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JP6650299B2 - Seismic isolation device - Google Patents
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JP6650299B2 - Seismic isolation device - Google Patents

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JP6650299B2
JP6650299B2 JP2016046911A JP2016046911A JP6650299B2 JP 6650299 B2 JP6650299 B2 JP 6650299B2 JP 2016046911 A JP2016046911 A JP 2016046911A JP 2016046911 A JP2016046911 A JP 2016046911A JP 6650299 B2 JP6650299 B2 JP 6650299B2
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movable body
spherical surface
seismic isolation
isolation device
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JP2017161013A (en
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鈴木 清春
清春 鈴木
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Oiles Corp
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Description

本発明は、放送施設(受信点施設から放送の受け渡し点までの施設)や建築物等の上部構造体と、基礎等の下部構造体との間に介装され、地震、交通振動等による下部構造体の振動の上部構造体への伝達を低減する免震装置に関し、特に下部構造体に対する上部構造体の水平方向における移動量を小さく抑えた免震装置に関する。   The present invention is interposed between an upper structure such as a broadcast facility (a facility from a receiving point facility to a broadcast transfer point) or a building and a lower structure such as a foundation, and is provided with a lower structure caused by an earthquake, traffic vibration, or the like. The present invention relates to a seismic isolation device that reduces transmission of vibration of a structure to an upper structure, and more particularly to a seismic isolation device that suppresses a horizontal movement amount of an upper structure with respect to a lower structure.

放送施設に免震装置を設置する場合には、ケーブルの長さによって下部構造体に対する上部構造体の水平方向における移動量が制限される。一般的に免震性能を高めるには、この移動量を大きく設定する必要があるため、免震性能が高く、移動量を抑えた免震装置を構成するのは容易ではない。   When installing a seismic isolation device in a broadcasting facility, the amount of movement of the upper structure relative to the lower structure in the horizontal direction is limited by the length of the cable. Generally, in order to enhance the seismic isolation performance, it is necessary to set a large amount of this movement. Therefore, it is not easy to configure a seismic isolation device having a high seismic isolation performance and a small amount of movement.

そこで、例えば、特許文献1には、上部構造体に固定される上側鋼板と、下部構造体に固定され、上面が凹球面状に形成される下側鋼板と、上側鋼板に固定され、下側鋼板の凹球面上を摺動する柱部材と、上側鋼板、下側鋼板及び柱部材を囲繞する円筒ゴム部材と、円筒ゴム部材によって形成される密閉空間に充填される粘性体とを備える免震装置が開示される。   Therefore, for example, Patent Document 1 discloses an upper steel plate fixed to an upper structure, a lower steel plate fixed to a lower structure and having an upper surface formed in a concave spherical shape, and a lower steel plate fixed to the upper steel plate. A seismic isolation device including a column member sliding on a concave spherical surface of a steel plate, a cylindrical rubber member surrounding the upper steel plate, the lower steel plate, and the column member, and a viscous body filled in a closed space formed by the cylindrical rubber member. An apparatus is disclosed.

上記特許文献1の免震装置においては、地震等により下部構造体に水平振動(変位)が生じた際に、柱部材が摺動することによって下部構造体の振動の上部構造体への伝達を低減することができる。また、この免震装置では、免震装置が支持する荷重に拘わらず、振り子の原理から上部構造体の固有周期を長周期化することができ、併せて、柱部材と、下側鋼板との接触面に生じる摩擦抵抗力、柱部材に対する粘性体の抵抗力、及び円筒ゴム部材の復元力により、下部構造体から上部構造体に伝達される振動エネルギを減衰させることができる。これにより、下部構造体に対する上部構造体の水平方向における移動量を小さく抑えることができる。   In the seismic isolation device of Patent Document 1, when horizontal vibration (displacement) occurs in the lower structure due to an earthquake or the like, the column member slides to transmit the vibration of the lower structure to the upper structure. Can be reduced. In addition, in this seismic isolation device, the natural period of the upper structure can be lengthened by the principle of the pendulum regardless of the load supported by the seismic isolation device. Vibration energy transmitted from the lower structure to the upper structure can be attenuated by the frictional resistance generated on the contact surface, the resistance of the viscous body to the column member, and the restoring force of the cylindrical rubber member. Thereby, the amount of movement of the upper structure in the horizontal direction with respect to the lower structure can be reduced.

特開平11−294529号公報JP-A-11-294529

しかし、上記特許文献1に記載の免震装置において、上記柱部材は上部構造体毎にその断面形状や断面積が異なるため、粘性体によって得られる抵抗力を安定させることが容易ではなかった。また、粘性体による抵抗力を調整するには、柱部材の断面形状や断面積等を調整することになるが、柱部材の断面形状や断面積を変更する場合には、柱部材を交換しなければならず、この作業に相当の労力を要するという問題もあった。   However, in the seismic isolation device described in Patent Literature 1, since the cross-sectional shape and the cross-sectional area of the column member differ for each upper structure, it is not easy to stabilize the resistance force obtained by the viscous body. In order to adjust the resistance force of the viscous body, the cross-sectional shape and cross-sectional area of the column member must be adjusted. However, when changing the cross-sectional shape and cross-sectional area of the column member, the column member must be replaced. There is also a problem that this work requires considerable labor.

そこで、本発明は、上記従来の免震装置における問題点に鑑みてなされたものであって、下部構造体に対する上部構造体の移動量を小さく抑えることが可能で、粘性体から安定した抵抗力を得ることが可能な免震装置を提供することを目的とする。   In view of the above, the present invention has been made in view of the above-described problems of the conventional seismic isolation device, and it is possible to reduce the amount of movement of the upper structure relative to the lower structure, and to achieve a stable resistance force from the viscous material. It is an object of the present invention to provide a seismic isolation device capable of obtaining the following.

上記目的を達成するため、本発明の免震装置は、下部構造体に固定され、上面に凹球面を有し、該凹球面に粘性体を収容した球面板と、該球面板の前記凹球面の表面を摺動するスペーサーと、該スペーサーの上方に位置し、該スペーサーを挟んで前記球面板の前記凹球面との間に隙間を有し、少なくとも前記粘性体が前記隙間に充填された状態で前記スペーサーと共に移動する抵抗板と、上面で上部構造体に固定され、下面が前記抵抗板に移動可能に設置された可動体と、前記球面板に固定され、該球面板の前記凹球面を覆うカバーとを備えることを特徴とする。 To achieve the above object, a seismic isolation device of the present invention includes a spherical plate fixed to a lower structure, having a concave spherical surface on an upper surface, and containing a viscous material in the concave spherical surface, and the concave spherical surface of the spherical plate. A space between the spacer that slides on the surface and the concave spherical surface of the spherical plate with the spacer interposed therebetween, and at least the viscous body is filled in the space. A resistance plate that moves with the spacer, a movable body fixed to the upper structure at the upper surface, and a lower surface fixed to the spherical plate at the lower surface, and the concave spherical surface of the spherical plate fixed to the spherical plate. And a covering cover .

