further, several, generally six to twelve spheres 17 having their upper and lower ends protruding from each other and a movable support 16 which is freely held by an annular holding frame 18 are fixed to the fixed base 7 and the load support. 10 is inserted. The spheres 17 are arranged at equal intervals in the circumferential direction on one plane and are in contact with the upper and lower inclined surfaces 8 and 13 facing each other. Further, when the moving support body 16 is centered on the vertical center line N, the load support body 10 is also placed on the vertical center line N because the inclined surfaces 8 and 13 are at substantially constant intervals. The position is adjusted. In this state, if the fixed bottom body 7 is installed on a horizontal plane, the movable support 16 and the load support 10 are also placed on the horizontal plane, and the load support 10 tilts the seismic isolation object in this neutral position. It can be placed without any problems.
[0016]
When an earthquake occurs, the lower cover body 1 fixed mainly to the floor of the building and the fixed bottom body 7 fixed to the floor vibrate integrally with the floor as the ground rolls. When the fixed bottom body 7 moves from the neutral position shown in FIG. 1 and FIG. 4 (A) centered on the vertical center line N in the lateral direction, for example, to the right in the figure, the movable support body that is on the movable support body. 16 moves to the left by rotating the spherical body 17 counterclockwise as the inclined surface 8 moves in the right direction. As a result, the moving support 16 is fixed to the right-direction moving distance of the fixed bottom body 7. It moves rightward by a distance corresponding to the difference from the leftward movement distance with respect to the bottom body 7 and tilts downward to the right. On the other hand, the load support 10 rides on the moving support 16 and inclines to the right and slides to the right, but receives the force moved to the left by the sphere 17 rotating counterclockwise, It moves to the right by a distance corresponding to the difference between these forces. For this reason, as shown in FIG. 4B, when the fixed bottom body 7 is displaced from the vertical center line N to NR1, the movable support 16 is displaced to NR2 having a stroke smaller than this, and the load support body is moved. 10 further shifts to NR3 of a stroke smaller than this.
[0017]
When the fixed bottom body 7 moves to the left from NR1 to NL1 shown in FIG. 4C, the moving support 16 moves to NL2 having a smaller stroke for the same reason as described above, and the load support 10 is Further, it moves to NL3 having a smaller stroke.
[0018]
That is, the amplitude NR3-NL3 of the load support 10 is significantly smaller than the amplitude NR1-NL1 of the fixed bottom body 7, and the seismic isolation purpose of reducing the transmission of horizontal motion due to the earthquake is achieved.
[0019]
The seismic isolation device according to the present invention is designed to install at least three units on the same horizontal plane and share and support the seismic isolation object, and place the seismic isolation object directly across the cradle 11. Alternatively, a mounting table 20 indicated by a two-dot chain line in FIG. 1 is prepared and placed across the receiving tables 11, and the seismic isolation object is mounted on the mounting table 20.
[0020]
Here, as shown in FIGS. 4 (B) and 4 (C), the load support 10 repeats a right-down slope and a left-down slope during an earthquake, but the slope of the slopes 8 and 13 and the sphere 17 By properly setting the diameter and the diameter of the arrangement circumference, the inclination can be made slight, and even if the vertical motion and inclination are applied simultaneously with the lateral vibration to the seismic isolation object, it will not fall down .
[0021]
In the present embodiment, the receiving pieces 22 and 23 provided with notched spherical receiving holes on the receiving table 11 and the mounting table 20 are positioned opposite to each other on the vertical center line N at the center of the receiving table 11, that is, in the neutral position. A free receiving body 21 is provided which protrudes and is formed by fitting the receiving body 24 into these receiving holes. The universal receiver 21 works so as to keep the mounting table 20 horizontal even when the load support 10 is tilted, and the vertical fine vibration accompanying the slight vertical movement of the central portion from N to NR3 and NL3 in FIG. Is added to the lateral vibration, but the safety of the seismic isolation object can be further improved by not adding the tilt.
