JP3095272B2 - Seismic isolation floor members - Google Patents

Seismic isolation floor members

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Publication number
JP3095272B2
JP3095272B2 JP03321065A JP32106591A JP3095272B2 JP 3095272 B2 JP3095272 B2 JP 3095272B2 JP 03321065 A JP03321065 A JP 03321065A JP 32106591 A JP32106591 A JP 32106591A JP 3095272 B2 JP3095272 B2 JP 3095272B2
Authority
JP
Japan
Prior art keywords
coupling
concave portion
buffer space
coupling shaft
floor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP03321065A
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Japanese (ja)
Other versions
JPH05133085A (en
Inventor
功生 林
Original Assignee
功生 林
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Filing date
Publication date
Application filed by 功生 林 filed Critical 功生 林
Priority to JP03321065A priority Critical patent/JP3095272B2/en
Publication of JPH05133085A publication Critical patent/JPH05133085A/en
Application granted granted Critical
Publication of JP3095272B2 publication Critical patent/JP3095272B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Floor Finish (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、多数のそれを床下地上
に連設配置し、その後又は予めこの上に種々の化粧材を
配設して床を構成する床部材の一種であって、地震その
他の振動乃至揺動を減衰させることができる免震床部材
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a type of floor member which comprises a plurality of floors which are successively arranged on a floor base, and thereafter or in advance, various decorative materials are arranged thereon to form a floor. The present invention relates to a seismic isolation floor member capable of attenuating an earthquake or other vibration or swing.

【0002】[0002]

【従来の技術】従来免震手段としては、床を構成する部
材の下部に脚を構成し、これらの脚の下端にゴム類を取
付けた構成が最も基本的である。その他には、床を構成
する部材と下地側との間にボールを配置して下地側の振
動をボールで遮断するとか、床を構成する部材と下地側
とを平滑な面で接合させて、同様に上下を振動に関して
遮断し、更に床を構成する部材をコイルバネ等で四方か
ら引っ張って、移動した床を構成する部材を原位置に復
帰し得るようにした構成等が知られている。
2. Description of the Related Art Conventionally, the most basic seismic isolation means has a structure in which legs are formed below members constituting a floor, and rubbers are attached to lower ends of these legs. In addition, a ball may be arranged between the member constituting the floor and the ground side to block the vibration of the ground side with the ball, or the member constituting the floor and the ground side may be joined with a smooth surface, Similarly, there has been known a configuration in which the upper and lower portions are shut off with respect to vibration, and members constituting the floor are pulled from all sides by coil springs or the like so that the members constituting the moved floor can return to their original positions.

【0003】[0003]

【発明が解決しようとする課題】従来最も基本的な免震
手段は、前記のように、単純に板材を支持する脚の下端
にゴム類を取付けたに過ぎないので、これによる床は構
成上満足な免震効果を得ることができるものではない。
後者の免震手段は個々の床部材に関するものではなく、
建築物全体に付いて一括して考えられたものである。本
発明は、上面に化粧材を敷設し又は貼付して建築物の床
を構成する床部材であって、特に水平方向の振動乃至揺
動について高度な免震作用を有する免震床部材を提供す
ることを目的とする。
Conventionally, the most basic seismic isolation means merely attaches rubbers to the lower ends of the legs for supporting the plate material, as described above. It does not provide a satisfactory seismic isolation effect.
The latter does not relate to individual floor members,
It was considered for the whole building at once. The present invention provides a floor member having a high level of seismic isolation, particularly for horizontal vibration or swing, which is a floor member constituting a floor of a building by laying or affixing a decorative material on the upper surface. The purpose is to do.

【0004】[0004]

【課題を解決するための手段】本発明の構成の要旨とす
るところは、ベース部材の中央に、平面から見て円形の
凹部を構成し、上記凹部に径の異なる複数の同心円状の
波状部で構成されたフレキシブルな円形カバー体を被覆
し、上記円形カバー体と凹部との間に構成される緩衝空
間中に液体を充填し、他方前記ベース部材の凹部の周囲
上部に構成された載置面に基板部材をスライド自在に載
置し、かつ前記ベース部材の前記凹部の中央部付近と、
結合軸の下端とを、一定範囲で相互に水平方向に移動自
在であるように、結合し、上記結合軸の途中を水密性を
保持しつつ前記円形カバー体の中央部を貫通させ、更に
前記基板部材の下部と前記結合軸の上端とを、一定範囲
で水平方向に移動自在であるように、結合した免震床部
材である。
The gist of the present invention resides in that a concave portion having a circular shape as viewed from above is formed in the center of a base member, and a plurality of concentric corrugated portions having different diameters are formed in the concave portion. And a liquid filled in a buffer space formed between the circular cover body and the concave portion, and a mounting member formed on the upper periphery of the concave portion of the base member. A substrate member is slidably mounted on a surface, and near the center of the concave portion of the base member,
The lower end of the coupling shaft is coupled to each other so as to be movable in the horizontal direction within a certain range, and the middle of the circular cover body is penetrated while maintaining watertightness in the middle of the coupling shaft. A seismic isolation floor member in which a lower portion of the substrate member and an upper end of the connection shaft are connected so as to be movable in a horizontal direction within a certain range.

【0005】前記凹部の中央部付近と前記結合軸の下端
との結合は、同一の機能を有する具体的構成には様々な
ものがあり得るが、例えば、前記結合軸の下端に結合円
板を取付け、他方前記凹部の底部中央に小凹部を構成
し、上記小凹部にはその底部との間に補助緩衝空間を構
成すべく結合蓋板を固設し、かつ上記結合蓋板の中央部
に、これに貫通させる前記結合軸が径方向に一定範囲で
移動自在なように、円形の貫通孔を穿設し、更に前記結
合軸の下端を、上記貫通孔から上記補助緩衝空間中に装
入し、前記結合円板を上記補助緩衝空間中に水平方向移
動自在に位置させることにより、構成するのが適当であ
る。前記貫通孔は、少なくとも、前記補助緩衝空間中を
上記結合円板が相対的に水平方向に移動し、その周端が
上記補助緩衝空間の周側、即ち、前記小凹部の内周に当
接するまで、前記結合軸の周側が、その内周に当接しな
いだけの径とするのが適当である。これはまた前記円形
カバー体の偏心変形の限界とほぼ一致させるのが適当で
ある。
The connection between the vicinity of the center of the concave portion and the lower end of the connecting shaft may have various concrete configurations having the same function. For example, a connecting disk may be provided at the lower end of the connecting shaft. On the other hand, a small concave portion is formed at the center of the bottom of the concave portion, and a coupling lid plate is fixed to the small concave portion so as to form an auxiliary buffer space between the small concave portion and the bottom portion. A circular through-hole is formed so that the coupling shaft penetrating therethrough is movable in a predetermined range in the radial direction, and the lower end of the coupling shaft is further inserted from the through-hole into the auxiliary buffer space. It is appropriate that the coupling disk is configured to be freely movable in the horizontal direction in the auxiliary buffer space. In the through hole, at least, the coupling disk relatively horizontally moves in the auxiliary buffer space, and a peripheral end thereof abuts on a peripheral side of the auxiliary buffer space, that is, an inner periphery of the small recess. Until then, it is appropriate that the diameter of the connecting shaft is such that the circumferential side of the connecting shaft does not contact the inner circumference. It is also appropriate that this substantially coincides with the limit of the eccentric deformation of the circular cover body.

