JPH11336201A - Bearing device - Google Patents

Bearing device

Info

Publication number
JPH11336201A
JPH11336201A JP10142422A JP14242298A JPH11336201A JP H11336201 A JPH11336201 A JP H11336201A JP 10142422 A JP10142422 A JP 10142422A JP 14242298 A JP14242298 A JP 14242298A JP H11336201 A JPH11336201 A JP H11336201A
Authority
JP
Japan
Prior art keywords
sliding
support member
bearing
restoring
members
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.)
Granted
Application number
JP10142422A
Other languages
Japanese (ja)
Other versions
JP4118387B2 (en
Inventor
Sakae Ueda
栄 上田
Takaaki Hiroshige
隆明 廣重
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Pillar Packing Co Ltd
Takenaka Komuten Co Ltd
Original Assignee
Nippon Pillar Packing Co Ltd
Takenaka Komuten Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nippon Pillar Packing Co Ltd, Takenaka Komuten Co Ltd filed Critical Nippon Pillar Packing Co Ltd
Priority to JP14242298A priority Critical patent/JP4118387B2/en
Publication of JPH11336201A publication Critical patent/JPH11336201A/en
Application granted granted Critical
Publication of JP4118387B2 publication Critical patent/JP4118387B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide a bearing device capable of returning an upper structural body to an original position and reducing an omnidirectional rolling. SOLUTION: In the case where an earthquake occurs, when sliding of sliding members 3 and 4 constituting a sliding bearing 2 can be allowed, both up and down bearing sections 6a and 6b are repeatedly displaced in an optional direction, and the rolling applied to an upper structural body A is redued. Before the upper structural body A is at a standstill, the upper structural body A is moved by displacement caused by the rolling with restoring force of a restoring material consisting of a columnar elastic member 5, and since the upper structural body A is returned to an original position, the position and posture of the upper structural body A are stabilized. Since both up and down sliding members 3 and 4 are returned to the position approximately coinciding with their centers, the displacement direction and displacement range of the upper structural body A are not limited, and the effect for isolating an ominidirectional rolling can be obtained.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、例えば、免震建
物、建物のエキスパンション、渡り廊下、屋根支持部、
橋梁等の構造体を支承する部分に用いられる支承装置に
関する。
[0001] The present invention relates to, for example, seismic isolation buildings, building expansions, corridors, roof supports,
The present invention relates to a bearing device used for a portion for supporting a structure such as a bridge.

【0002】[0002]

【従来の技術】従来、上述例のような構造体を支承する
支承装置としては、例えば、積層ゴム支承と、滑り支承
と、その積層ゴム支承と滑り支承とを複合した複合型支
承とがある。
2. Description of the Related Art Conventionally, as a bearing device for supporting a structure as described above, there are, for example, a laminated rubber bearing, a sliding bearing, and a composite bearing in which the laminated rubber bearing and the sliding bearing are combined. .

【0003】第1従来例の積層ゴム支承11は、図14
に示すように、上部構造体Aと下部構造体Bとの間に、
ゴム材料12と金属板13とを積層してなる積層ゴム1
4を配設し、上部構造体Aに付与される横揺れに対応し
て積層ゴム14を任意方向に繰り返し変形させ、上部構
造体Aの横揺れを軽減する構造である。
A laminated rubber bearing 11 of a first conventional example is shown in FIG.
As shown in the figure, between the upper structure A and the lower structure B,
Laminated rubber 1 formed by laminating rubber material 12 and metal plate 13
4 is provided, and the laminated rubber 14 is repeatedly deformed in an arbitrary direction in response to the roll applied to the upper structure A, thereby reducing the roll of the upper structure A.

【0004】第2従来例の滑り支承21は、図15に示
すように、上部構造体Aに固定したステンレス板22か
ら成るすべり材料と、下部構造体Bに固定した滑り材料
23とを対接し、相互を任意方向に繰り返し変位させて
上部構造体Aの横揺れを軽減する構造である。
As shown in FIG. 15, a sliding bearing 21 of a second conventional example is a sliding material comprising a stainless plate 22 fixed to an upper structure A and a sliding material 23 fixed to a lower structure B. , Which are repeatedly displaced in any direction to reduce the lateral vibration of the upper structure A.

【0005】第3従来例の複合型支承31は、図16に
示すように、上部構造体Aと下部構造体Bとの間に、上
述した積層ゴム支承11と滑り支承21とを上下に積層
して配設し、相互の免震作用により上部構造体Aの横揺
れを軽減する構造であり、例えば、特公平7−2644
1号の公報には、積層ゴム支承11と滑り支承21を複
合型支承31とは逆に配置した構成が開示されている。
As shown in FIG. 16, a composite bearing 31 according to a third conventional example has the above-described laminated rubber bearing 11 and sliding bearing 21 vertically laminated between an upper structure A and a lower structure B. The structure is arranged to reduce the lateral vibration of the upper structure A by the mutual seismic isolation function.
No. 1 discloses a configuration in which a laminated rubber bearing 11 and a sliding bearing 21 are arranged opposite to a composite type bearing 31.

【0006】[0006]

【発明が解決しようとする課題】しかし、第1従来例の
積層ゴム支承11は、積層ゴム14を変形させて、上部
構造体Aに付与される横揺れを軽減する構造であるが、
横揺れの軽減に要する変形量に対して積層ゴム支承11
の構成部材であるゴムの外径と高さが決定されるため、
上部構造体Aの荷重が小さく、横揺れの変形量が大きい
ときは大型の積層ゴム支承11を必要とするため、設置
するスペースの確保が難しくなる。また横揺れの変形量
を小さく抑える手段として機械式ダンパー装置を取付け
る場合には、コストアップを招くことになる。
However, the laminated rubber bearing 11 of the first conventional example has a structure in which the laminated rubber 14 is deformed so as to reduce the lateral sway applied to the upper structure A.
Laminated rubber bearing 11 for the amount of deformation required to reduce roll
Because the outer diameter and height of rubber, which is a component of
When the load of the upper structure A is small and the amount of lateral deformation is large, a large laminated rubber bearing 11 is required, and it is difficult to secure a space for installation. In addition, when a mechanical damper device is mounted as a means for suppressing the deformation amount of the roll, the cost is increased.

【0007】さらに、上部構造体Aの荷重及び変形時の
応力により、積層ゴム14にクリープが起きたり、他の
支承とに段差が生じたりすることがあり、支承される上
部構造体Aの傾きが大きくなるため、安定性が悪くなる
という問題点を有している。
[0007] Further, due to the load of the upper structure A and the stress at the time of deformation, creep may occur in the laminated rubber 14 or a step may occur with other bearings. Has a problem that stability becomes worse.