[0022]
Although the purpose of seismic isolation can be achieved as described above, in this embodiment, the lateral movement of the load support 10 and the movable support 16 is suppressed even for an earthquake accompanied by a lateral vibration having a very large amplitude. In order to achieve this, center position holding mechanisms 25 and 26 each including a plurality of dampers that are radially arranged by coupling both ends to the outer peripheral edge and the stopper member 5 are provided. The center position holding mechanisms 25 and 26 are omitted from the illustration of the specific configuration, but in addition to the coil springs and leaf springs described in the above-mentioned Japanese Patent Application Laid-Open No. 10-38022, fluid pressure dampers and the like are appropriately used. These dampers are elastically acted so as to hold the load support 10 and the movable support 16 in the neutral position, so that the lateral movement is sufficiently larger than that of the fixed bottom body 7. It becomes possible to make it small, and when the earthquake ends, it is possible to suppress the load support 10 and the movable support 16 from continuing to move due to inertia and immediately hold them at the center position. The center position holding mechanisms 25 and 26 may be provided only on one of them without being provided on both the load support 10 and the moving support 16.
[0023]
In the present embodiment, components other than the cradle 11 are wrapped in the lower cover body 1 and the upper cover body 2, but there is no functional problem even if they are exposed to the outside. However, depending on the type and installation location of the seismic isolation object, it is a good idea to dispose it in the lower cover body 1 and the upper cover body 2 so as not to impair the beauty.
[0024]
Next, when the seismic isolation object or the mounting table 20 and the cradle 11 are intentionally or inadvertently pushed, the load support 10 moves together depending on the weight of the seismic isolation object or the strength of the applied force. Therefore, there is a concern that the inclined surface 13 of the lower surface thereof is inclined by sliding on the sphere 17 at the neutral position, and the posture of the seismic isolation object is unstable.
[0025]
The present invention has an important object to prevent the seismic isolation object from moving due to an external force not derived from an earthquake as described above. For this purpose, the load support 10 is fixedly coupled to the fixed bottom body 7. The lock mechanism 30 is provided.
[0026]
That is, the embodiment of the lock mechanism 30 will be described with reference to FIGS. 1 and 2. The shaft member 32 can be moved up and down in the guide hole 31 provided in the slide base 12 at the center of the load support 10. The shaft member 32 has two upper and lower circumferential grooves 33A and 33B that are substantially adjacent to each other in a downward projecting portion, and has a spherically-engaging locking piece 34 at the lower end thereof that is freely mounted to rotate. An engagement portion 35 is formed of a plurality of leaf springs having one end fixed to the slide base 12 so as to surround the shaft member 32 so that the free end is alternately fitted and engaged with one of the circumferential grooves 33A and 33B. Further, an insertion recess 36 is provided which is positioned at the center of the fixed bottom body 7 and into which a part of the locking piece 34 is inserted.
[0027]
At the center position, as shown in FIGS. 1 and 2A, the load support 10 is inserted by engaging the engaging piece 35 into the upper circumferential groove 33A by inserting the engaging piece 34 into the inserting recess 36. Is fixedly coupled to the fixed bottom body 7 with a shaft member 32 interposed. For this reason, even if a lateral force not derived from an earthquake is applied, the seismic isolation object can be stably maintained at a predetermined position and posture without moving or tilting.
[0028]
When a very weak earthquake occurs, the above state is maintained, but if an earthquake exceeding a certain intensity occurs and the centers of the fixed bottom body 7 and the load support body 10 and the movable support body 16 shift, The stop piece 34 is removed from the fitting recess 36 and the shaft member 32 is pushed up. For this reason, the engaging member 35 is fitted and engaged with the lower circumferential groove 33B to hold the shaft member 32 in the raised position, and the coupling between the fixed bottom body 7 and the load support body 10 is released, and thereafter It does not cause inconveniences such as an obstacle to the seismic isolation action or a problem that the locking piece 34 enters the fitting recess 36 and is damaged every time it vibrates. The state at this time is shown in FIG.
[0029]
When the earthquake is over, the load support 10 and the movable support 16 return to the neutral position by the inclined surfaces 8 and 13 or in addition to the center position holding mechanisms 25 and 26. 11, and the shaft member 32 is pushed down using the operation hole 3, whereby the load support body 10 can be coupled and fixed to the fixed bottom body 7 again.