【0006】また前記基板部材の下部と前記結合軸の上
端との結合も同一の機能を有する具体的構成には様々な
ものがあり得るが、例えば、前記結合軸の上端に結合円
板を取付け、他方前記基板部材の下面中央には底板を有
するリング部材を取付け、上記底板の中央部に、これに
貫通させる前記結合軸が径方向に一定範囲で移動自在な
ように、円形の貫通孔を穿設し、前記結合軸の上端を上
記貫通孔から上記リング部材と基板部材の下部との間に
構成された補助緩衝空間中に装入し、その上端の結合円
板を上記補助緩衝空間中に水平方向移動自在に位置させ
ることにより、構成するのが適当である。前記貫通孔も
また、既述の下方の補助緩衝空間に関する場合と同様
に、少なくとも、前記補助緩衝空間中を上記結合円板が
相対的に水平方向に移動し、その周端が上記補助緩衝空
間の周側、即ち、前記リング部材の内周に当接するま
で、前記結合軸の周側が、その内周に当接しないだけの
径とするのが適当である。
There may be various concrete configurations having the same function for coupling the lower part of the substrate member and the upper end of the coupling shaft. For example, a coupling disk is attached to the upper end of the coupling shaft. On the other hand, a ring member having a bottom plate is attached to the center of the lower surface of the substrate member, and a circular through hole is formed in the center of the bottom plate so that the coupling shaft penetrating therethrough is movable in a certain range in the radial direction. The upper end of the coupling shaft is inserted from the through hole into an auxiliary buffer space formed between the ring member and the lower portion of the substrate member, and the coupling disk at the upper end is inserted into the auxiliary buffer space. It is appropriate to configure by positioning the camera so as to be movable in the horizontal direction. As in the case of the lower auxiliary buffer space described above, at least the connecting disk relatively moves in the auxiliary buffer space in the horizontal direction, and the peripheral end of the through hole has the peripheral buffer space. It is appropriate that the diameter of the connecting shaft is such that the circumferential side of the coupling shaft does not abut against the inner circumference until it comes into contact with the inner circumference of the ring member.

【0007】更に、前記ベース部材の前記凹部の中央部
付近と結合軸の下端との結合及び前記基板部材の下部と
前記結合軸の上端との結合を、それぞれ、以上のよう
に、構成した場合には、前記リング部材の外周が前記凹
部の内周に衝突するに至った場合の衝撃を和らげるため
に、上記リング部材の外周に弾性部材を配するのが適当
である。
Further, the connection between the vicinity of the center of the concave portion of the base member and the lower end of the connection shaft and the connection between the lower portion of the substrate member and the upper end of the connection shaft are configured as described above. In order to reduce the impact when the outer periphery of the ring member collides with the inner periphery of the recess, an elastic member is suitably provided on the outer periphery of the ring member.

【0008】また前記ベース部材は、その平面から見た
形状は、自由であるが、概ね四辺形に構成するのが適当
である。前記凹部は、地震等に於けるベース部材と基板
部材との相対的な水平方向の振幅をどの程度まで許容で
きるものとするのが適当かを考慮して、その直径を定め
るのが良い。できれば、予想される最大の地震に於い
て、ベース部材と基板部材とが相対的に水平方向の逆向
きの揺動運動をした場合に、リング部材の外周に配した
弾性部材の側部が凹部の内周に容易には接触しない程度
に定めるのが良い。また前記ベース部材の下部には弾性
脚を配し、直下型の地震に備えるようにするのが好まし
い。
The base member may have any shape when viewed from the plane, but it is appropriate to form the base member into a generally quadrilateral shape. The diameter of the concave portion is preferably determined in consideration of how much relative amplitude in the horizontal direction between the base member and the substrate member can be tolerated in an earthquake or the like. Preferably, when the base member and the substrate member make a relative horizontal swinging motion in the expected maximum earthquake, the side portion of the elastic member arranged on the outer periphery of the ring member is recessed. It is good to set it to such a degree that it does not easily come into contact with the inner circumference of the. It is preferable that an elastic leg is provided below the base member so as to be prepared for a direct type earthquake.

【0009】また前記円形カバー体は、前記のように、
複数の同心円状の波状部で構成されるものであるが、中
央部には下面から見て十字状のクロス部を構成し、その
更に中心に前記結合軸を貫通させる円筒部を構成し、そ
の外端は最も内側の波状部に結合する構成とするのが良
い。またこの場合は、上記クロス部の上端には全部を繋
ぐ、平面から見て円形のシート部を構成し、その外周端
を前記最も内側の波状部に接続する構成とする。前記液
体としては、水又は容易に燃焼しない適当なオイル類を
用いることができる。これは前記緩衝空間中に100%
充填しても良いが、若干隙間を残して充填しても良い。
地震の際には、ベース部材が下地の振動にともなって前
後左右に振動することになるが、この際、後述するよう
に、結合軸の相対的な前後左右への振動にともなって前
記緩衝空間の中心が偏心状態となり、その際の液体の流
動により抵抗を生ぜしめることがその趣旨である。
Further, as described above, the circular cover body has
Although it is constituted by a plurality of concentric wavy portions, a central portion constitutes a cross-shaped cross portion viewed from the lower surface, and further comprises a cylindrical portion passing through the coupling shaft at the center thereof, The outer end is preferably connected to the innermost wavy portion. In this case, the upper end of the cross portion is configured to form a circular sheet portion which is connected to the whole and viewed from a plane, and the outer peripheral end is connected to the innermost wavy portion. As the liquid, water or suitable oils that do not easily burn can be used. This is 100% in the buffer space
It may be filled, but may be filled with a slight gap left.
In the event of an earthquake, the base member vibrates back and forth and right and left along with the vibration of the ground. At this time, as will be described later, the vibration of the coupling shaft relative to the front and rear and right and left causes the buffer space to vibrate. The purpose of this is that the center of the liquid crystal becomes eccentric, and the flow of the liquid at that time causes resistance.