本発明によれば、断面形状や断面積が不確定な柱部材が抵抗力の発生に関与しないため、粘性体によって得られる抵抗力を安定させることができる。また、抵抗板の下面の表面積と、抵抗板と凹球面の表面の間の隙間を変更することで、下部構造体から上部構造体に
伝達される振動エネルギを減衰させるせん断抵抗力を変更することができるため、従来のように柱部材を取り替えるような大掛かりな作業を行う必要がなく、抵抗板やスペーサーを取り替えるだけで済む。さらに、可動体の下面が抵抗板に移動可能に設置されるため、下部構造体が地震等により水平変位し、スペーサーが凹球面の表面を摺動した際の上部構造体の傾きを抑えることができる。また、前記免震装置に、前記球面板に固定され、該球面板の前記凹球面を覆うカバーを設けることで、雨水等が球面板の上方の粘性体の収容空間へ浸入することを防止することができる。
ADVANTAGE OF THE INVENTION According to this invention, since the cross-sectional shape and a cross-sectional area do not participate in generation | occurrence | production of a resistance, the resistance obtained by a viscous body can be stabilized. Further, by changing the surface area of the lower surface of the resistance plate and the gap between the resistance plate and the surface of the concave spherical surface, the shear resistance force for attenuating vibration energy transmitted from the lower structure to the upper structure is changed. Therefore, it is not necessary to perform a large-scale operation of replacing the column member as in the related art, and it is only necessary to replace the resistance plate and the spacer. Furthermore, since the lower surface of the movable body is movably installed on the resistance plate, the lower structure is horizontally displaced by an earthquake or the like, and the inclination of the upper structure when the spacer slides on the surface of the concave spherical surface can be suppressed. it can. Further, the seismic isolation device is provided with a cover fixed to the spherical plate and covering the concave spherical surface of the spherical plate, thereby preventing rainwater or the like from entering the housing space of the viscous body above the spherical plate. be able to.

前記免震装置において、前記抵抗板の上面に固定され、上面に凸球面を有する連結部を設け、前記可動体の下面に、前記連結部の前記凸球面に接触する凹球面を設け、前記連結部の前記凸球面と前記可動体の前記凹球面とが互いに摺動することにより、該可動体が前記抵抗板に回転可能に摺接するように構成することができる。   In the seismic isolation device, a connecting portion fixed to an upper surface of the resistance plate and having a convex spherical surface on an upper surface is provided, and a concave spherical surface that contacts the convex spherical surface of the connecting portion is provided on a lower surface of the movable body. When the convex spherical surface of the portion and the concave spherical surface of the movable body slide with each other, the movable body can be rotatably slidably in contact with the resistance plate.

また、前記免震装置において、前記抵抗板の上面に固定され、上面に凹球面を有する連結部を設け、前記可動体は下面に、前記連結部の前記凹球面に接触する凸球面を設け、前記連結部の前記凹球面と前記可動体の前記凸球面とが互いに摺動することにより、該可動体が前記抵抗板に回転可能に摺接するように構成することもできる。   Further, in the seismic isolation device, a connecting portion fixed to the upper surface of the resistance plate and having a concave spherical surface on the upper surface is provided, and the movable body is provided on the lower surface with a convex spherical surface that contacts the concave spherical surface of the connecting portion, When the concave spherical surface of the connecting portion slides on the convex spherical surface of the movable body, the movable body can be rotatably slidably in contact with the resistance plate.

さらに、前記免震装置において、前記抵抗板の上面と前記可動体の下面との間に弾性体を設け、該弾性体が弾性変形することにより、前記可動体が前記抵抗板に回転可能に連結されるように構成することもできる。   Further, in the seismic isolation device, an elastic body is provided between an upper surface of the resistance plate and a lower surface of the movable body, and the movable body is rotatably connected to the resistance plate by elastically deforming the elastic body. It can also be configured to be performed.

前記免震装置において、前記球面板に固定され、前記可動体が前記抵抗板と共に移動した際に、該可動体が前記球面板の前記凹球面の中心部から所定距離以上離れる方向へ移動することを規制するストッパを設けることができる。これにより、抵抗板の過大な変位を防止することができる。   In the seismic isolation device, when the movable body moves together with the resistance plate, the movable body moves in a direction away from a center of the concave spherical surface of the spherical plate by a predetermined distance or more. Can be provided. Thus, excessive displacement of the resistance plate can be prevented.

さらに、前記免震装置において、前記可動体を円柱状又は矩形柱状に形成し、前記ストッパ又は前記カバーを、前記可動体を収容する上面視円形又は矩形の開口を有すると共に、該開口を形成する縁部に上方に突出する突条を有するように構成することができる。ストッパ又はカバーの縁部に形成した突条により、ストッパ等の上面に位置する雨水が球面板の上方の粘性体の収容空間へ浸入することを防止することができる。   Further, in the seismic isolation device, the movable body is formed in a columnar or rectangular column shape, and the stopper or the cover has a circular or rectangular opening in a top view for accommodating the movable body and forms the opening. It can be configured to have a ridge projecting upward at the edge. The protrusion formed on the edge of the stopper or the cover can prevent rainwater located on the upper surface of the stopper or the like from entering the accommodating space of the viscous body above the spherical plate.

また、前記免震装置に、前記可動体に固定され、前記球面板の前記凹球面を覆う上面視円形又は矩形の外縁部に下方に突出する突条を有した板状のカバーを設けることができ、このカバーの縁部に形成した突条により、このカバーの上面の雨水が下面に回ることを防止することができる。   Further, the seismic isolation device may be provided with a plate-shaped cover fixed to the movable body and having a ridge projecting downward at a circular or rectangular outer edge viewed from above, which covers the concave spherical surface of the spherical plate. The ridges formed at the edge of the cover can prevent rainwater on the upper surface of the cover from flowing to the lower surface.

上記免震装置は、さらに前記抵抗板と前記可動体とが互いに鉛直方向に離間することを防止する離間防止手段を備えるように構成することができる。上部構造体のアスペクト比が高い場合等には、上部構造体が鉛直方向に大きく揺れて浮き上がりが生じ、可動体に引抜力が作用するが、離間防止手段によって抵抗板と可動体の離間を防止しているため、連結部から可動体が脱落したり、抵抗板と可動体との間に介在する弾性体が破損するのを防止することができる。   The seismic isolation device may be configured to further include separation preventing means for preventing the resistance plate and the movable body from being separated from each other in a vertical direction. When the aspect ratio of the upper structure is high, the upper structure swings greatly in the vertical direction and lifts up, and the pulling force acts on the movable body. However, the separation prevention means prevents the separation between the resistance plate and the movable body Therefore, it is possible to prevent the movable body from dropping off from the connecting portion and to prevent the elastic body interposed between the resistance plate and the movable body from being damaged.