【0008】第2従来例の滑り支承21は、ステンレス
板22から成るすべり材料と滑り材料23とを滑動し
て、上部構造体Aに付与される横揺れを軽減する構造で
あるが、上部構造体Aが静止するとき、ステンレス板2
2から成るすべり材料と滑り材料23との接触抵抗(摩
擦抵抗)により、上部構造体Aが変位した位置に停止さ
れることになり、元の位置に復帰させることができな
い。
The sliding support 21 of the second conventional example is a structure in which a sliding material made of a stainless steel plate 22 and a sliding material 23 are slid to reduce the rolling applied to the upper structure A. When the body A is stationary, the stainless steel plate 2
Due to the contact resistance (friction resistance) between the sliding material 23 and the sliding material 23, the upper structure A is stopped at the displaced position, and cannot be returned to the original position.

【0009】且つ、ステンレス板22から成るすべり材
料と滑り材料23との中心がずれるため、上部構造体A
の静止側に横揺れが生じても、ステンレス板22が殆ど
移動せず、静止後の横揺れを軽減することができないと
いう問題点を有している。
Further, since the center of the sliding material made of the stainless steel plate 22 and the center of the sliding material 23 are shifted, the upper structure A
However, even if a roll occurs on the stationary side, the stainless steel plate 22 hardly moves, so that the roll after the stop cannot be reduced.

【0010】第3従来例の複合型支承31は、第1従来
例の積層ゴム支承11と、第2従来例の滑り支承21と
を上下に積層した構造であるので、上述した構造的な欠
点を有しており、積層ゴム14が変形したとき、滑り支
承21の水平度が損なわれやすく、滑り支承21による
免震機能が期待できない。且つ、装置全体の構造が複雑
となるため、装置の設計及び設置に手間が掛かり、コス
トアップとなる問題点を有している。
The composite bearing 31 of the third conventional example has a structure in which the laminated rubber bearing 11 of the first conventional example and the sliding bearing 21 of the second conventional example are vertically stacked. When the laminated rubber 14 is deformed, the horizontality of the sliding bearing 21 is easily damaged, and the seismic isolation function of the sliding bearing 21 cannot be expected. In addition, since the structure of the entire apparatus is complicated, it takes time and effort to design and install the apparatus, and there is a problem that the cost is increased.

【0011】この発明は上記問題に鑑み、復元材の復元
力により、横揺れにより生じた変位量だけ上部構造体を
移動させ、上部構造体を元の位置に復帰するので、上部
構造体の位置及び姿勢が安定する。且つ、上部構造体の
変位方向及び変位範囲が限定されず、全方向の横揺れを
軽減する免震効果が得られると共に、上部構造体の免震
設計を容易にする安価な支承装置の提供を目的とする。
In view of the above problems, the present invention moves the upper structure by an amount of displacement caused by the roll by the restoring force of the restoring material, and returns the upper structure to the original position. And the posture becomes stable. In addition, the displacement direction and the displacement range of the upper structure are not limited, the seismic isolation effect of reducing the rolling in all directions can be obtained, and an inexpensive bearing device that facilitates the seismic isolation design of the upper structure is provided. Aim.

【0012】[0012]

【課題を解決するための手段】請求項1記載の発明は、
上部構造体に固定される上部アンカープレートと下部構
造体に固定される下部アンカープレートを有し、上部ア
ンカープレートと下部アンカープレートの間に滑り部材
が配置される支承装置であって、上端面を上部アンカー
プレート下面に下端面を下部アンカープレート上面に固
定された復元材を有し、且つ、該復元材から所定間隔を
離した位置に、該上部アンカープレート下面に上端面が
固定された上部支持部材と該下部アンカープレート上面
に下端面が固定された下部支持部材を有し、該上部支持
部材の下面と該下部支持部材の上面とが滑り部材を介し
て滑動可能に対接した支承装置であることを特徴とす
る。
According to the first aspect of the present invention,
A bearing device having an upper anchor plate fixed to an upper structure and a lower anchor plate fixed to a lower structure, wherein a sliding member is arranged between the upper anchor plate and the lower anchor plate, An upper support having a restoring material whose lower end face is fixed to the upper surface of the lower anchor plate on the lower surface of the upper anchor plate, and an upper end surface fixed to the lower surface of the upper anchor plate at a position separated from the restoring material by a predetermined distance A bearing device having a member and a lower support member having a lower end surface fixed to the upper surface of the lower anchor plate, wherein the lower surface of the upper support member and the upper surface of the lower support member are slidably contacted via a sliding member. There is a feature.

【0013】請求項2記載の発明は、上記請求項1記載
の構成と併せて、上記上部支持部材及び上記下部支持部
材が、上記復元材の外周を囲繞して配設した支承装置で
あることを特徴とする。
According to a second aspect of the present invention, there is provided a bearing device in which the upper support member and the lower support member are disposed so as to surround an outer periphery of the restoring material, in addition to the structure of the first aspect. It is characterized by.

【0014】請求項3記載の発明は、上記請求項1記載
の構成と併せて、上記復元材が、上記上部支持部材及び
上記下部支持部材の外周を囲繞して配設した支承装置で
あることを特徴とする。
According to a third aspect of the present invention, in addition to the configuration of the first aspect, the support member is provided so that the restoring member surrounds the outer periphery of the upper support member and the lower support member. It is characterized by.

【0015】請求項4記載の発明は、上記請求項1,2
又は3記載の構成と併せて、上記上部支持部材と上記下
部支持部材の間に介設される滑り部材が複数層から成る
支承装置であることを特徴とする。
The invention described in claim 4 is the first and second inventions.
Or, in addition to the configuration described in 3, the sliding device interposed between the upper support member and the lower support member is a bearing device including a plurality of layers.

【0016】請求項5記載の発明は、上記請求項1,
2,3又は4記載の構成と併せて、上記上部支持部材と
上記下部支持部材及び上記滑り部材に、上記滑り部材の
変位量を規制する規制部を設けた支承装置であることを
特徴とする。
The fifth aspect of the present invention is directed to the first aspect.
In addition to the constitution described in 2, 3 or 4, the bearing device is characterized in that the upper supporting member, the lower supporting member, and the sliding member are provided with a regulating portion for regulating a displacement amount of the sliding member. .