【0010】前記基板部材は、その上面に同寸法の化粧
材を貼付したり、免震床部材の設置後に、その上面に化
粧材を敷設するものであるから、それに適したものとす
る。例えば、プラスチック又は木製板材により構成する
ことができる。その平面形状は、用途上より平面から見
て正方形とするのが適当である。上記基板部材の下面は
平滑に構成するのが適当である。前記ベース部材の載置
面に直接上記基板部材を載置する場合には、この載置面
も平滑に構成し、抵抗少なくスムーズにスライドできる
ように構成するのが適当である。例えば、基板部材の下
面及び載置面を、テトラフルオロエチレン樹脂のコーテ
ィングを施す等により滑面に構成する。若しくは、載置
面には多数のボールを回転自在に配設してこの上に基板
部材を載置するように構成することもできる。
[0010] The base member is suitable for affixing a decorative material of the same size on its upper surface or laying a decorative material on its upper surface after the seismic isolation floor member is installed. For example, it can be constituted by plastic or a wooden plate. It is appropriate that the plane shape is a square when viewed from the plane for the purpose of use. It is appropriate that the lower surface of the substrate member is configured to be smooth. When the substrate member is directly mounted on the mounting surface of the base member, it is appropriate that the mounting surface is also configured to be smooth and to be able to slide smoothly with low resistance. For example, the lower surface and the mounting surface of the substrate member are formed to be smooth by applying a coating of tetrafluoroethylene resin. Alternatively, a large number of balls may be rotatably disposed on the mounting surface, and the substrate member may be mounted thereon.

【0011】[0011]

【作用】本発明は、以上のように構成したので、各種の
建築物に於いて、複数のそれを床下地上に連設配置し、
その後又は予め基板部材の上面に化粧材を配設して置く
ことにより、容易に床を構成することができ、しかもそ
の床は、床下地に伝達した地震等の振動又は揺動を効率
よく減衰させ得るものである。この免震床部材は、所要
の領域に平坦な床下地を構成し、その床下地上にこれら
を連設配置し、その上でその上面に化粧材を貼付し又は
敷設するか、あるいは予め上面に化粧材を貼付して置く
ものとすれば、容易に建築物の床を構成することができ
る。なお上記免震床部材の設置領域の外縁、即ち、壁面
等に隣接する位置には若干の隙間をあけておき、例え
ば、その隙間にクッション部材を配設しておくものとす
る。あるいは地震等の際に、免震床部材の基板部材及び
化粧材の外縁付近が、その下部に進退できる補助板体を
上記壁面等に隣接する位置に配設して置くこととするの
が適当である。しかして本発明の免震床部材によれば、
極めて容易に必要な位置に免震床を構成することができ
るし、このようにこの免震床部材によって床を構成した
場合には、地震等により床下地に振動が伝達した場合に
も、非常に効率的に免震作用を行なうことができる。
According to the present invention, as described above, in various types of buildings, a plurality of such units are arranged continuously on a floor base.
The floor can be easily formed by arranging the decorative material on the upper surface of the substrate member afterwards or in advance, and the floor efficiently attenuates vibrations or swings such as earthquakes transmitted to the floor substrate. It can be done. This seismic isolation floor member constitutes a flat floor substrate in a required area, and these are continuously arranged on the floor substrate, and a decorative material is pasted or laid on the upper surface thereof, or the upper surface is preliminarily formed on the upper surface. If the decorative material is attached and placed, the floor of the building can be easily configured. A slight gap is provided at the outer edge of the installation area of the seismic isolation floor member, that is, at a position adjacent to a wall surface or the like, and, for example, a cushion member is provided in the gap. Alternatively, in the event of an earthquake or the like, it is appropriate that an auxiliary plate body that can advance and retreat under the base member of the base-isolated floor member and the outer edge of the decorative material is disposed adjacent to the wall surface or the like. It is. Thus, according to the seismic isolation floor member of the present invention,
The base-isolated floor can be configured very easily at the required position.If the floor is constructed with the base-isolated floor members in this way, even if vibrations are transmitted to the floor base due to an earthquake or the like, the emergency The seismic isolation function can be performed efficiently.

【0012】地震の際には、水平方向の揺れが、主たる
揺れである場合には、床下地の揺れに伴ってベース部材
が同様に揺れ、円形カバー体の中心の円筒部を貫通する
結合軸もほぼ同様に揺れることとなる。このとき先ず揺
れが小さくて、上記揺れによっても、上記結合軸の上端
が一定範囲を越えてまで移動しない場合、即ち、これに
結合円板を取付けた構成の場合は、その周端が、上部の
補助緩衝空間の内周、即ち、前記リング部材の内周に当
接するまでに至らないうちは、前記基板部材はほぼ静止
状態を保持することができる。即ち、ほぼ完全に免震作
用を行なうことができる訳である。揺れが大きくなって
前記結合軸の上端が前記一定範囲の限界に至る動きをす
るまでになった場合、即ち、前記結合円板の周端が前記
リング部材の内周に当接するようにまでなると、前記緩
衝空間に充填された液体及び円形カバー体の作用によ
り、ベース部材に伝達された揺れは、上記結合軸を介し
て減衰されつつ前記基板部材に伝達されることとなる。
In the event of an earthquake, if the horizontal sway is the main sway, the base member also sways in accordance with the sway of the ground floor, and the connecting shaft penetrates the central cylindrical portion of the circular cover body. Will swing in a similar manner. At this time, first, when the swing is small and the upper end of the coupling shaft does not move beyond a predetermined range due to the above-mentioned swing, that is, in the case of a configuration in which the coupling disk is attached thereto, the peripheral end is the upper end. The substrate member can be maintained in a substantially stationary state before it comes into contact with the inner periphery of the auxiliary buffer space, that is, the inner periphery of the ring member. That is, the seismic isolation function can be performed almost completely. When the swing increases and the upper end of the coupling shaft moves to reach the limit of the predetermined range, that is, when the peripheral end of the coupling disk comes into contact with the inner periphery of the ring member. By the action of the liquid filled in the buffer space and the circular cover, the vibration transmitted to the base member is transmitted to the substrate member while being attenuated via the coupling shaft.