以上のように、本発明によれば、下部構造体に対する上部構造体の移動量を小さく抑えることが可能で、粘性体から安定した抵抗力を得ることが可能な免震装置を提供することができる。   As described above, according to the present invention, it is possible to provide a seismic isolation device that can reduce the amount of movement of an upper structure with respect to a lower structure and can obtain a stable resistance from a viscous body. it can.

本発明に係る免震装置の一実施の形態を示し、(a)は上面図、(b)は(a)のA−A線断面図である。1A and 1B show an embodiment of a seismic isolation device according to the present invention, in which FIG. 1A is a top view, and FIG. 図1に示す免震装置の球面板に地震等により水平力が加えられた状態を示す断面図である。FIG. 2 is a cross-sectional view showing a state where horizontal force is applied to a spherical plate of the seismic isolation device shown in FIG. 1 by an earthquake or the like. 図1に示す免震装置の設置例を示し、(a)は透視上面図、(b)は(a)のB−B線断面図である。2A and 2B show an installation example of the seismic isolation device shown in FIG. 1, wherein FIG. 1A is a transparent top view, and FIG. 本発明に係る免震装置の第2の実施形態を示す部分拡大断面図である。It is a partial expanded sectional view showing a 2nd embodiment of a seismic isolation device concerning the present invention. 本発明に係る免震装置の第3の実施形態を示す部分拡大断面図である。It is a partial expanded sectional view showing a 3rd embodiment of a seismic isolation device concerning the present invention. 本発明に係る免震装置の第4の実施形態を示す部分拡大断面図である。It is a partial expanded sectional view showing a 4th embodiment of a seismic isolation device concerning the present invention.

次に、本発明を実施するための形態について、図面を参照しながら詳細に説明する。   Next, embodiments for carrying out the present invention will be described in detail with reference to the drawings.

図1は、本発明に係る免震装置の一実施の形態を示し、この免震装置1は、下面2bが下部構造体に固定されて上面に凹球面2aを有する球面板2と、球面板2の凹球面2aを囲繞するように球面板2に立設される円筒状部材3と、凹球面2aに収容される粘性体5と、下面6dが球面板2の凹球面2aと略々同一の曲率を有するように凸球面状に形成され、上面6cに凸球面状の連結部6aを有する抵抗板6と、抵抗板6の下面6dに固定され、球面板2の凹球面2a上を摺動するスペーサー7と、上面8cが上部構造体に固定されて下面(凹球面)8dが抵抗板6の連結部6aの凸球面6bに接触する可動体8等で構成される。   FIG. 1 shows an embodiment of a seismic isolation device according to the present invention. The seismic isolation device 1 includes a spherical plate 2 having a lower surface 2b fixed to a lower structure and having a concave spherical surface 2a on an upper surface; The cylindrical member 3 erected on the spherical plate 2 so as to surround the two concave spherical surfaces 2a, the viscous body 5 accommodated in the concave spherical surface 2a, and the lower surface 6d are substantially the same as the concave spherical surface 2a of the spherical plate 2 And a resistance plate 6 having a convex spherical connection portion 6a on the upper surface 6c and a lower surface 6d of the resistance plate 6, and sliding on the concave spherical surface 2a of the spherical plate 2. It comprises a moving spacer 7, a movable body 8 and the like, whose upper surface 8c is fixed to the upper structure, and whose lower surface (concave sphere) 8d contacts the convex sphere 6b of the connecting portion 6a of the resistance plate 6.

球面板2は、炭素鋼板、ステンレス鋼板、アルミニウム板等の金属材料によって上面視正方形状に形成され、場合によっては表面にすべり材が被覆される。上面視円形の凹球面2aを囲む円筒状部材3の外側には、球面板2を下部構造体に固定するためのボルトを挿入するための貫通孔2cが4つ形成される。   The spherical plate 2 is formed of a metal material such as a carbon steel plate, a stainless steel plate, and an aluminum plate into a square shape in a top view, and the surface is coated with a sliding material in some cases. Four through holes 2c for inserting bolts for fixing the spherical plate 2 to the lower structure are formed outside the cylindrical member 3 surrounding the concave spherical surface 2a having a circular shape in a top view.

円筒状部材3は、炭素鋼板、ステンレス鋼板、アルミニウム板等によって上面視円形に形成され、粘性体5が凹球面2aから外部に漏れるのを防止すると共に、上部にストッパ10を装着するために設けられる。   The cylindrical member 3 is formed of a carbon steel plate, a stainless steel plate, an aluminum plate, or the like in a circular shape when viewed from above, and is provided to prevent the viscous body 5 from leaking to the outside from the concave spherical surface 2a and to mount a stopper 10 on an upper portion. Can be

粘性体5は、一般的に使用されるシリコン油や、高粘度を有したポリイソブチレン、ポリプロピレン、ポリブテン又はジメチルポリシロキサン等の高分子粘性体又はアスファルトから適宜選択することができる。   The viscous material 5 can be appropriately selected from generally used silicone oil, high-viscosity polymer such as polyisobutylene, polypropylene, polybutene or dimethylpolysiloxane having high viscosity, or asphalt.

抵抗板6は、炭素鋼板、ステンレス鋼板、アルミニウム板等によって上面視円形に形成され、上部に凸球面状(凸球面6b)の連結部6aを備える。この連結部6aは、抵抗板6の上面6cに溶接、ボルト等によって固定される。尚、凸球面状の連結部6aと抵抗板6は無垢材から機械加工することで一体に形成してもよい。   The resistance plate 6 is formed from a carbon steel plate, a stainless steel plate, an aluminum plate, or the like into a circular shape when viewed from the top, and includes a connection portion 6a having a convex spherical shape (a convex spherical surface 6b) at an upper portion. The connecting portion 6a is fixed to the upper surface 6c of the resistance plate 6 by welding, bolts, or the like. The convex spherical connecting portion 6a and the resistance plate 6 may be integrally formed by machining a solid material.