【0017】[0017]

【作用】請求項1記載の支承装置は、地震発生時に於い
て、上部支持部材と下部支持部材の滑動が許容されたと
き、上下の支持部材を任意方向に繰り返し変位させて、
上部構造体に付与される横揺れを軽減する。上部構造体
が静止するまえに、復元材(例えばゴム材料、板状もし
くはコイル状の鋼製バネ又はその他の復元力を有する水
平バネ等の弾性材料から構成される柱状体)の復元力に
より、上下構造体の間に生じた変位量だけ上部構造体を
移動させ、上部構造体を元の位置に復帰する。同時に、
上下の支持部材を相互の支承中心が略一致する状態に復
帰する。
According to the first aspect of the present invention, when the upper support member and the lower support member are allowed to slide during the occurrence of an earthquake, the upper and lower support members are repeatedly displaced in arbitrary directions.
Reduces rolling applied to the upper structure. Before the upper structure is stopped, the restoring force of a restoring material (for example, a columnar body made of a rubber material, a plate-shaped or coiled steel spring, or another elastic material such as a horizontal spring having a restoring force) is used. The upper structure is moved by the displacement generated between the upper and lower structures, and the upper structure is returned to the original position. at the same time,
The upper and lower support members return to a state in which their support centers are substantially coincident with each other.

【0018】請求項2記載の支承装置は、上記請求項1
記載の作用と併せて、上下支持部材の内側に配設した復
元材を中心として、上下の支持部材を任意方向に変位さ
せると共に、相互の中心が略一致する位置及び状態に復
帰するので、上下滑り部材の対接状態が維持され、上部
構造体が元の位置に復帰される。
According to a second aspect of the present invention, there is provided the bearing device according to the first aspect.
In conjunction with the operation described, the upper and lower support members are displaced in any direction around the restoration material disposed inside the upper and lower support members, and return to a position and state where their centers are substantially coincident with each other. The contact state of the sliding member is maintained, and the upper structure is returned to the original position.

【0019】請求項3記載の支承装置は、上記請求項1
記載の作用と併せて、対接する上下支持部材の外側に配
設した復元材により、上下の支持部材を予め設定した変
位量に規制し、相互の中心が略一致する位置及び状態に
常時復帰するので、上下滑り部材の対接状態が維持さ
れ、上部構造体が元の位置に復帰される。
According to a third aspect of the present invention, there is provided the bearing device according to the first aspect.
In conjunction with the operation described above, the upper and lower support members are restricted to a predetermined displacement amount by the restoring material arranged outside the upper and lower support members that are in contact with each other, and always return to a position and a state where their centers substantially coincide with each other. Therefore, the contact state of the vertical sliding member is maintained, and the upper structure is returned to the original position.

【0020】請求項4記載の支承装置は、上記請求項
1,2又は3記載の作用と併せて、複数積層した滑り部
材を同一方向又は任意方向に変位させ、全段又は複数段
の滑り部材に生じた変位量だけ移動するので、上部構造
体に付与される大きな横揺れが軽減される。
According to a fourth aspect of the present invention, in addition to the operation of the first, second, or third aspect, the stacked members are displaced in the same direction or an arbitrary direction, and the sliding members of all stages or a plurality of stages are provided. Therefore, a large amount of rolling applied to the upper structure is reduced.

【0021】請求項5記載の支承装置は、上記請求項
1,2,3又は4記載の作用と併せて、上下の支持部材
と滑り部材を、一方又は両方の支持部材又は滑り部材に
設けた規制部により所定の変位量に規制するので、上下
の支持部材や滑り部材が分離するのを確実に防止するこ
とができる。
According to a fifth aspect of the present invention, in addition to the operation described in the first, second, third or fourth aspect, the upper and lower supporting members and the sliding members are provided on one or both of the supporting members or the sliding members. Since the amount of displacement is regulated by the regulating portion, it is possible to reliably prevent the upper and lower supporting members and the sliding member from separating.

【0022】[0022]

【発明の効果】この発明によれば、上部構造体が静止す
るまえに、復元材の復元力により、生じた変位量だけ上
部構造体を移動させ、上部構造体を元の位置に復帰させ
るので、上部構造体の位置及び姿勢が安定する。且つ、
上下の支持部材を、相互の中心が略一致する位置及び状
態に復帰させるので、従来例のように支持部材の変位方
向及び変位範囲が限定されず、全方向(水平方向)に対
する変位が許容されるため、静止後に於いて、上部構造
体に付与される全方向の横揺れを軽減する免震効果が確
実に得られる。
According to the present invention, before the upper structure stops, the upper structure is moved by the amount of displacement generated by the restoring force of the restoring material, and the upper structure is returned to the original position. The position and posture of the upper structure are stabilized. and,
Since the upper and lower support members are returned to a position and a state where their centers substantially coincide with each other, the displacement direction and the displacement range of the support member are not limited as in the conventional example, and displacement in all directions (horizontal direction) is allowed. Therefore, after standing still, the seismic isolation effect of reducing the sway in all directions given to the upper structure can be reliably obtained.

【0023】しかも、上部構造体の荷重が対接する上下
支持部材に付与されるので、復元材には荷重が殆ど付与
されず、従来例のように復元材にクリープが生じたり、
その復元力が低下したりするのを確実に防止することが
でき、滑り部材による免震機能及び復元材による復元機
能が安定して得られる。
In addition, since the load of the upper structure is applied to the upper and lower support members that are in contact with each other, almost no load is applied to the restored material, and creep occurs in the restored material as in the conventional example.
The restoring force can be reliably prevented from lowering, and the seismic isolation function by the sliding member and the restoring function by the restoring material can be stably obtained.

【0024】さらに、内側に配設した復元材を中心とし
て上下の支持部材を任意方向に変位し、又は、外側に配
設した復元材により上下の支持部材を予め設定した変位
量に規制するので、相互の中心が略一致する位置及び状
態に常時復帰され、上下の支持部材が分離したり、支承
機能が損なわれたりするのを確実に防止することがで
き、機能の維持及び安定を図ることができる。
Further, the upper and lower support members are displaced in an arbitrary direction with the restoring member provided inside as a center, or the upper and lower support members are regulated to a predetermined displacement amount by the restoring member disposed outside. , Is always returned to a position and a state where the centers are substantially coincident with each other, and it is possible to reliably prevent the upper and lower support members from being separated or the support function from being impaired, and to maintain and stabilize the function. Can be.

【0025】さらにまた、複数積層した滑り部材を同一
方向又は任意方向に変位して、複数の滑り部材に生じた
変位量だけ移動するので、第2従来例のように一つの滑
り支承を変位するよりも、その変位量が大きく、大きな
横揺れを免震する効果が得られる。且つ、複数の滑り部
材は、任意の方向及び任意の移動量だけ変位するので、
上部構造体に付与される横揺れが大幅に軽減され、免震
機能が向上する。
Further, since a plurality of sliding members are displaced in the same direction or an arbitrary direction and are moved by the amount of displacement generated in the plurality of sliding members, one sliding bearing is displaced as in the second conventional example. The displacement is larger than that, and the effect of isolating large rolls can be obtained. In addition, since the plurality of sliding members are displaced by an arbitrary direction and an arbitrary moving amount,
The rolling applied to the upper structure is greatly reduced, and the seismic isolation function is improved.