【0013】即ち、上記結合軸は、水平方向の揺れに関
しては、上記円形カバー体を介してベース部材に結合し
ている状態になっており、結合軸に特別の負荷がかかっ
ていない状態、即ち、その上端の結合円板の周端が前記
リング部材の内周に当接するまでに至っていない状態で
は、円形カバー体も緩衝空間内の液体の移動の状態によ
る若干の影響があるとしてもほぼ静止状態と同一の形
状、即ち、前記円筒部がその中心に位置する非偏心状態
の形状を保持しており、前記結合軸にベース部材の振動
をほぼそのまま伝えることとなっている。
In other words, the connecting shaft is connected to the base member via the circular cover with respect to the horizontal swing, and no special load is applied to the connecting shaft. In a state in which the peripheral end of the coupling disc at the upper end is not brought into contact with the inner periphery of the ring member, the circular cover is almost stationary even if there is a slight influence due to the state of movement of the liquid in the buffer space. It retains the same shape as the state, that is, the non-eccentric state where the cylindrical portion is located at the center thereof, and transmits the vibration of the base member to the coupling shaft almost as it is.

【0014】上記結合軸に負荷がかかった状態、即ち、
その上端の結合円板の周端が前記リング部材の内周に当
接するに至った状態では、上記リング部材を通じて基板
部材それ自体及びそれに載っている家具類その他の重量
に関係して生じる負荷が上記結合軸にかかり、その負荷
が円形カバー体に上記結合軸を通じてかかることとな
り、その方向がベース部材の振動方向と逆方向になるた
め、上記円形カバー体は偏心状態に変形せざるを得なく
なる。このとき上記円形カバー体の各波状部の波頭部に
よって形成されている区分空間は中心が寄って来た側で
は縮小し、その反対側では拡張しようとすることとなる
が、緩衝空間内に充填されている液体がその抵抗とな
り、偏心変形が基板部材にかかる負荷に比例した状態と
なる。
A state in which a load is applied to the coupling shaft, that is,
In a state where the peripheral end of the coupling disk at the upper end comes into contact with the inner periphery of the ring member, a load generated through the ring member in relation to the board member itself and furniture and other weights placed thereon is generated. The load is applied to the coupling shaft, and the load is applied to the circular cover through the coupling shaft, and the direction is opposite to the vibration direction of the base member, so that the circular cover has to be deformed to an eccentric state. . At this time, the segmented space formed by the crests of the wavy portions of the circular cover body is reduced on the side closer to the center, and will be expanded on the opposite side, but within the buffer space. The filled liquid becomes the resistance, and the eccentric deformation is in a state proportional to the load applied to the substrate member.

【0015】しかして揺れが小さければほぼ完全に免震
し、基板部材は殆ど揺れを生ぜず、揺れが大きくなった
場合も、前記円形カバー体の偏心変形により、それを減
衰させ、僅かな振動しか基板部材に伝達しない。特に基
板部材にかかっている負荷が大きい場合には、円形カバ
ー体の偏心変形が大きくなり揺れの減衰の程度が大きく
なる(基板部材の下面及びベース部材の載置面が充分平
滑であるか、両者が抵抗少なく自在にスライドできる手
段を備えていることを前提としている)。なお連設され
る、例えば、一室の床を構成する免震床部材に於いて
は、隣接する基板部材は相互に側部で当接しあっている
ので、それにかかる負荷は一室全体のそれに付いてを考
えることとなる。
However, if the shaking is small, the base is almost completely seismically isolated, and the board member hardly shakes. Even if the shaking increases, the eccentric deformation of the circular cover attenuates the vibration and causes slight vibration. Only to the substrate member. In particular, when the load applied to the substrate member is large, the eccentric deformation of the circular cover body increases and the degree of attenuation of the vibration increases (the lower surface of the substrate member and the mounting surface of the base member are sufficiently smooth, It is assumed that both have means that can slide freely with low resistance). In addition, for example, in a base-isolated floor member constituting a floor of a room, adjacent substrate members abut against each other at a side portion, so that a load applied to the floor member is equal to that of the whole room. You will think about it.

【0016】更に揺れが大きくなり、前記のようにリン
グ部材を用いた構成を採用した場合には、円形カバー体
の偏心変形が大きくなると、リング部材の外周がベース
部材の凹部の内周に衝突する程になることもあり得る
が、この場合にはリング部材の外周に配した弾性部材に
より、その衝撃を減衰させることができる。それ故、こ
の免震床部材の減衰作用の限界付近の地震の際にも、減
衰作用を、直ちに失うものではなく、緩やかにそれが減
少していくことになるものである。それ故、この免震床
部材によって支えられる床上の人や物品等に対する加速
度の変化による悪影響を減少させることができる。また
上下方向の振動に対しては、ベース部材の下部に弾性脚
を配することにより、その弾力的伸縮作用で免震作用を
確保できる。なおこれらの弾性脚は床の歩行感の向上に
も寄与する。
In the case where the swinging is further increased and the configuration using the ring member as described above is employed, if the eccentric deformation of the circular cover body increases, the outer periphery of the ring member collides with the inner periphery of the concave portion of the base member. However, in this case, the impact can be attenuated by the elastic member arranged on the outer periphery of the ring member. Therefore, even in the case of an earthquake near the limit of the damping action of the base-isolated floor member, the damping action is not lost immediately, but is gradually reduced. Therefore, it is possible to reduce the adverse effect due to the change in acceleration on people, articles, and the like on the floor supported by the seismic isolation floor member. In addition, with respect to vertical vibrations, by providing elastic legs below the base member, seismic isolation can be ensured by its elastic expansion and contraction. Note that these elastic legs also contribute to improving the walking sensation on the floor.

【0017】[0017]

【実施例】以下図面に基づいて本発明の一実施例を説明
する。図1及び図2に示したように、平面から見て正方
形のベース部材1の中央部に平面から見て円形の凹部2
を構成し、かつ上記凹部2の中心に同心円状に小凹部3
を構成する。上記凹部2の内周面の内側には、図1に示
したように、該内周面に沿って結合環溝4を構成すべく
その直近の内側に、平面から見て円弧状かつ同心円状の
円弧突条5を立設し、同様に、前記小凹部3の内周面の
内側にも、該内周面に沿って結合環溝6を構成すべくそ
の直近内側に、平面から見て円弧状かつ同心円状の円弧
突条7を立設する。また前記凹部2の周囲上面は、後記
基板部材8をスライド自在に載置する載置面9とする。
上記基板部材8の下面及び載置面9は各々テトラフルオ
ロエチレン樹脂のコーティングを施して滑面に構成する
An embodiment of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2, a circular concave portion 2 as viewed from a plane is provided at a central portion of a square base member 1 as viewed from a plane.
And a small recess 3 concentrically at the center of the recess 2.
Is configured. As shown in FIG. 1, inside the inner peripheral surface of the concave portion 2, as shown in FIG. Similarly, an arc-shaped ridge 5 is erected, and similarly, inside the inner peripheral surface of the small concave portion 3, as viewed from a plane, just inside the inner peripheral surface to form a coupling ring groove 6 along the inner peripheral surface. An arc-shaped and concentric arc-shaped ridge 7 is erected. The upper surface around the recess 2 is a mounting surface 9 on which a substrate member 8 described later is slidably mounted.
The lower surface and the mounting surface 9 of the substrate member 8 are coated with tetrafluoroethylene resin to form a smooth surface.