スペーサー7は、炭素鋼板、ステンレス鋼板、アルミニウム板等の金属材料等を用いて、上面視円形のリング状に形成され、抵抗板6の下面6dに溶接、ボルト等によって固定される。このスペーサー7は、球面板2の凹球面2a上を摺動することによって摩擦抵抗力を発生させると共に、抵抗板6と球面板2の凹球面2aとの間に隙間を形成する。尚、スペーサー7は、全体が摺動特性の良好な摺動部材から構成されたものでもよいし、上記金属材料の摺動面に摺動特性の良好な摺動部材を被覆したものを用いてもよい。   The spacer 7 is formed in a circular ring shape as viewed from above using a metal material such as a carbon steel plate, a stainless steel plate, and an aluminum plate, and is fixed to the lower surface 6 d of the resistance plate 6 by welding, bolts, or the like. The spacer 7 generates a frictional resistance by sliding on the concave spherical surface 2 a of the spherical plate 2 and forms a gap between the resistance plate 6 and the concave spherical surface 2 a of the spherical plate 2. The spacer 7 may be composed entirely of a sliding member having good sliding characteristics, or may be formed by covering the sliding surface of the above metal material with a sliding member having good sliding characteristics. Is also good.

可動体8は、全体的に炭素鋼板、ステンレス鋼板、アルミニウム板等によって形成され、上面視正方形状の板状部8aと、上面視円形の円柱状部8bとで構成される。可動体8は、下部に抵抗板6の連結部6aの凸球面6bと接触する凹球面8dを有する。上部構造体の荷重により、円柱状部8bの凹球面8dが抵抗板6の連結部6aの凸球面6bに押し付けられているため、円柱状部8bは抵抗板6の連結部6aに対して回転可能で、抵抗板6の移動に追従する。板状部8aには、この免震装置1を上部構造体に固定する際にボルトを螺合させるねじ孔8eが4つ設けられる。   The movable body 8 is formed entirely of a carbon steel plate, a stainless steel plate, an aluminum plate, or the like, and includes a square plate-like portion 8a as viewed from above and a circular column-shaped portion 8b as viewed from above. The movable body 8 has a concave spherical surface 8d at the lower portion that comes into contact with the convex spherical surface 6b of the connecting portion 6a of the resistance plate 6. Since the concave spherical surface 8d of the cylindrical portion 8b is pressed against the convex spherical surface 6b of the connecting portion 6a of the resistance plate 6 by the load of the upper structure, the cylindrical portion 8b rotates with respect to the connecting portion 6a of the resistance plate 6. It is possible and follows the movement of the resistance plate 6. The plate-shaped portion 8a is provided with four screw holes 8e for screwing bolts when fixing the seismic isolation device 1 to the upper structure.

円筒状部材3の上部には、中央に上面視円形の開口10aを有し、炭素鋼板、ステンレス鋼板、アルミニウム板、ゴム材料又は樹脂からなる上面視円形のストッパ10が溶接、接着剤又はボルトによって固定される。これにより、可動体8や、抵抗板6の水平変位を制限する。また、このストッパ10は、内縁部に環状突条10bを有し、免震装置1を屋外に設置した場合にストッパ10の上面の雨水が球面板2の上方の粘性体5の収容空間へ浸入するのを防止するカバーとしての機能も有する。   The upper part of the cylindrical member 3 has a circular opening 10a at the center in the center, and a stopper 10 having a circular top view made of a carbon steel plate, a stainless steel plate, an aluminum plate, a rubber material or a resin is welded, glued or bolted. Fixed. Thereby, the horizontal displacement of the movable body 8 and the resistance plate 6 is limited. The stopper 10 has an annular ridge 10b at an inner edge thereof, and when the seismic isolation device 1 is installed outdoors, rainwater on the upper surface of the stopper 10 infiltrates the accommodation space of the viscous body 5 above the spherical plate 2. It also has a function as a cover to prevent the operation from being performed.

可動体8の板状部8aの下面8f及び円柱状部8bの上部側面8gには、外縁部11bに環状突条11aを有する円板状のカバー11が、溶接、接着剤又はボルトによって固定される。免震装置1を屋外に設置された放送施設等に装着する場合には、この環状突条11aにより、カバー11の上面の雨水がカバー11の下面に回ることを防止することができるため、球面板2の上方の粘性体5の収容空間への雨水の浸入を防止することができる。   A disk-shaped cover 11 having an annular ridge 11a on an outer edge 11b is fixed to the lower surface 8f of the plate-shaped portion 8a of the movable body 8 and the upper side surface 8g of the columnar portion 8b by welding, adhesive or bolt. You. When the seismic isolation device 1 is installed in a broadcasting facility or the like installed outdoors, the annular ridge 11 a can prevent rainwater on the upper surface of the cover 11 from flowing to the lower surface of the cover 11. It is possible to prevent rainwater from entering the storage space of the viscous body 5 above the face plate 2.

次に、上記構成を有する免震装置1の動作について、図1及び図2を参照しながら詳細に説明する。   Next, the operation of the seismic isolation device 1 having the above configuration will be described in detail with reference to FIGS.

図1(b)に示す通常の状態から、地震等により球面板2が例えば右方向に変位すると、図2に示すように、可動体8、抵抗板6及びスペーサー7が相対的に左方向に変位する。ここで、可動体8は抵抗板6の連結部6aに対して回転可能であるため、上部構造体の傾きを抑えながら抵抗板6と共に移動する。   When the spherical plate 2 is displaced to the right, for example, due to an earthquake or the like from the normal state shown in FIG. 1B, the movable body 8, the resistance plate 6, and the spacer 7 move relatively to the left as shown in FIG. Displace. Here, since the movable body 8 is rotatable with respect to the connecting portion 6a of the resistance plate 6, it moves together with the resistance plate 6 while suppressing the inclination of the upper structure.

上記動作により、免震装置1が支持する上部構造体の荷重に拘わらず、振り子の原理から上部構造体の固有周期を長周期化することができ、併せて、スペーサー7と球面板2の接触面に生じる摩擦抵抗力、並びにスペーサー7及び抵抗板6に対する粘性体5の抵抗力によって下部構造体に加えられた振動エネルギを減衰させることができる。ここまでは、従来の免震装置と略々同様の作用である。   By the above operation, the natural period of the upper structure can be lengthened by the principle of the pendulum regardless of the load of the upper structure supported by the seismic isolation device 1, and the contact between the spacer 7 and the spherical plate 2 can be increased. Vibration energy applied to the lower structure can be attenuated by the frictional resistance generated on the surface and the resistance of the viscous body 5 to the spacer 7 and the resistance plate 6. The operation so far is substantially the same as that of the conventional seismic isolation device.