【0026】さらにまた、上下の支持部材を、一方又は
両方の滑り部材に設けた支承規制部により所定の変位量
に規制するので、免震時に於いて、上下の滑り部材が分
離したり、支承機能が損なわれたりするのを確実に防止
することができ、免震機能が安定して得られる。
Further, since the upper and lower supporting members are regulated to a predetermined displacement amount by the bearing restricting portions provided on one or both of the sliding members, the upper and lower sliding members may be separated from each other during the seismic isolation. The function can be reliably prevented from being impaired, and the seismic isolation function can be obtained stably.

【0027】[0027]

【実施例】この発明の一実施例を以下図面に基づいて詳
述する。図面はリング状に形成し同芯状に配置した上部
支持部材と下部支持部材の内周側中心部に復元材として
柱状弾性部材を配設した第1実施例の支承装置を示し、
図1、図2、図3に於いて、この支承装置1は、上部構
造体Aの下面と下部構造体Bの上面に、それぞれ上部ア
ンカープレート7aと下部アンカープレート7bが固定
され、各々の下面と上面に、リング形状に形成した上部
支持部材6aの上端面と下部支持部材6bの下端面が固
定され、上部支持部材6aの下端面と下部支持部材6b
の上端面は、滑り支承2を構成する滑り部材3,4を介
して摺動可能に当接し、その上部支持部材6aと下部支
持部材6bの内周側中心部に、上部構造体Aを元の位置
に復帰するのに必要な復元力を有する復元材5を配設し
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to the drawings. The drawing shows the bearing device of the first embodiment in which a columnar elastic member is disposed as a restoring material at the center of the inner peripheral side of the upper support member and the lower support member which are formed in a ring shape and arranged concentrically,
1, 2 and 3, an upper anchor plate 7a and a lower anchor plate 7b are fixed to a lower surface of an upper structure A and an upper surface of a lower structure B, respectively. The upper end surface of the ring-shaped upper support member 6a and the lower end surface of the lower support member 6b are fixed to the upper surface and the lower end surface of the upper support member 6a and the lower support member 6b.
The upper end surface of the upper support member 6a is slidably contacted with the upper support member 6a and the lower support member 6b via the upper and lower support members 6a and 6b. Is provided with a restoring material 5 having a restoring force necessary to return to the position.

【0028】滑り支承2は、金属製の滑り部材3(例え
ば鏡面仕上げされたステンレス板)と、合成樹脂製の滑
り部材4(例えば四ふっ化エチレン樹脂)とで構成さ
れ、その滑り部材3,4を互いに当接して、上部支持部
材6aの下端面及び下部支持部材6bの上端面に固定さ
れている。
The sliding bearing 2 is composed of a sliding member 3 made of metal (for example, a mirror-finished stainless steel plate) and a sliding member 4 made of synthetic resin (for example, ethylene tetrafluoride resin). 4 are fixed to the lower end surface of the upper support member 6a and the upper end surface of the lower support member 6b.

【0029】上部支持部材6aと下部支持部材6bは、
上部構造体A及び下部構造体Bの支承部分に対して各々
上部アンカープレート7aと下部アンカープレート7b
を介して固定され、上部構造体A側に固定した上部支持
部材6aの支承面には、滑り板として金属製の滑り部材
3(例えば、鏡面仕上げしたステンレス板の他に、スチ
ール板又はその他の滑り部材4の低摩擦係数を維持でき
る材料)を固定している。
The upper support member 6a and the lower support member 6b
An upper anchor plate 7a and a lower anchor plate 7b are respectively provided for the support portions of the upper structure A and the lower structure B.
A metal sliding member 3 (for example, in addition to a mirror-finished stainless steel plate, a steel plate or another steel plate) is provided on the bearing surface of the upper support member 6a fixed to the upper structure A side. (A material capable of maintaining a low coefficient of friction of the sliding member 4).

【0030】その滑り部材3(ステンレス板)の他に
は、例えば、鋼材に、硬質クロムメッキ処理、モリブデ
ン処理等を施した材料又はその他の低摩擦係数を有する
材料が好ましい。
In addition to the sliding member 3 (stainless steel plate), for example, a material obtained by subjecting a steel material to a hard chrome plating treatment, a molybdenum treatment, or the like, or another material having a low friction coefficient is preferable.

【0031】下部構造体Bに固定した下部支持部材6b
の支承面には、滑り材料として合成樹脂製の滑り部材4
(例えば、四ふっ化エチレン樹脂の他に、低摩擦係数を
有する樹脂材料又はその材料が好ましい)を固定してい
る。
Lower support member 6b fixed to lower structure B
On the bearing surface of the sliding member 4 made of synthetic resin as a sliding material.
(For example, a resin material having a low coefficient of friction or a material thereof is preferable in addition to the ethylene tetrafluoride resin).

【0032】上部支持部材6a及び下部支持部材6b
は、復元材5の外周面が囲繞される大きさ及び形状に形
成され、その内周側中心部には、静止状態の滑り支承2
と対応する高さであって、内側中心部に対して収納可能
な大きさ及び形状に形成した復元材5(例えばゴム材
料)を固定している。
Upper support member 6a and lower support member 6b
Is formed in a size and a shape to surround the outer peripheral surface of the restoring material 5, and the center of the inner peripheral side thereof has a stationary sliding bearing 2.
And a restoration material 5 (for example, a rubber material) formed in a size and shape that can be stored in the inner central portion.

【0033】復元材5の上下端面は、各々上部構造体A
及び下部構造体Bに取付けられた上部アンカープレート
7aの上端面と下部アンカープレート7bの下端面の中
央部支承面に対して一体的に固定している。
The upper and lower end surfaces of the restoration material 5 are
And, it is integrally fixed to the upper end surface of the upper anchor plate 7a attached to the lower structure B and the central supporting surface of the lower end surface of the lower anchor plate 7b.

【0034】その復元材5は、例えば、柱状の弾性体す
なわちゴム材料から成る柱状弾性体や金属板を平行に配
置した柱状ゴム材料、鋼製のコイルバネや鋼製板バネ又
はその他の上部構造体Aを元の位置に復帰するのに必要
な復元力が得られる水平バネのようなものがよい。な
お、復元力は、滑り部材3,4間に生じる接触抵抗(摩
擦抵抗)と、復元材5自体の復元力とを任意に変更して
調節するものとする。
The restoring member 5 is made of, for example, a columnar elastic body, ie, a columnar elastic body made of a rubber material, a columnar rubber material having metal plates arranged in parallel, a coil spring made of steel, a plate spring made of steel, or another upper structure. A thing like a horizontal spring which can obtain the restoring force required to return A to the original position is good. Note that the restoring force is adjusted by arbitrarily changing the contact resistance (friction resistance) generated between the sliding members 3 and 4 and the restoring force of the restoring material 5 itself.