【0018】前記小凹部3には、その底部との間に補助
緩衝空間を構成すべく結合蓋板10を配する。上記結合
蓋板10は、図1に示したように、周縁に構成した結合
環を前記結合環溝6に装入し、かつ接着剤で固定する。
また上記結合蓋板10は、その中央部に貫通孔21を備
えたものであり、結合軸11の下端に構成した結合円板
12を上記結合蓋板10と小凹部3とで構成された補助
緩衝空間中に水平方向移動自在に装入し、かつ上記結合
軸を前記貫通孔21より上方に突き出させる。なお上記
結合蓋板10の中央部に構成した貫通孔21は、後記円
形カバー体13が最大限度偏心変形するまで中央部から
水平放射方向に移動することを許容し得る程度の径に定
める。
A coupling cover plate 10 is arranged in the small recess 3 so as to form an auxiliary buffer space between the small recess 3 and the bottom. As shown in FIG. 1, the connecting lid plate 10 has a connecting ring formed on the periphery thereof inserted into the connecting ring groove 6 and fixed with an adhesive.
The coupling lid plate 10 is provided with a through hole 21 at the center thereof. The coupling disc 12 formed at the lower end of the coupling shaft 11 is connected to an auxiliary disk composed of the coupling lid plate 10 and the small recess 3. The connecting shaft is inserted into the buffer space so as to be movable in the horizontal direction, and the coupling shaft is protruded upward from the through hole 21. The diameter of the through-hole 21 formed in the center of the coupling cover plate 10 is set to such a degree that the circular cover 13 is allowed to move in the horizontal radial direction from the center until the eccentric deformation of the circular cover 13 is maximized.

【0019】また前記凹部2には、その底部との間に緩
衝空間を構成すべく前記円形カバー体13を配する。上
記円形カバー体13は、図1及び図2に示したように、
基本的に、複数の同心円状の波状部で構成し、中央部に
は下面から見て十字状のクロス部を構成し、その中心に
前記結合軸11を貫通させる円筒部14を構成し、かつ
周縁には結合環を構成したものである。なお前記クロス
部の上端には全部を繋ぐ、平面から見て円形のシート部
を構成し、その外周端を前記最も内側の波状部に接続す
るものとする。しかして、図1及び図2に示したよう
に、前記周縁の結合環を前記結合環溝4中に装入し、接
着剤で固定し、前記のように、凹部2と円形カバー体1
3により緩衝空間を構成する。なおこのとき前記円筒部
14には前記結合軸11を貫通させる。またこの緩衝空
間中に水20を充填する。上記水20は前記円形カバー
体13の波状部の波頭の内側に構成される空間の途中ま
で程度に充填する。前記結合蓋板10と小凹部3とで構
成された補助緩衝空間も貫通孔21を通じて緩衝空間と
連通しているので、上記水20は、当然、同時に上記補
助緩衝空間中にも充填される。
The circular cover 13 is arranged in the concave portion 2 so as to form a buffer space between the concave portion 2 and the bottom. As shown in FIGS. 1 and 2, the circular cover 13
Basically, it is composed of a plurality of concentric wavy portions, a central portion has a cross-shaped cross portion as viewed from below, and a central portion thereof has a cylindrical portion 14 through which the coupling shaft 11 passes. On the periphery, a connecting ring is formed. It is to be noted that a sheet portion circular as viewed from a plane is formed at the upper end of the cross portion so as to connect the entire portion, and the outer peripheral end thereof is connected to the innermost wavy portion. Then, as shown in FIGS. 1 and 2, the peripheral connecting ring is inserted into the connecting ring groove 4 and fixed with an adhesive, and as described above, the concave portion 2 and the circular cover body 1 are fixed.
3 forms a buffer space. At this time, the coupling shaft 11 is made to pass through the cylindrical portion 14. The buffer space is filled with water 20. The water 20 is filled to some extent in the space formed inside the crest of the wavy portion of the circular cover 13. Since the auxiliary buffer space formed by the coupling lid plate 10 and the small concave portion 3 also communicates with the buffer space through the through-hole 21, the water 20 naturally fills the auxiliary buffer space at the same time.

【0020】前記基板部材8の下面中央に、図1に示し
たように、底板15を有するリング部材16を取付け、
上記基板部材8の下面とリング部材16との間に補助緩
衝空間を構成し、かつ上記底板15の中央部に円形の貫
通孔22を穿設し、この貫通孔22を通じて前記結合軸
11の上端を上記補助緩衝空間中に装入し、上記結合軸
11の上端に取付けた結合円板17を上記補助緩衝空間
中に水平方向移動自在に位置させる。しかして上記貫通
孔22は、少なくとも、前記補助緩衝空間中を上記結合
円板17が相対的に水平方向に移動し、その周端が上記
補助緩衝空間の周側、即ち、前記リング部材16の内周
に当接するまで、前記結合軸11の周側が、その内周に
当接しないだけの径とする。なお前記リング部材16
は、90度の角度間隔で上方に突き出した四本のボルト
を、基板部材8の対応する位置に穿設したボルト孔に貫
通させ、上方からナットを螺合して固定したものであ
る。
At the center of the lower surface of the substrate member 8, a ring member 16 having a bottom plate 15 is attached as shown in FIG.
An auxiliary buffer space is formed between the lower surface of the substrate member 8 and the ring member 16, and a circular through hole 22 is formed in the center of the bottom plate 15, and the upper end of the coupling shaft 11 is formed through the through hole 22. Is inserted into the auxiliary buffer space, and the coupling disk 17 mounted on the upper end of the coupling shaft 11 is positioned in the auxiliary buffer space so as to be movable in the horizontal direction. Thus, at least the through-hole 22 is such that the coupling disk 17 relatively moves in the auxiliary buffer space in the horizontal direction, and the peripheral end of the through-hole 22 is located on the peripheral side of the auxiliary buffer space, that is, the ring member 16. The diameter of the peripheral side of the coupling shaft 11 is set so that the peripheral side of the coupling shaft 11 does not abut against the inner circumference until it comes into contact with the inner circumference. The ring member 16
In this example, four bolts protruding upward at 90 degree intervals are passed through bolt holes formed in corresponding positions of the substrate member 8, and nuts are screwed and fixed from above.