上記に加え、本実施の形態では、振動エネルギの減衰作用としてさらに、抵抗板6の下面6dと球面板2の凹球面2aとの間に位置する粘性体5によりせん断抵抗力を得ることができるが、このせん断抵抗力は、抵抗板6と球面板2の上面視での重なり合った面積及び抵抗板6の下面6dと球面板2の凹球面2aの間の隙間間隔によって決定されるため、球面板2の凹球面2aに充填される粘性体5は、少なくとも抵抗板6の下面6dに接触するまで、抵抗板6と球面板2の凹球面2aとの間の隙間に充填されている必要がある。また、抵抗板6と球面板2の上面視での重なり合った面積は面積が大きいほど抵抗力は大きくなり、抵抗板6の下面6dと球面板2の凹球面2aの間の隙間間隔は間隔が小さいほど抵抗力は大きくなる。このように粘性体による抵抗力を調整するために、従来のように柱部材を取り替えるなどの大掛かりな作業を行う必要がなく、抵抗板6やスペーサー7を取り替えるだけで済む。また、従来のような柱部材を用いず、断面形状や断面積が不確定な柱部材が抵抗力の発生に関与しないため、粘性体によって得られる抵抗力を安定させることができる。   In addition to the above, in the present embodiment, a shear resistance force can be further obtained by the viscous body 5 located between the lower surface 6d of the resistance plate 6 and the concave spherical surface 2a of the spherical plate 2 as a damping action of vibration energy. However, since this shear resistance is determined by the overlapping area of the resistance plate 6 and the spherical plate 2 when viewed from above and the gap between the lower surface 6 d of the resistance plate 6 and the concave spherical surface 2 a of the spherical plate 2, The viscous body 5 filled in the concave spherical surface 2a of the face plate 2 needs to be filled in the gap between the resistive plate 6 and the concave spherical surface 2a of the spherical plate 2 at least until it contacts the lower surface 6d of the resistance plate 6. is there. The overlapping area of the resistance plate 6 and the spherical plate 2 when viewed from above is larger, the larger the area is, the larger the resistance is, and the gap between the lower surface 6d of the resistance plate 6 and the concave spherical surface 2a of the spherical plate 2 is The smaller the resistance, the greater the resistance. In order to adjust the resistance force of the viscous body in this way, it is not necessary to perform a large-scale operation such as replacing a column member as in the related art, and it is only necessary to replace the resistance plate 6 and the spacer 7. In addition, since a column member having an indeterminate cross-sectional shape or area is not involved in generating a resistance without using a column member as in the related art, the resistance obtained by the viscous body can be stabilized.

一方、図2の状態では、図示を省略するが、実際には、球面板2の凹球面2a上の粘性体5が抵抗板6の移動に伴って左側に偏る(盛り上がる)。上記ストッパ10は、この左側に偏った粘性体5を球面板2の中央部に戻すための返しとしても機能する。   On the other hand, in the state of FIG. 2, although not shown, the viscous body 5 on the concave spherical surface 2 a of the spherical plate 2 is actually shifted to the left (raised) with the movement of the resistance plate 6. The stopper 10 also functions as a return for returning the viscous body 5 biased to the left to the center of the spherical plate 2.

図3は、上記構成を有する免震装置1の設置例を示し、本実施の形態では、免震装置1を上部構造体21の四隅に各々設置した。   FIG. 3 shows an example of installation of the seismic isolation device 1 having the above configuration. In the present embodiment, the seismic isolation device 1 is installed at each of the four corners of the upper structure 21.

下部構造体22と球面板2の固定は、球面板2の貫通孔2cにボルト23を挿入し、下部構造体22に形成されたねじ孔に螺合させることで行う。可動体8と上部構造体21の固定は、上下にフランジ部24a、24bを有する溝型鋼24を介して行われ、溝型鋼24の上フランジ部24aを上部構造体21に固定した後、溝型鋼24の下フランジ部24bに穿設された貫通孔にボルト25を挿入し、可動体8のねじ孔8e(図1(a)参照)と螺合させることで完了する。   The lower structure 22 and the spherical plate 2 are fixed by inserting a bolt 23 into the through hole 2 c of the spherical plate 2 and screwing the bolt 23 into a screw hole formed in the lower structure 22. The movable body 8 is fixed to the upper structure 21 via a channel steel 24 having upper and lower flange portions 24a and 24b. After the upper flange portion 24a of the channel steel 24 is fixed to the upper structure 21, the movable member 8 is fixed to the upper structure 21. The bolt 25 is inserted into a through hole formed in the lower flange portion 24b of the movable member 24, and screwed into a screw hole 8e of the movable body 8 (see FIG. 1A).

図4は、本発明に係る免震装置の第2の実施形態を示し、この免震装置31は、図1に示す免震装置1の可動体8及び抵抗板6に代えて可動体32(図1に示した可動体8の円柱状部8bに相当する部分のみを示す)及び抵抗板33を有し、さらにこれらを連結するリング状部材34を有する。尚、免震装置1と同一の構成要素については、同一の参照番号を付して説明を省略する。   FIG. 4 shows a second embodiment of the seismic isolation device according to the present invention. The seismic isolation device 31 is different from the movable body 8 and the resistance plate 6 of the seismic isolation device 1 shown in FIG. Only a portion corresponding to the columnar portion 8b of the movable body 8 shown in FIG. 1 is shown), a resistance plate 33, and a ring-shaped member 34 connecting these. In addition, about the same component as the seismic isolation device 1, the same reference number is attached and the description is omitted.

可動体32は、抵抗板33の連結部33aよりも大径に形成されると共に、下面に連結部33aの上面33bに接触する凹球面32aを有する。また、可動体32及び連結部33aには、水平方向に一周にわたって溝32b、33cが各々形成されている。   The movable body 32 is formed to have a larger diameter than the connecting portion 33a of the resistance plate 33, and has a concave spherical surface 32a on the lower surface that contacts the upper surface 33b of the connecting portion 33a. Grooves 32b and 33c are formed in the movable body 32 and the connecting portion 33a, respectively, over one circumference in the horizontal direction.

リング状部材34は、上部に可動体32の溝32bに挿入される第1環状突条34aを有し、下部に連結部33aの溝33cに挿入される第2環状突条34bを有し、可動体32にボルト35によって固定される。尚、リング状部材34は、上面視で複数に分割されて可動体32に固定される。   The ring-shaped member 34 has a first annular ridge 34a inserted into the groove 32b of the movable body 32 at the upper part, and a second annular ridge 34b inserted into the groove 33c of the connecting part 33a at the lower part, It is fixed to the movable body 32 by bolts 35. The ring-shaped member 34 is divided into a plurality of parts when viewed from above, and is fixed to the movable body 32.