【0035】図示実施例は上記の如く構成するものにし
て、以下、支承装置1による免震動作を説明する。地震
発生時に於いて、図1、図2に示すように、滑り支承2
を構成する滑り部材3,4を、その滑動が許容されるま
で一体的に移動して、上部構造体Aに地震変位を伝える
ため、上部構造体Aと下部構造体Bとが同一方向に変位
される。
The illustrated embodiment is configured as described above, and the seismic isolation operation of the bearing device 1 will be described below. At the time of the earthquake, as shown in FIGS.
The upper members A and the lower members B are displaced in the same direction in order to transmit the earthquake displacement to the upper members A by integrally moving the sliding members 3 and 4 constituting Is done.

【0036】滑り支承2を構成する滑り部材3,4の滑
動が許容されたとき、復元材5を中心として、上下の支
持部材6a,6bを任意方向に繰り返し変位させ、水平
方向の応力(横揺れ)を減衰するので、上部構造体Aに
付与される横揺れが軽減される。上部支持部材6aが任
意方向に変位したとき、その内側に配設した復元材5に
上部支持部材6a及び下部支持部材6bが当接し、予め
設定した変位量Wに規制される。
When the sliding members 3 and 4 constituting the sliding bearing 2 are allowed to slide, the upper and lower supporting members 6a and 6b are repeatedly displaced in arbitrary directions with the restoring member 5 as a center, and the horizontal stress (horizontal stress) is changed. Since the sway is attenuated, the sway applied to the upper structure A is reduced. When the upper support member 6a is displaced in an arbitrary direction, the upper support member 6a and the lower support member 6b abut against the restoring member 5 disposed inside the upper support member 6a, and the displacement amount W is regulated to a preset displacement amount.

【0037】上部構造体Aが静止するまえに、復元材5
の復元力により、滑り部材3,4の間に生じた変位量W
だけ上部構造体Aを移動させ、上部構造体Aを元の位置
まで復帰させる。同時、滑り部材3を、滑り部材4の中
心に対して略一致する状態に復帰させる。
Before the upper structure A comes to a standstill, the restoring material 5
Displacement W generated between the sliding members 3 and 4 due to the restoring force of
Only the upper structure A is moved, and the upper structure A is returned to the original position. At the same time, the sliding member 3 is returned to a state substantially matching the center of the sliding member 4.

【0038】以上のように、復元材5の復元力により、
生じた変位量Wだけ上部構造体Aを移動させ、上部構造
体Aを元の位置に復帰させるので、上部構造体Aの位置
及び姿勢が安定する。且つ、滑り部材3,4を、相互の
中心が略一致する位置及び状態に復帰するので、従来例
のように支持部材の変位方向及び変位範囲が限定され
ず、全方向(水平方向)に対する変位が許容されるた
め、静止後に於いて、上部構造体Aに付与される全方向
の横揺れを軽減する免震効果が確実に得られる。
As described above, due to the restoring force of the restoring material 5,
Since the upper structure A is moved by the generated displacement W and the upper structure A is returned to the original position, the position and posture of the upper structure A are stabilized. In addition, since the sliding members 3 and 4 return to a position and a state where their centers are substantially coincident with each other, the displacement direction and the displacement range of the support member are not limited as in the conventional example, and the displacement in all directions (horizontal direction). Therefore, the seismic isolation effect of reducing the sway in all directions applied to the upper structure A after the vehicle stands still can be reliably obtained.

【0039】しかも、上部構造体Aの荷重が上下支持部
材6a,6bに付与されているので、復元材5には荷重
が殆ど付与されず、従来例のように復元材5にクリープ
が生じたり、その復元力が低下したりするのを確実に防
止することができ、滑り支承2による免震機能及び復元
材5による復元機能が安定して得られる。
Moreover, since the load of the upper structure A is applied to the upper and lower support members 6a and 6b, almost no load is applied to the restoration member 5, and creep may occur in the restoration member 5 as in the conventional example. The restoring force can be reliably prevented from lowering, and the seismic isolation function of the sliding bearing 2 and the restoring function of the restoring material 5 can be stably obtained.

【0040】さらに、復元材5を中心として、上下の滑
り部材3,4を任意方向に変位すると共に、相互の中心
が略一致する位置及び状態に復帰されると共に、滑り部
材3が任意方向に変位したとき、その内側に配設した復
元材5に滑り部材3が当接し、予め設定した変位量Wに
規制するので、滑り部材3,4が分離したり、支承機能
が損なわれたりするのを確実に防止することができ、機
能の維持及び安定を図ることができる。
Further, the upper and lower sliding members 3 and 4 are displaced in an arbitrary direction with the restoration member 5 as a center, and are returned to a position and a state where their centers are substantially coincident with each other. When displaced, the sliding member 3 comes into contact with the restoring member 5 disposed inside thereof and regulates the displacement amount to a preset amount W, so that the sliding members 3 and 4 are separated or the bearing function is impaired. Can be reliably prevented, and the function can be maintained and stabilized.

【0041】図4、図5、図6は、上下支持部材6a,
6bの外側に、その外周面が囲繞される大きさ及び形状
に形成したリング状の復元材5を配設した第2実施例の
支承装置1を示し、上述と同様に、滑り支承2を構成す
る滑り部材3,4の滑動が許容されたとき、滑り部材3
を任意方向に繰り返し変位させて、上部構造体Aに付与
される横揺れを軽減する。
FIGS. 4, 5, and 6 show upper and lower support members 6a,
The bearing device 1 of the second embodiment in which a ring-shaped restoring material 5 formed in a size and a shape whose outer peripheral surface is surrounded outside the outer peripheral surface of the bearing 6b is shown. When the sliding members 3 and 4 are allowed to slide, the sliding members 3
Is repeatedly displaced in an arbitrary direction to reduce the lateral sway applied to the upper structure A.

【0042】滑り部材3が任意方向に変位したとき、そ
の外側に配設した復元材5に滑り部材3及び上部支持部
材6aと、滑り部材4及び下部支持部材6bが当接し、
予め設定した変位量Wに規制される。且つ、上部構造体
Aが静止するまえに、復元材5の復元力により、上部構
造体Aを元の位置に復帰させるので、上部構造体Aの位
置及び姿勢が安定し、第1実施例と同等の作用効果を奏
することができる。
When the sliding member 3 is displaced in an arbitrary direction, the sliding member 3 and the upper supporting member 6a and the sliding member 4 and the lower supporting member 6b abut against the restoring member 5 disposed outside the sliding member 3,
The displacement W is regulated by a preset displacement W. In addition, before the upper structure A is stopped, the upper structure A is returned to the original position by the restoring force of the restoring material 5, so that the position and posture of the upper structure A are stabilized, and the first embodiment differs from the first embodiment. Equivalent effects can be obtained.