【0021】前記リング部材16の外周には弾性部材1
8を配する。また前記ベース部材9の下部には、同様
に、90度の角度間隔で弾性脚19、19…を配し、直
下型の地震に備える。なお前記基板部材8は、図示して
いないが、その上面に同寸法の化粧材を貼付して置くも
のとする。
The elastic member 1 is provided on the outer periphery of the ring member 16.
Place 8 Similarly, elastic legs 19, 19,... Are arranged at 90 ° angular intervals below the base member 9 to prepare for a direct earthquake. Although not shown, the substrate member 8 is assumed to have a decorative material of the same size attached to the upper surface thereof.

【0022】この実施例では、以上のように構成したの
で、各種建築物の床を、地震その他の揺れを減衰させる
機能を持ったものとして構成するのに有用である。しか
もその取付けも極めて簡単である。先ず床を構成する対
象の領域に一般の場合と同様に平坦な床下地を構成す
る。この免震床部材は、上記のように平坦に構成した床
下地上に連設配置すれば良い。即ち、ベース部材1の下
面側を下にして、隣接する免震床部材相互は、ベース部
材1及び基板部材8の各側辺を相互に当接させつつ床下
地上に敷設すれば良い。このようにして全対象領域に敷
設すれば作業は完了である。なお上記免震床部材の設置
領域の外縁、即ち、壁面等に隣接する位置には若干隙間
をあけておき、その位置に、地震等の際に、その下部
に、基板部材8及び化粧材の外縁付近が進退できる補助
板体を配設して置くこととする。しかしてこの実施例の
免震床部材は極めて容易に必要な位置に設置して床を構
成することができる。またこのようにこの免震床部材に
よって床を構成した場合には、地震等により床下地に振
動が伝達した場合にも、非常に効率的に免震作用を行な
うことができる。
In this embodiment, the structure described above is useful for constructing floors of various buildings having a function of damping earthquakes and other shaking. Moreover, its mounting is extremely simple. First, a flat floor base is formed in a target area forming a floor in the same manner as in a general case. This seismic isolation floor member may be arranged continuously on the floor base which is flat as described above. That is, with the lower surface side of the base member 1 facing down, the adjacent seismic isolation floor members may be laid on the floor foundation while the respective sides of the base member 1 and the substrate member 8 abut against each other. The work is completed by laying all the target areas in this way. Note that a slight gap is provided at the outer edge of the installation area of the seismic isolation floor member, that is, at a position adjacent to a wall surface or the like. An auxiliary plate that can move back and forth near the outer edge will be provided. Thus, the floor member of this embodiment can be very easily installed at a required position to form a floor. In addition, when the floor is formed by the seismic isolation floor member in this manner, the seismic isolation operation can be performed very efficiently even when the vibration is transmitted to the floor base due to an earthquake or the like.

【0023】地震の際には、先ず、水平方向の揺れが、
主たる揺れである場合には、床下地の揺れに伴ってベー
ス部材1が同様に揺れ、円形カバー体13の中心の円筒
部14を貫通する結合軸11もほぼ同様に揺れることと
なる。揺れが小さくて、上記揺れによっても、上記結合
軸11の上端の結合円板17の周端が、上部の補助緩衝
空間の内周、即ち、前記リング部材16の内周に当接す
るまでに至らないうちは、前記基板部材8はほぼ静止状
態を保持することができる。即ち、ほぼ完全に免震作用
を行なうことができる訳である。揺れが大きくなって前
記結合円板17の周端が前記リング部材16の内周に当
接するようになると、前記緩衝空間に充填された水20
及び円形カバー体13の作用により、ベース部材1に伝
達された揺れは、前記結合軸11を介して減衰されつつ
前記基板部材8に伝達されることとなる。
At the time of an earthquake, first, horizontal shaking
In the case of the main swing, the base member 1 also swings in accordance with the swing of the floor base, and the coupling shaft 11 passing through the central cylindrical portion 14 of the circular cover 13 also swings in the same manner. The swing is small, and even by the swing, the peripheral end of the coupling disk 17 at the upper end of the coupling shaft 11 comes into contact with the inner periphery of the upper auxiliary buffer space, that is, the inner periphery of the ring member 16. Before this, the substrate member 8 can be kept almost stationary. That is, the seismic isolation function can be performed almost completely. When the swing becomes large and the peripheral end of the coupling disk 17 comes into contact with the inner periphery of the ring member 16, the water 20
By the action of the circular cover 13, the vibration transmitted to the base member 1 is transmitted to the substrate member 8 while being attenuated via the coupling shaft 11.

【0024】即ち、前記結合軸11は、水平方向の揺れ
に関しては、前記円形カバー体13を介してベース部材
1に結合している状態になっており、上記結合軸11に
特別の負荷がかかっていない状態、即ち、その上端の結
合円板17の周端が前記リング部材16の内周に当接す
るに至っていない状態では、前記円形カバー体13も緩
衝空間内の水20の移動の状態による若干の影響がある
としてもほぼ静止状態と同一の形状、即ち、円筒部14
がほぼ正しく中心に位置し、偏心していない状態を保持
しており、前記結合軸11にベース部材1の振動をほぼ
そのまま伝えることとなっている。
That is, the connecting shaft 11 is connected to the base member 1 via the circular cover 13 with respect to horizontal swing, and a special load is applied to the connecting shaft 11. In a state in which the water is not in contact with the inner periphery of the ring member 16, that is, in a state where the peripheral end of the coupling disk 17 at the upper end is not in contact with the inner periphery of the ring member 16, the circular cover 13 also depends on the state of movement of the water 20 in the buffer space. Even if there is some influence, the shape is almost the same as that of the stationary state, that is, the cylindrical portion 14
Are positioned substantially correctly at the center and maintain a non-eccentric state, and the vibration of the base member 1 is transmitted to the coupling shaft 11 almost as it is.

【0025】上記結合軸11に負荷がかかった状態、即
ち、その上端の結合円板17の周端が前記リング部材1
6の内周に当接するに至った状態では、上記リング部材
16を通じて基板部材8それ自体及びそれに載っている
家具類その他の重量に関係して生じる負荷が上記結合軸
11にかかり、その負荷が円形カバー体13に上記結合
軸11及び円筒部14を通じてかかることとなり、その
方向がベース部材1の振動方向と逆方向になるため、上
記円形カバー体13は偏心状態に変形せざるを得なくな
るものである。このとき上記円形カバー体13の各波状
部の波頭の下部内側に形成されている区分空間は中心が
寄って来た側では縮小し、その反対側では拡張しようと
することとなるが、その中に充填されている水20がそ
の抵抗となり、偏心変形が概ね基板部材8にかかる負荷
に比例した状態となる。
A state in which a load is applied to the coupling shaft 11, that is, the peripheral end of the coupling disc 17 at the upper end thereof is
In a state in which it comes into contact with the inner periphery of the base member 6, a load generated due to the weight of the board member 8 itself and the furniture and the like placed thereon is applied to the coupling shaft 11 through the ring member 16, and the load is reduced. The circular cover 13 passes through the coupling shaft 11 and the cylindrical portion 14, and the direction is opposite to the vibration direction of the base member 1. Therefore, the circular cover 13 must be deformed to an eccentric state. It is. At this time, the sectional space formed inside the lower part of the crest of each wavy portion of the circular cover body 13 is to be reduced on the side closer to the center and expanded on the opposite side. The water 20 filled in the substrate member 8 becomes the resistance, and the eccentric deformation is substantially in proportion to the load applied to the substrate member 8.