上記構成により、地震等の際には、図1及び図2に示す免震装置1と同様に、可動体32、抵抗板33及びスペーサー7が球面板2に対して変位し、可動体32が抵抗板33に対して回転可能な状態を維持し、上部構造体の傾きを抑えながら抵抗板33と共に移動し、上部構造体の固有周期を長周期化し、下部構造体に加えられた振動エネルギを減衰させることができる。   With the above configuration, in the event of an earthquake or the like, similarly to the seismic isolation device 1 shown in FIGS. 1 and 2, the movable body 32, the resistance plate 33, and the spacer 7 are displaced with respect to the spherical plate 2, and the movable body 32 While maintaining the rotatable state with respect to the resistance plate 33, it moves together with the resistance plate 33 while suppressing the inclination of the upper structure, lengthens the natural period of the upper structure, and reduces the vibration energy applied to the lower structure. Can be attenuated.

これに加え、上部構造体のアスペクト比が高い場合等には、上部構造体が鉛直方向に大きく揺れて浮き上がりが生じ、可動体32に引抜力が作用するが、リング状部材34の第2環状突条34bの上面が抵抗板33の連結部33aの溝33cの天井面に当接するため、可動体32が抵抗板33の連結部33aから脱落することを防止することができる。   In addition, when the aspect ratio of the upper structure is high or the like, the upper structure swings greatly in the vertical direction to lift up, and a pulling force acts on the movable body 32. Since the upper surface of the ridge 34b abuts on the ceiling surface of the groove 33c of the connecting portion 33a of the resistance plate 33, the movable body 32 can be prevented from falling off from the connecting portion 33a of the resistance plate 33.

図5は、本発明に係る免震装置の第3の実施形態を示し、この免震装置41は、図4に示す免震装置31の可動体32、抵抗板33及びリング状部材34に代えて、可動体42、抵抗板43及びリング状部材44を有する。尚、免震装置1、31と同一の構成要素については、同一の参照番号を付して説明を省略する。   FIG. 5 shows a third embodiment of the seismic isolation device according to the present invention. The seismic isolation device 41 is different from the seismic isolation device 31 shown in FIG. And a movable body 42, a resistance plate 43, and a ring-shaped member 44. Note that the same components as those of the seismic isolation devices 1 and 31 are denoted by the same reference numerals and description thereof is omitted.

可動体42は、抵抗板43の連結部43aよりも小径に形成されると共に、下面に連結部43aの上面43bに接触する凹球面42aを有する。また、可動体42及び連結部43aには、水平方向に一周にわたって溝42b、43cが各々形成されている。   The movable body 42 is formed to have a smaller diameter than the connecting portion 43a of the resistance plate 43, and has a concave spherical surface 42a on the lower surface that contacts the upper surface 43b of the connecting portion 43a. Grooves 42b and 43c are formed in the movable body 42 and the connecting portion 43a, respectively, over the entire circumference in the horizontal direction.

リング状部材44は、上部に可動体42の溝42bに挿入される第1環状突条44aを有し、下部に連結部43aの溝43cに挿入される第2環状突条44bを有し、連結部43aにボルト45によって固定される。尚、リング状部材44は、上面視で複数に分割されて可動体42に固定される。   The ring-shaped member 44 has a first annular ridge 44a inserted into the groove 42b of the movable body 42 at the upper part, and a second annular ridge 44b inserted into the groove 43c of the connecting part 43a at the lower part, It is fixed to the connecting portion 43a by a bolt 45. The ring-shaped member 44 is divided into a plurality of parts when viewed from above, and is fixed to the movable body 42.

上記構成により、図4に示す免震装置31と同様に、可動体42、抵抗板43及びスペーサー7が球面板2に対して変位し、その際、可動体42が抵抗板43に対して回転可能な状態を維持すると共に、リング状部材44の第1環状突条44aの下面が可動体42の溝42bの底面に当接するため、可動体42の脱落を防止することができる。   With the above configuration, similarly to the seismic isolation device 31 shown in FIG. 4, the movable body 42, the resistance plate 43, and the spacer 7 are displaced with respect to the spherical plate 2. While maintaining the possible state, the lower surface of the first annular ridge 44a of the ring-shaped member 44 abuts the bottom surface of the groove 42b of the movable body 42, so that the movable body 42 can be prevented from falling off.

尚、上記実施の形態においては、抵抗板6の連結部6aに凸球面6bを、可動体8に凸球面6bに接触する凹球面8dを設け、抵抗板6と可動体8を回転可能に連結したが、これらの凹凸関係を逆転させても両者を同様に回転可能に連結することができる。   In the above-described embodiment, the connecting portion 6a of the resistance plate 6 is provided with a convex spherical surface 6b, and the movable member 8 is provided with a concave spherical surface 8d in contact with the convex spherical surface 6b, so that the resistance plate 6 and the movable member 8 are rotatably connected. However, even if these concavo-convex relations are reversed, both can be similarly rotatably connected.

また、スペーサー7を上面視リング状に形成する場合について説明したが、これに限らず、円柱、四角柱、多角柱、四角筒又は多角筒状に形成することができ、抵抗板6の中央に幅広なスペーサーを1つ設けたり、幅狭なものであれば少なくとも3つ設けることで、いずれの場合でも、上記スペーサー7と同様の機能を発揮することができる。   Further, the case where the spacer 7 is formed in a ring shape as viewed from above has been described. However, the present invention is not limited to this, and the spacer 7 can be formed in a circular column, a quadrangular column, a polygonal column, a quadrangular cylinder, or a polygonal cylinder. By providing one wide spacer or providing at least three spacers if they are narrow, the same function as the spacer 7 can be exerted in any case.

さらに、カバー11を円板状に形成する場合について説明したが、これに限らず、水平方向に伸縮する蛇腹状に形成してもよい。また、カバー11の下面に設けた環状突条11aに代えて、カバー11の側面に暖簾状のゴム部材を設けてもよい。   Furthermore, although the case where the cover 11 is formed in a disk shape has been described, the present invention is not limited to this, and the cover 11 may be formed in a bellows shape that expands and contracts in the horizontal direction. Further, instead of the annular ridge 11 a provided on the lower surface of the cover 11, a goodwill-like rubber member may be provided on the side surface of the cover 11.

また、可動体8を円柱状に形成し(円柱状部8b)、ストッパ10の開口10aを上面視円形に形成すると共に、カバー11を上面視円形に形成する場合について説明したが、可動体8を矩形柱状に形成し、ストッパ10の開口10aを上面視矩形に形成すると共に、カバー11を上面視矩形に形成することもできる。さらに、ストッパ10の開口10aを上面視長方形とすることで、水平方向に直交する2方向における移動可能量を異ならせることもできる。   Also, a case has been described where the movable body 8 is formed in a cylindrical shape (cylindrical portion 8b), the opening 10a of the stopper 10 is formed in a circular shape in a top view, and the cover 11 is formed in a circular shape in a top view. May be formed in a rectangular column shape, the opening 10a of the stopper 10 may be formed in a rectangular shape in a top view, and the cover 11 may be formed in a rectangular shape in a top view. Furthermore, by making the opening 10a of the stopper 10 a rectangular shape in a top view, the movable amount in two directions orthogonal to the horizontal direction can be made different.