【0043】また、図7に示すように、上下支持部材6
a,6bの外側に、その支持部材6a,6bを中心とし
て複数の復元材5を円周方向に対して所定間隔に隔てて
配設しても、上述と同等の作用効果を奏することができ
る。
Further, as shown in FIG.
Even if a plurality of restoring members 5 are arranged at predetermined intervals in the circumferential direction around the supporting members 6a and 6b outside the a and 6b, the same operation and effect as described above can be achieved. .

【0044】図8、図9は、滑り材3a,4aを中間支
持部材6cの上下端面に固定して構成される滑り部材
3,4を上下に複数積層し、その内周側中心部に復元材
5を配設した第3実施例の支承装置1を示し、滑り部材
3,4を摺動可能に対接して滑り支承2を構成してい
る。
FIG. 8 and FIG. 9 show a plurality of sliding members 3 and 4 formed by fixing the sliding members 3a and 4a to the upper and lower end surfaces of the intermediate support member 6c, and restoring them to the inner peripheral center thereof. 3 shows a bearing device 1 according to a third embodiment in which a member 5 is disposed, and a sliding bearing 2 is formed by slidingly contacting sliding members 3 and 4.

【0045】地震発生時に於いて、滑り支承2を構成す
る滑り部材3,4の滑動が許容されたとき、複数の支持
部材6a,6b,6c又は滑り部材3,4を同一方向又
は任意方向に繰り返し変位させ、任意の方向及び任意の
移動量だけ変位するので、上部構造体Aに付与される横
揺れが大幅に軽減され、免震機能が向上する。
When the sliding members 3 and 4 constituting the sliding bearing 2 are allowed to slide during the occurrence of the earthquake, the plurality of supporting members 6a, 6b and 6c or the sliding members 3 and 4 are moved in the same direction or in any direction. Since it is repeatedly displaced and displaced by an arbitrary direction and an arbitrary amount of movement, the roll applied to the upper structure A is greatly reduced, and the seismic isolation function is improved.

【0046】同時に、複数の滑り部材3,4に生じた変
位量Wだけ移動するので、第2従来例のように一つの滑
り支承を変位するよりも、その変位量Wが大きく、大き
な横揺れを免震する効果が得られる。
At the same time, the sliding members 3 and 4 move by the displacement amount W, so that the displacement amount W is larger than that of displacing one sliding bearing as in the second conventional example, and the roll is large. The effect of seismic isolation is obtained.

【0047】且つ、全段又は任意段の滑り部材3,4が
復元材5に当接し、予め設定した変位量Wに規制され
る。上部構造体Aが静止するまえに、復元材5の復元力
により、複数の滑り支承2に生じた変位量Wだけ上部構
造体Aを移動させ、上部構造体Aを元の位置に復帰する
ので、上部構造体Aの位置及び姿勢が安定し、第1実施
例と同等の作用効果を奏することができる。
In addition, the sliding members 3 and 4 of all or arbitrary stages come into contact with the restoring member 5 and are regulated to the displacement amount W set in advance. Before the upper structure A comes to rest, the restoring force of the restoring material 5 causes the upper structure A to move by the amount of displacement W generated on the plurality of sliding bearings 2 and returns the upper structure A to the original position. The position and posture of the upper structure A are stabilized, and the same operational effects as those of the first embodiment can be obtained.

【0048】また、先述した第2実施例のように、複数
積層した滑り支承2の外側に、その外周面が囲繞される
大きさ及び形状に形成したリング状の復元材5を配設す
るもよく、上述と同等の作用効果を奏することができ
る。
Further, as in the second embodiment described above, a ring-shaped restoring member 5 formed in a size and shape surrounding its outer peripheral surface is arranged outside the plurality of sliding bearings 2. The same operation and effect as described above can be obtained.

【0049】図10、図11は、上段側滑り部材3の外
周縁部と対応する上部アンカープレート7aの下面側周
縁部に、その滑り部材3の変位量Wを規制する規制部8
を連続して形成した第4実施例の支承装置を示し、滑り
支承2を構成する滑り部材3,4の滑動が許容されたと
き、滑り部材3を任意方向に繰り返し変位させて、上部
構造体Aに付与される横揺れを軽減する。
FIGS. 10 and 11 show a regulating portion 8 for regulating the displacement W of the sliding member 3 on the lower peripheral edge of the upper anchor plate 7a corresponding to the outer peripheral edge of the upper sliding member 3.
Is formed continuously, and when the sliding members 3 and 4 constituting the sliding bearing 2 are allowed to slide, the sliding member 3 is repeatedly displaced in an arbitrary direction to form the upper structure. Reduce the rolling applied to A.

【0050】一方に滑り部材3が移動したとき、上部ア
ンカープレート7aに形成した規制部8が、その下段側
に配設した滑り部材4及び支承部材6の外周縁部に当接
し、予め設定した変位量Wに規制されるため、滑り部材
3,4が分離したり、支承機能が損なわれたりするのを
確実に防止することができる。
On the other hand, when the sliding member 3 moves, the regulating portion 8 formed on the upper anchor plate 7a comes into contact with the outer peripheral edges of the sliding member 4 and the supporting member 6 disposed on the lower side thereof, and is set in advance. Since the displacement is regulated by the displacement amount W, it is possible to reliably prevent the sliding members 3 and 4 from separating or the support function from being impaired.

【0051】且つ、上部構造体Aが静止するまえに、復
元材5の復元力により、滑り部材3,4に生じた変位量
Wだけ上部構造体Aを移動させ、上部構造体Aを元の位
置に復帰するので、第1実施例と同等の作用効果を奏す
ることができる。
Before the upper structure A comes to a standstill, the upper structure A is moved by the amount of displacement W generated on the sliding members 3 and 4 by the restoring force of the restoring member 5, and the upper structure A is restored to its original state. Since it returns to the position, the same operation and effect as in the first embodiment can be obtained.

【0052】なお、上述した規制部8を部分的に形成し
てもよく、また、滑り部材4の外周縁部と対応する支持
部材7の上面側周縁部に設けてもよく、上述と同等の作
用効果を奏することができる。
The restricting portion 8 described above may be partially formed, or may be provided on the upper peripheral edge of the support member 7 corresponding to the outer peripheral edge of the sliding member 4. Action and effect can be obtained.