【0026】しかして、この免震床部材に於いては、揺
れが小さければほぼ完全に免震し、基板部材8は殆ど揺
れを生ぜず、揺れが大きくなった場合でも、前記円形カ
バー体13の偏心変形により、それを減衰させ、僅かな
振動しか基板部材8に伝達しない。特に基板部材8にか
かっている負荷が大きい場合には、円形カバー体13の
偏心変形が大きくなり揺れの減衰の程度が大きくなる
(基板部材8の下面及びベース部材1の載置面9が充分
平滑であることを前提としている)。なお連設される、
例えば、一室の床を構成する免震床部材に於いては、隣
接する基板部材8、8…は相互に側部で当接しあってい
るので、それにかかる負荷は一室全体のそれに付いてを
考えることとなる。
However, in this seismic isolation floor member, if the shaking is small, the seismic isolation is almost complete, and the board member 8 hardly causes shaking. Even if the shaking increases, the circular cover 13 The eccentric deformation causes the vibration to be attenuated and transmits only a slight vibration to the substrate member 8. In particular, when the load applied to the substrate member 8 is large, the eccentric deformation of the circular cover body 13 increases, and the degree of attenuation of the swing increases (the lower surface of the substrate member 8 and the mounting surface 9 of the base member 1 are sufficiently large). Assuming smoothness). In addition, it will be installed continuously,
For example, in the base-isolated floor member constituting the floor of one room, the adjacent substrate members 8, 8... Will be considered.

【0027】更に揺れが大きくなった場合には、円形カ
バー体13の偏心変形が大きくなると、リング部材16
の外周がベース部材1の凹部2の内周面に衝突する程に
なることもあり得るが、この場合にはリング部材16の
外周に配した弾性部材18により、その衝撃を減衰させ
ることができる。それ故、この免震床部材の減衰作用の
限界付近の地震の際にも、減衰作用を、直ちに失うもの
ではなく、緩やかにそれが減少していくことになるもの
である。しかしてこの免震床部材によって支えられる床
上の人や物品等に対する加速度の変化による悪影響を減
少させることができる。また上下方向の振動に対して
は、ベース部材1の下部に配した弾性脚19、19…の
弾力的伸縮作用で免震作用を確保できる。なおこれらの
弾性脚19、19…は床の歩行感の向上にも寄与する。
In the case where the swinging is further increased, if the eccentric deformation of the circular cover 13 is increased, the ring member 16
The outer periphery of the ring member 16 may hit the inner peripheral surface of the concave portion 2 of the base member 1. In this case, the impact can be attenuated by the elastic member 18 arranged on the outer periphery of the ring member 16. . Therefore, even in the case of an earthquake near the limit of the damping action of the base-isolated floor member, the damping action is not lost immediately, but is gradually reduced. Thus, it is possible to reduce the adverse effects of changes in acceleration on people, articles, and the like on the floor supported by the seismic isolation floor member. Also, against vertical vibration, seismic isolation can be ensured by the elastic expansion and contraction of the elastic legs 19, 19,. .. Also contribute to improving the walking feeling on the floor.

【0028】[0028]

【発明の効果】本発明によれば、地震その他の振動が生
じた場合、床下地に伝達した振動又は揺動等を適切に遮
断し、基板部材以上の部材には僅かな振動等以上のもの
は伝達させないようにしたものである。比較的小さな地
震の場合には、前記結合軸の上端を一定範囲内で自由に
水平方向の移動ができるようにしたので、上記基板部材
の下面と載置面とをできるだけ自由にスライドできるよ
うにして置けば、ほぼ完全に免震効果を得られる。また
揺動がこれより大きくなった場合には、前記円形カバー
体の偏心変形により、それを減衰させ、僅かな振動しか
基板部材に伝達しない。特に基板部材にかかっている負
荷が大きい場合には、円形カバー体の偏心変形が大きく
なり揺れの減衰の程度が大きくなる(基板部材の下面及
びベース部材の載置面が充分平滑であることを前提とし
ている)。更に揺れが大きくなり、リング部材の外周が
ベース部材の凹部の内周面に衝突するに至った場合も、
上記リング部材の外周に弾性部材を配して置くことによ
り、その衝撃を減衰させることができる。それ故、この
免震床部材の減衰作用の限界付近の地震の際にも、減衰
作用を、直ちに失うものではなく、緩やかにそれが減少
していくことになる。しかしてこの免震床部材によって
支えられる床上の人や物品等に対する加速度の変化によ
る悪影響を減少させることができる。また上下方向の振
動に対しては、ベース部材の下部に配した弾性脚の弾力
的伸縮作用で免震作用を確保できる。なおこれらの弾性
脚は床の歩行感の向上にも寄与する。
According to the present invention, when an earthquake or other vibration occurs, the vibration or swing transmitted to the floor substrate is appropriately blocked, and the members above the substrate member have more than a slight vibration or the like. Is not transmitted. In the case of a relatively small earthquake, the upper end of the coupling shaft can be freely moved in the horizontal direction within a certain range, so that the lower surface of the substrate member and the mounting surface can be slid as freely as possible. If you put it, you can get the seismic isolation effect almost completely. Further, when the swing becomes larger than this, the eccentric deformation of the circular cover body attenuates it and transmits only a slight vibration to the board member. In particular, when the load applied to the substrate member is large, the eccentric deformation of the circular cover body is increased, and the degree of vibration attenuation is increased (the lower surface of the substrate member and the mounting surface of the base member must be sufficiently smooth). Assumption). Further, when the swing becomes larger and the outer periphery of the ring member collides with the inner peripheral surface of the concave portion of the base member,
By arranging the elastic member on the outer periphery of the ring member, the impact can be attenuated. Therefore, even in the case of an earthquake near the limit of the damping action of the base-isolated floor member, the damping action is not lost immediately, but gradually decreases. Thus, it is possible to reduce the adverse effects of changes in acceleration on people, articles, and the like on the floor supported by the seismic isolation floor member. Also, against vertical vibration, seismic isolation can be ensured by the elastic expansion and contraction of the elastic legs disposed below the base member. Note that these elastic legs also contribute to improving the walking sensation on the floor.