さらに、ストッパ10がカバーとしても機能すると説明したが、ストッパ10を設けなくても抵抗板6の変位が安定する場合等には、ストッパ10に代えて、ストッパ10よりも強度を抑えた同形状のカバーを設置することもできる。   Further, it has been described that the stopper 10 also functions as a cover. However, in a case where the displacement of the resistance plate 6 is stabilized without providing the stopper 10, for example, the stopper 10 is replaced with the same shape having a lower strength than the stopper 10. A cover can be installed.

図6は、本発明に係る免震装置の第4の実施形態を示し、この免震装置51は、図1等に示す免震装置1の可動体8及び抵抗板6に代えて、可動体52、抵抗板53及び弾性体54を有する。尚、免震装置1と同一の構成要素については、同一の参照番号を付して説明を省略する。   FIG. 6 shows a fourth embodiment of a seismic isolation device according to the present invention. The seismic isolation device 51 is different from the seismic isolation device 1 shown in FIG. 52, a resistance plate 53 and an elastic body 54. In addition, about the same component as the seismic isolation device 1, the same reference number is attached and the description is omitted.

可動体52は、図1等に示した可動体8と同様に、全体的に炭素鋼板、ステンレス鋼板、アルミニウム板等によって形成され、上面視正方形状の板状部52aと、上面視円形の円柱状部52bとで構成され、図示を省略するが、板状部52aには、この免震装置51を上部構造体に固定する際にボルトを螺合させるねじ孔が穿設される。この可動体52が可動体8と異なるのは、可動体8のような凹球面8dを備えず、円柱状部52bの下面52dが、板状部52aの上面52cと平行な平面状に形成されていることである。   The movable body 52 is entirely formed of a carbon steel plate, a stainless steel plate, an aluminum plate, or the like, similarly to the movable body 8 shown in FIG. 1 and the like, and has a plate-like portion 52a having a square shape in a top view and a circular circle in a top view. Although not shown, the plate-shaped portion 52a is provided with a screw hole for screwing a bolt when fixing the seismic isolation device 51 to the upper structure. This movable body 52 is different from the movable body 8 in that it does not include the concave spherical surface 8d like the movable body 8, and the lower surface 52d of the columnar portion 52b is formed in a plane parallel to the upper surface 52c of the plate portion 52a. That is.

一方、抵抗板53は、図1等に示した抵抗板6と同様に、炭素鋼板、ステンレス鋼板、アルミニウム板等によって上面視円形に形成されるが、抵抗板6のように連結部6aを有しておらず、上面53aが全体的に平面状に形成される。   On the other hand, the resistance plate 53 is formed of a carbon steel plate, a stainless steel plate, an aluminum plate, or the like in a circular shape in a top view similarly to the resistance plate 6 shown in FIG. 1 and the like, but has a connecting portion 6a like the resistance plate 6. The upper surface 53a is entirely formed in a planar shape.

可動体52と抵抗板53との間にはゴム等の弾性体54が設けられ、弾性体54の上面54aが可動体52の円柱状部52bの下面52dに加硫接着等によって接着され、弾性体54の下面54bが抵抗板53の上面53aに加硫接着等によって接着される。   An elastic body 54 such as rubber is provided between the movable body 52 and the resistance plate 53, and the upper surface 54a of the elastic body 54 is bonded to the lower surface 52d of the columnar portion 52b of the movable body 52 by vulcanization bonding or the like. The lower surface 54b of the body 54 is bonded to the upper surface 53a of the resistance plate 53 by vulcanization bonding or the like.

上記構成を有する免震装置51によれば、可動体52が弾性体54を介して抵抗板53に対して回転可能に連結されるため、可動体52が左右に移動した際に弾性体54が抵抗板53の回転を吸収し、安定した状態でスペーサー7が球面板2の凹球面2a上を摺動する。これによって、摩擦抵抗力を得ると共に、スペーサー7及び抵抗板53に対する粘性体5の抵抗力によって下部構造体に加えられた振動エネルギを減衰させることができる。   According to the seismic isolation device 51 having the above configuration, since the movable body 52 is rotatably connected to the resistance plate 53 via the elastic body 54, when the movable body 52 moves left and right, the elastic body 54 The rotation of the resistance plate 53 is absorbed, and the spacer 7 slides on the concave spherical surface 2a of the spherical plate 2 in a stable state. As a result, it is possible to obtain the frictional resistance and to attenuate the vibration energy applied to the lower structure by the resistance of the viscous body 5 to the spacer 7 and the resistance plate 53.

図示を省略するが、この免震装置51についても、可動体52と抵抗板53との間に、図4及び図5に示したリング状部材34、44等の離間防止手段を設け、上部構造体が鉛直方向に大きく揺れて浮き上がりが生じ、可動体52に引抜力が作用した場合でも、可動体52と抵抗板53とが互いに鉛直方向に離間することを防止し、弾性体54が破損するのを防止することができる。   Although not shown, the seismic isolation device 51 is also provided with separation preventing means such as the ring-shaped members 34 and 44 shown in FIGS. Even when the body swings greatly in the vertical direction and lifts up, and the pulling force acts on the movable body 52, the movable body 52 and the resistance plate 53 are prevented from separating from each other in the vertical direction, and the elastic body 54 is damaged. Can be prevented.