【0053】図12、図13は、複数積層した滑り支承
2に於いて、上段側に配設した滑り部材3,4の外周縁
部と対応する上部支持部材6a及び中間支持部材6cの
下面側周縁部に、その滑り部材3,4の変位量Wを規制
する規制部8を連続して形成した第5実施例の支承装置
1を示し、滑り部材3,4を摺動可能に対接した状態に
配置している。
FIGS. 12 and 13 show the lower and upper supporting members 6a and the intermediate supporting member 6c corresponding to the outer peripheral edges of the sliding members 3 and 4 arranged on the upper side in the plurality of sliding bearings 2. The bearing device 1 of the fifth embodiment in which a regulating portion 8 for regulating the displacement amount W of the sliding members 3 and 4 is continuously formed on the peripheral portion, and the sliding members 3 and 4 are slidably contacted. Are placed in a state.

【0054】滑り支承2を構成する滑り部材3,4の滑
動が許容されたとき、複数の滑り部材3,4を同一方向
又は任意方向に変位させ、上段側に配設した上部支持部
材6a及び中間支持部材6cの規制部8が、その下段側
に配設した中間支持部材6cの外周縁部に当接して、全
段又は任意段の滑り部材3,4を任意方向に変位すると
共に、複数の滑り部材3,4を、予め設定した変位量W
に順次規制(下段側から)する。
When the sliding members 3 and 4 constituting the sliding bearing 2 are allowed to slide, the plurality of sliding members 3 and 4 are displaced in the same direction or an arbitrary direction, and the upper supporting members 6a and The regulating portion 8 of the intermediate support member 6c abuts on the outer peripheral edge of the intermediate support member 6c disposed on the lower stage side, and displaces the sliding members 3 and 4 of all stages or arbitrary stages in arbitrary directions, and The sliding members 3 and 4 are set to a predetermined displacement W
(From the bottom).

【0055】且つ、上部構造体Aが静止するまえに、復
元材5の復元力により、複数の滑り支承2に生じた変位
量Wだけ上部構造体Aを移動させ、上部構造体Aを元の
位置に復帰するので、第3及び第4実施例と同等の作用
効果を奏することができる。
Before the upper structure A comes to a standstill, the upper structure A is moved by the displacement W generated on the plurality of sliding bearings 2 by the restoring force of the restoring material 5, and the upper structure A is restored to its original state. Since it returns to the position, the same operation and effect as those of the third and fourth embodiments can be obtained.

【0056】なお、上述した規制部8を部分的に形成し
てもよく、また、下段側に配置した中間支持部材6cの
上面側周縁部に設けてもよく、上述と同等の作用効果を
奏することができる。
The above-mentioned regulating portion 8 may be partially formed, or may be provided on the peripheral portion on the upper surface side of the intermediate supporting member 6c disposed on the lower side, and the same operation and effect as described above can be obtained. be able to.

【0057】また、第4及び第5実施例を構成する滑り
支承2の外側に、リング状の復元材5又は複数の復元材
5を配設してもよく、第2実施例と同等の作用効果を奏
することができる。
Further, a ring-shaped restoring member 5 or a plurality of restoring members 5 may be disposed outside the sliding bearing 2 constituting the fourth and fifth embodiments, and the same operation as in the second embodiment. The effect can be achieved.

【0058】なお、この発明は、上述の実施例の構成の
みに限定されるものではない。
The present invention is not limited to the configuration of the above embodiment.

【0059】上述した第1乃至第5実施例では、リング
状又は円板形に形成した滑り支承2が用いられている
が、例えば、楕円形、四角形、多角形又はその他の類似
する形状等の任意形状に形成した滑り支承2を用いても
よく、実施例の形状のみに限定されるものではない。
In the above-described first to fifth embodiments, the ring-shaped or disk-shaped sliding bearing 2 is used. However, for example, an elliptical, square, polygonal or other similar shape is used. The slide bearing 2 formed in an arbitrary shape may be used, and is not limited to the shape of the embodiment.

【0060】また、上下の滑り部材3,4を構成する上
下段の中間支持部材6c…に対してその外径上下反対に
形成し対接させてもよく、上述した実施例と同等の作用
効果が得られる。
The upper and lower intermediate supporting members 6c constituting the upper and lower sliding members 3 and 4 may be formed so as to be opposed to the outer diameter of the upper and lower intermediate supporting members 6c. Is obtained.

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

【図1】 第1実施例の支承装置を示す側面図。FIG. 1 is a side view showing a bearing device according to a first embodiment.

【図2】 復元材による上部構造体の復帰動作を示す側
面図。
FIG. 2 is a side view showing a returning operation of the upper structure by a restoring material.

【図3】 滑り支承の内側に復元材を配設した状態を示
す平面図。
FIG. 3 is a plan view showing a state in which a restoring material is provided inside the sliding bearing.

【図4】 第2実施例の支承装置を示す側面図。FIG. 4 is a side view showing a bearing device according to a second embodiment.

【図5】 復元材による上部構造体の復帰動作を示す側
面図。
FIG. 5 is a side view showing a returning operation of the upper structure by the restoration material.

【図6】 滑り支承の外側に復元材を配設した状態を示
す平面図。
FIG. 6 is a plan view showing a state in which a restoring material is provided outside the sliding bearing.

【図7】 滑り支承の外側に復元材を複数配設した状態
を示す平面図。
FIG. 7 is a plan view showing a state where a plurality of restoring members are arranged outside the sliding bearing.

【図8】 第3実施例の支承装置を示す側面図。FIG. 8 is a side view showing a bearing device according to a third embodiment.

【図9】 復元材による上部構造体の復帰動作を示す側
面図。
FIG. 9 is a side view showing a returning operation of the upper structure by the restoration material.

【図10】 第4実施例の支承装置を示す側面図。FIG. 10 is a side view showing a bearing device according to a fourth embodiment.

【図11】 復元材による上部構造体の復帰動作を示す
側面図。
FIG. 11 is a side view showing the returning operation of the upper structure by the restoration material.

【図12】 第5実施例の支承装置を示す側面図。FIG. 12 is a side view showing a bearing device according to a fifth embodiment.

【図13】 復元材による上部構造体の復帰動作を示す
側面図。
FIG. 13 is a side view showing a returning operation of the upper structure by the restoration material.

【図14】 第1従来例の支承装置を示す側面図。FIG. 14 is a side view showing a bearing device of a first conventional example.

【図15】 第2従来例の支承装置を示す側面図。FIG. 15 is a side view showing a bearing device of a second conventional example.

【図16】 第3従来例の支承装置を示す側面図。FIG. 16 is a side view showing a bearing device of a third conventional example.