[0030]
The lock mechanism 30 can be installed by extending a part of either or both of the slide base 12 and the fixed bottom body 7 outward. However, when installed in the central portion as in the present embodiment, there is an advantage that the entire apparatus can be installed without increasing the size.
[0031]
【The invention's effect】
As described above, according to the present invention, in addition to exhibiting an excellent function for partial seismic isolation, the movement when a force not derived from an earthquake is applied is prevented, so that It maintains stable position and posture, and provides excellent safety.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing an embodiment of the present invention.
FIG. 2 is an enlarged partial longitudinal sectional view for explaining the locking mechanism of FIG. 1 and its operation.
3 is a cross-sectional view of the embodiment of FIG.
FIG. 4 is an operation explanatory diagram of the embodiment of FIG. 1;
FIG. 5 is a schematic vertical sectional view showing a conventional example.
[Explanation of symbols]
7 Fixed bottom, 8, 13 Inclined surface, 10 Load support, 11 Receiving base, 12 Sliding base, 16 Moving support, 17 Sphere, 18 Holding frame, 20 Mounting base, 21 Free receiving body, 25, 26 Center position Holding mechanism, 30 lock mechanism

Claims (1)

上面を凹状の傾斜面とした固定底体と、下面に凸状の傾斜面を有し免震目的物を載置する荷重支持体と、複数個の球体を円周上に配置して保持枠に保持させてなる移動支持体とを有し、前記移動支持体が前記球体を上下の向かい合った前記傾斜面に接触させて前記固定底体と荷重支持体との間に装入されている免震装置において、
前記固定底体と荷重支持体のそれぞれの中心が一致した中立位置で前記荷重支持体を前記固定底体に結合固定し、前記中心がずれたとき前記結合が解除されて前記固定底体と荷重支持体とが互いに個別の横方向動きを行なうようにしたロック機を具えた免震装置において、前記ロック機構は前記荷重支持体に設けた案内孔に上下可動に嵌装され下方突出部分に上下二つの周溝を有するとともに下端に係止片を有する軸部材と、前記周溝の一つに係合する係合部片と、前記固定底体に設けた前記係止片を嵌入する嵌入凹部とを具え、前記固定底体と荷重支持体の中心が一致した中立位置で前記係合部片を上方の周溝に係合するとともに前記係止片を前記嵌入凹部に嵌入することにより前記荷重支持体を前記固定底体に結合固定し、前記中心がずれたとき前記係止片が前記嵌入凹部から脱出するとともに前記係合部片が下方の周溝に係合するものとされていることを特徴とする免震装置。
A fixed bottom body having a concave inclined surface on the upper surface, a load support body having a convex inclined surface on the lower surface on which a seismic isolation object is placed, and a plurality of spheres arranged on the circumference to hold the frame A movable support that is held between the fixed bottom body and the load support so that the spherical body contacts the inclined surfaces facing each other vertically. In the seismic device,
The load support is coupled and fixed to the fixed bottom at a neutral position where the centers of the fixed bottom and the load support coincide with each other, and when the center is shifted, the coupling is released and the fixed bottom and the load are fixed. in seismic isolation device with the lock Organization which is adapted and support to perform mutually separate lateral movement, the locking mechanism is fitted vertically movable in the guide hole formed in the load bearing body downward projecting portion A shaft member having two upper and lower circumferential grooves and having a locking piece at the lower end, an engagement piece that engages with one of the circumferential grooves, and an insertion for fitting the locking piece provided on the fixed bottom body By engaging the engaging piece with the upper circumferential groove at a neutral position where the centers of the fixed bottom body and the load support coincide with each other, and inserting the locking piece into the fitting recess. A load support is coupled and fixed to the fixed bottom, and the center is Isolator characterized in that said locking piece when said engaging piece with escape from the fitting recessed portion is intended to engage the circumferential groove of the lower.
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CN116292731B (en) * 2023-02-27 2024-08-09 无锡亘芯悦科技有限公司 Feedforward type active vibration damper and active vibration damping system

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