1 免震装置
2 球面板
2a 凹球面
2b 下面
2c 貫通孔
3 円筒状部材
5 粘性体
6 抵抗板
6a 連結部
6b 凸球面
6c 上面
6d 下面
7 スペーサー
8 可動体
8a 板状部
8b 円柱状部
8c 上面
8d 凹球面(下面)
8e ねじ孔
8f 下面
8g 上部側面
10 ストッパ
10a 開口
10b 環状突条
11 カバー
11a 環状突条
11b 外縁部
21 上部構造体
22 下部構造体
23 ボルト
24 溝型鋼
24a 上フランジ部
24b 下フランジ部
25 ボルト
31 免震装置
32 可動体
32a 凹球面
32b 溝
33 抵抗板
33a 連結部
33b 上面
33c 溝
34 リング状部材
34a 第1環状突条
34b 第2環状突条
35 ボルト
41 免震装置
42 可動体
42a 凹球面
42b 溝
43 抵抗板
43a 連結部
43b 上面
43c 溝
44 リング状部材
44a 第1環状突条
44b 第2環状突条
45 ボルト
51 免震装置
52 可動体
52a 板状部
52b 円柱状部
52c 上面
52d 下面
53 抵抗板
54 弾性体
DESCRIPTION OF SYMBOLS 1 Seismic isolation device 2 Spherical plate 2a Concave spherical surface 2b Lower surface 2c Through hole 3 Cylindrical member 5 Viscous body 6 Resistance plate 6a Connecting portion 6b Convex spherical surface 6c Upper surface 6d Lower surface 7 Spacer 8 Movable body 8a Plate portion 8b Cylindrical portion 8c 8d concave spherical surface (lower surface)
8e Screw hole 8f Lower surface 8g Upper side surface 10 Stopper 10a Opening 10b Annular ridge 11 Cover 11a Annular ridge 11b Outer edge 21 Upper structure 22 Lower structure 23 Bolt 24 Channel steel 24a Upper flange 24b Lower flange 25 Bolt 31 Seismic device 32 Movable body 32a Concave spherical surface 32b Groove 33 Resistance plate 33a Connecting portion 33b Upper surface 33c Groove 34 Ring-shaped member 34a First annular ridge 34b Second annular ridge 35 Bolt 41 Seismic isolation device 42 Movable body 42a Concave spherical surface 42b Groove 43 resistance plate 43a connecting portion 43b upper surface 43c groove 44 ring-shaped member 44a first annular ridge 44b second annular ridge 45 bolt 51 seismic isolation device 52 movable body 52a plate-shaped portion 52b columnar portion 52c upper surface 52d lower surface 53 resistance plate 54 Elastic body

Claims (8)

下部構造体に固定され、上面に凹球面を有し、該凹球面に粘性体を収容した球面板と、
該球面板の前記凹球面の表面を摺動するスペーサーと、
該スペーサーの上方に位置し、該スペーサーを挟んで前記球面板の前記凹球面との間に隙間を有し、少なくとも前記粘性体が前記隙間に充填された状態で前記スペーサーと共に移動する抵抗板と、
上面で上部構造体に固定され、下面が前記抵抗板に移動可能に設置された可動体と
前記球面板に固定され、該球面板の前記凹球面を覆うカバーとを備えていることを特徴とする免震装置。
A spherical plate fixed to the lower structure, having a concave spherical surface on the upper surface, and containing a viscous material in the concave spherical surface;
A spacer sliding on the surface of the concave spherical surface of the spherical plate,
A resistor plate located above the spacer, having a gap between the spacer and the concave spherical surface of the spherical plate, and moving with the spacer at least in a state where the viscous body is filled in the gap; ,
A movable body fixed to the upper structure at the upper surface, and a lower surface movably installed on the resistance plate ;
A cover fixed to the spherical plate and covering the concave spherical surface of the spherical plate .
前記抵抗板の上面に固定され、上面に凸球面を有する連結部を備え、
前記可動体は下面に、前記連結部の前記凸球面に接触する凹球面を有し、
前記連結部の前記凸球面と前記可動体の前記凹球面とが互いに摺動することにより、該可動体が前記連結部を介して前記抵抗板に回転可能に摺接していることを特徴とする請求項1に記載の免震装置。
A connection portion fixed to the upper surface of the resistance plate and having a convex spherical surface on the upper surface,
The movable body has a concave spherical surface on the lower surface, which is in contact with the convex spherical surface of the connecting portion,
When the convex spherical surface of the connecting portion and the concave spherical surface of the movable body slide with each other, the movable body is rotatably slidably in contact with the resistance plate via the connecting portion. The seismic isolation device according to claim 1.
前記抵抗板の上面に固定され、上面に凹球面を有する連結部を備え、
前記可動体は下面に、前記連結部の前記凹球面に接触する凸球面を有し、
前記連結部の前記凹球面と前記可動体の前記凸球面とが互いに摺動することにより、該可動体が前記連結部を介して前記抵抗板に回転可能に摺接していることを特徴とする請求項1に記載の免震装置。
A connection portion fixed to the upper surface of the resistance plate and having a concave spherical surface on the upper surface,
The movable body has, on the lower surface, a convex spherical surface that contacts the concave spherical surface of the connecting portion,
When the concave spherical surface of the connecting portion and the convex spherical surface of the movable body slide with each other, the movable body is rotatably slidably in contact with the resistance plate via the connecting portion. The seismic isolation device according to claim 1.
前記抵抗板の上面と前記可動体の下面との間に弾性体を備え、
該弾性体が弾性変形することにより、前記可動体が前記抵抗板に回転可能に連結されていることを特徴とする請求項1に記載の免震装置。
An elastic body is provided between an upper surface of the resistance plate and a lower surface of the movable body,
The seismic isolation device according to claim 1, wherein the movable body is rotatably connected to the resistance plate by elastically deforming the elastic body.
前記球面板に固定され、前記可動体が前記抵抗板と共に移動した際に、該可動体が前記球面板の前記凹球面の中心部から所定距離以上離れる方向へ移動することを規制するストッパを備えていることを特徴とする請求項1乃至4のいずれかに記載の免震装置。   When the movable body moves together with the resistance plate, the movable body is provided with a stopper that is fixed to the spherical plate and restricts the movable body from moving in a direction away from a center of the concave spherical surface of the spherical plate by a predetermined distance or more. The seismic isolation device according to any one of claims 1 to 4, wherein: 前記可動体は、円柱状又は矩形柱状に形成され、
前記ストッパ又は前記カバーは、前記可動体を収容する上面視円形又は矩形の開口を有すると共に、該開口を形成する縁部に上方に突出する突条を有していることを特徴とする請求項5に記載の免震装置。
The movable body is formed in a column shape or a rectangular column shape,
The stopper or the cover has a circular or rectangular opening in a top view for accommodating the movable body, and has a ridge protruding upward at an edge forming the opening. 5. The seismic isolation device according to 5 .
前記可動体に固定され、前記球面板の前記凹球面を覆う上面視円形又は矩形の外縁部に下方に突出する突条を有した板状のカバーを備えていることを特徴とする請求項1乃至のいずれかに記載の免震装置。 2. A plate-shaped cover fixed to the movable body and having a projection projecting downward from a circular or rectangular outer edge viewed from above, which covers the concave spherical surface of the spherical plate. 3. 7. The seismic isolation device according to any one of claims 6 to 6 . 前記抵抗板と前記可動体とが互いに鉛直方向に離間することを防止する離間防止手段を備えていることを特徴とする請求項1乃至のいずれかに記載の免震装置。 The seismic isolation device according to any one of claims 1 to 7 , further comprising separation prevention means for preventing the resistance plate and the movable body from being separated from each other in a vertical direction.
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