【符号の説明】[Explanation of symbols]

A…上部構造体 B…下部構造体 W…変位量 1…支承装置 2…滑り支承 3,4…滑り部材 5…復元材 6a,6b,6c…支持部材 7a,7b…アンカープレート 8…規制部 A: Upper structure B: Lower structure W: Displacement amount 1: Bearing device 2: Sliding bearing 3, 4, Sliding member 5: Restoring material 6a, 6b, 6c: Support member 7a, 7b: Anchor plate 8: Regulator

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】上部構造体に固定される上部アンカープレ
ートと下部構造体に固定される下部アンカープレートを
有し、上部アンカープレートと下部アンカープレートの
間に滑り部材が配置される支承装置であって、上端面を
上部アンカープレート下面に下端面を下部アンカープレ
ート上面に固定された復元材を有し、且つ、該復元材か
ら所定間隔を離した位置に、該上部アンカープレート下
面に上端面が固定された上部支持部材と該下部アンカー
プレート上面に下端面が固定された下部支持部材を有
し、該上部支持部材の下面と該下部支持部材の上面とが
滑り部材を介して滑動可能に対接していることを特徴と
する支承装置。
1. A bearing device having an upper anchor plate fixed to an upper structure and a lower anchor plate fixed to a lower structure, wherein a sliding member is arranged between the upper anchor plate and the lower anchor plate. A restoring material having an upper end surface fixed to the lower surface of the upper anchor plate and a lower end surface fixed to the upper surface of the lower anchor plate, and an upper end surface formed on the lower surface of the upper anchor plate at a predetermined distance from the restoring material. A fixed upper support member and a lower support member having a lower end surface fixed to an upper surface of the lower anchor plate, wherein a lower surface of the upper support member and an upper surface of the lower support member are slidably connected via a sliding member. A bearing device characterized by being in contact with.
【請求項2】上記上部支持部材及び上記下部支持部材
が、上記復元材の外周を囲繞して配設したことを特徴と
する請求項1記載の支承装置。
2. The bearing device according to claim 1, wherein said upper support member and said lower support member are disposed so as to surround an outer periphery of said restoration member.
【請求項3】上記復元材が、上記上部支持部材及び上記
下部支持部材の外周を囲繞して配設したことを特徴とす
る請求項1記載の支承装置。
3. The bearing device according to claim 1, wherein the restoring member is disposed so as to surround the outer periphery of the upper support member and the lower support member.
【請求項4】上記上部支持部材と上記下部支持部材の間
に介設される滑り部材が複数層から成ることを特徴とす
る請求項1,2又は3記載の支承装置。
4. The bearing device according to claim 1, wherein the sliding member interposed between the upper supporting member and the lower supporting member comprises a plurality of layers.
【請求項5】上記上部支持部材と上記下部支持部材及び
上記滑り部材に、上記滑り部材の変位量を規制する規制
部を設けたことを特徴する請求項1,2,3又は4記載
の支承装置。
5. The bearing according to claim 1, wherein said upper support member, said lower support member and said sliding member are provided with regulating portions for regulating the displacement of said sliding member. apparatus.
JP14242298A 1998-05-25 1998-05-25 Bearing device Expired - Fee Related JP4118387B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14242298A JP4118387B2 (en) 1998-05-25 1998-05-25 Bearing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14242298A JP4118387B2 (en) 1998-05-25 1998-05-25 Bearing device

Publications (2)

Publication Number Publication Date
JPH11336201A true JPH11336201A (en) 1999-12-07
JP4118387B2 JP4118387B2 (en) 2008-07-16

Family

ID=15314969

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14242298A Expired - Fee Related JP4118387B2 (en) 1998-05-25 1998-05-25 Bearing device

Country Status (1)

Country Link
JP (1) JP4118387B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002364704A (en) * 2001-06-08 2002-12-18 Safety Techno:Kk Sliding bearing type base isolation device
JP2010006605A (en) * 2008-05-26 2010-01-14 Daifuku Co Ltd Base-isolating device for load support
CN101892629A (en) * 2010-07-09 2010-11-24 中国建筑科学研究院 Variable-rigidity shock insulation support
JP2014047910A (en) * 2012-09-04 2014-03-17 Tokkyokiki Corp Sliding type base isolation device
JP2015045348A (en) * 2013-08-27 2015-03-12 株式会社ビービーエム Triple surface slide supporting device for structure
JP2017009040A (en) * 2015-06-23 2017-01-12 Jfeスチール株式会社 Seismic isolator

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61192941A (en) * 1985-02-20 1986-08-27 Toshiba Corp Vibration avoiding device for structure
JPS62148777A (en) * 1985-12-24 1987-07-02 鹿島建設株式会社 Structure support apparatus
JPH0868234A (en) * 1994-08-30 1996-03-12 Bridgestone Corp Seismic isolator
JPH0914345A (en) * 1995-06-28 1997-01-14 Nitta Ind Corp Base isolation device for light load
JPH09242375A (en) * 1996-03-05 1997-09-16 Nitta Ind Corp Vibration isolating device for light load
JPH1046867A (en) * 1996-07-31 1998-02-17 Fumio Hayashi Earthquake-resisting device
JPH1061250A (en) * 1996-08-23 1998-03-03 Fumio Hayashi Earthquake-resisting device and aggregate thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61192941A (en) * 1985-02-20 1986-08-27 Toshiba Corp Vibration avoiding device for structure
JPS62148777A (en) * 1985-12-24 1987-07-02 鹿島建設株式会社 Structure support apparatus
JPH0868234A (en) * 1994-08-30 1996-03-12 Bridgestone Corp Seismic isolator
JPH0914345A (en) * 1995-06-28 1997-01-14 Nitta Ind Corp Base isolation device for light load
JPH09242375A (en) * 1996-03-05 1997-09-16 Nitta Ind Corp Vibration isolating device for light load
JPH1046867A (en) * 1996-07-31 1998-02-17 Fumio Hayashi Earthquake-resisting device
JPH1061250A (en) * 1996-08-23 1998-03-03 Fumio Hayashi Earthquake-resisting device and aggregate thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002364704A (en) * 2001-06-08 2002-12-18 Safety Techno:Kk Sliding bearing type base isolation device
JP2010006605A (en) * 2008-05-26 2010-01-14 Daifuku Co Ltd Base-isolating device for load support
CN101892629A (en) * 2010-07-09 2010-11-24 中国建筑科学研究院 Variable-rigidity shock insulation support
JP2014047910A (en) * 2012-09-04 2014-03-17 Tokkyokiki Corp Sliding type base isolation device
JP2015045348A (en) * 2013-08-27 2015-03-12 株式会社ビービーエム Triple surface slide supporting device for structure
JP2017009040A (en) * 2015-06-23 2017-01-12 Jfeスチール株式会社 Seismic isolator

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