【図面の簡単な説明】[Brief description of the drawings]

【図1】一実施例の免震床部材の一部切欠概略正面断面
図。
FIG. 1 is a partially cutaway schematic front sectional view of a base-isolated floor member according to one embodiment.

【図2】図1のA−A線概略断面図。FIG. 2 is a schematic sectional view taken along line AA of FIG.

【符号の説明】[Explanation of symbols]

1 ベース部材 2 凹部 3 小凹部 4 結合環溝 5 円弧突条 6 結合環溝 7 円弧突条 8 基板部材 9 載置面 10 結合蓋板 11 結合軸 12 結合円板 13 円形カバー体 14 円筒部 15 底板 16 リング部材 17 結合円板 18 弾性部材 19 弾性脚 20 水 21 貫通孔 22 貫通孔 REFERENCE SIGNS LIST 1 base member 2 concave portion 3 small concave portion 4 connecting ring groove 5 circular ridge 6 connecting ring groove 7 circular ridge 8 substrate member 9 mounting surface 10 coupling lid plate 11 coupling shaft 12 coupling disk 13 circular cover body 14 cylindrical portion 15 Bottom plate 16 Ring member 17 Joint disk 18 Elastic member 19 Elastic leg 20 Water 21 Through hole 22 Through hole

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】ベース部材の中央に、平面から見て円形の
凹部を構成し、上記凹部に径の異なる複数の同心円状の
波状部で構成されたフレキシブルな円形カバー体を被覆
し、上記円形カバー体と凹部との間に構成される緩衝空
間中に液体を充填し、 他方前記ベース部材の凹部の周囲上部に構成された載置
面に基板部材をスライド自在に載置し、 かつ前記ベース部材の前記凹部の中央部付近と、結合軸
の下端とを、一定範囲で相互に水平方向に移動自在であ
るように、結合し、上記結合軸の途中を水密性を保持し
つつ前記円形カバー体の中央部を貫通させ、更に前記基
板部材の下部と前記結合軸の上端とを、一定範囲で水平
方向に移動自在であるように、結合した免震床部材。
1. A center portion of a base member is provided with a circular concave portion as viewed from a plane, and the concave portion is covered with a flexible circular cover body composed of a plurality of concentric corrugated portions having different diameters. Filling a buffer space formed between the cover body and the concave portion with a liquid, and slidably mounting the substrate member on a mounting surface formed on an upper peripheral portion of the concave portion of the base member; and The vicinity of the center of the concave portion of the member and the lower end of the coupling shaft are coupled so as to be movable in the horizontal direction within a certain range, and the circular cover is provided while maintaining watertightness in the middle of the coupling shaft. A seismic isolation floor member which penetrates a central part of a body and further connects a lower portion of the substrate member and an upper end of the connection shaft so as to be movable in a horizontal direction within a certain range.
【請求項2】前記凹部の中央部付近と前記結合軸の下端
との結合を、 前記結合軸の下端に結合円板を取付け、他方前記凹部の
底部中央に小凹部を構成し、上記小凹部にはその底部と
の間に補助緩衝空間を構成すべく結合蓋板を固設し、か
つ上記結合蓋板の中央部に、これに貫通させる前記結合
軸が径方向に一定範囲で移動自在なように円形の貫通孔
を穿設し、更に前記結合軸の下端を、上記貫通孔から上
記補助緩衝空間中に装入し、前記結合円板を上記補助緩
衝空間中に水平方向に移動自在に位置させることによ
り、構成し、 また前記基板部材の下面と前記結合軸の上端との結合
を、 前記結合軸の上端に結合円板を取付け、他方前記基板部
材の下部中央には底板を有するリング部材を取付け、上
記底板の中央部に、これに貫通させる前記結合軸が径方
向に一定範囲で移動自在なように円形の貫通孔を穿設
し、前記結合軸の上端を上記貫通孔から上記リング部材
と基板部材の下面との間に構成された補助緩衝空間中に
装入し、その上端の結合円板を上記補助緩衝空間中に水
平方向移動自在に位置させることにより、構成した請求
項1の免震床部材。
2. The coupling between the vicinity of the center of the concave portion and the lower end of the coupling shaft, a coupling disc is attached to the lower end of the coupling shaft, and a small concave portion is formed at the bottom center of the concave portion. A coupling lid plate is fixedly provided to form an auxiliary buffer space between the bottom of the coupling lid plate, and the coupling shaft penetrating the coupling lid plate in the central portion of the coupling lid plate is movable within a certain range in the radial direction. A circular through hole is formed as described above, and the lower end of the coupling shaft is further inserted into the auxiliary buffer space from the through hole so that the coupling disk can be freely moved in the auxiliary buffer space in the horizontal direction. A ring having a bottom plate at the center of the lower part of the substrate member, while a lower surface of the substrate member is coupled to an upper end of the coupling shaft by attaching a coupling disk to an upper end of the coupling shaft. Attach the member and attach the center part of the bottom plate An auxiliary buffer space formed by drilling a circular through-hole so that the shaft is movable in a certain range in the radial direction, and forming an upper end of the coupling shaft between the through-hole and the lower surface of the ring member and the substrate member. 2. The seismic isolation floor member according to claim 1, wherein said floor member is inserted into said auxiliary buffer space so as to be movable horizontally in said auxiliary buffer space.
【請求項3】前記リング部材の外周に弾性部材を配した
請求項2の免震床部材。
3. The seismic isolation floor member according to claim 2, wherein an elastic member is arranged on an outer periphery of said ring member.
JP03321065A 1991-11-08 1991-11-08 Seismic isolation floor members Expired - Fee Related JP3095272B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03321065A JP3095272B2 (en) 1991-11-08 1991-11-08 Seismic isolation floor members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03321065A JP3095272B2 (en) 1991-11-08 1991-11-08 Seismic isolation floor members

Publications (2)

Publication Number Publication Date
JPH05133085A JPH05133085A (en) 1993-05-28
JP3095272B2 true JP3095272B2 (en) 2000-10-03

Family

ID=18128416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03321065A Expired - Fee Related JP3095272B2 (en) 1991-11-08 1991-11-08 Seismic isolation floor members

Country Status (1)

Country Link
JP (1) JP3095272B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4000652B2 (en) * 1998-01-20 2007-10-31 オイレス工業株式会社 Seismic isolation structure lift prevention device
KR101984375B1 (en) * 2017-04-19 2019-09-03 장근대 Vibration reduction device for furniture
CN111139973A (en) * 2020-01-19 2020-05-12 华东交通大学 Prefabricated concrete column with assembled disassembly-free template and preparation process thereof

Also Published As

Publication number Publication date
JPH05133085A (en) 1993-05-28

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