JP2000345622A - Slide support device - Google Patents

Slide support device

Info

Publication number
JP2000345622A
JP2000345622A JP11158004A JP15800499A JP2000345622A JP 2000345622 A JP2000345622 A JP 2000345622A JP 11158004 A JP11158004 A JP 11158004A JP 15800499 A JP15800499 A JP 15800499A JP 2000345622 A JP2000345622 A JP 2000345622A
Authority
JP
Japan
Prior art keywords
sliding
bearing
plate
bearing device
slide
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.)
Withdrawn
Application number
JP11158004A
Other languages
Japanese (ja)
Inventor
Ikuko Sashita
郁子 指田
Naoki Kato
直樹 加藤
Shigeo Fukuda
滋夫 福田
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.)
SWCC Corp
Original Assignee
Showa Electric Wire and Cable Co
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 Showa Electric Wire and Cable Co filed Critical Showa Electric Wire and Cable Co
Priority to JP11158004A priority Critical patent/JP2000345622A/en
Publication of JP2000345622A publication Critical patent/JP2000345622A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To reduce the coefficient of friction of a slide surface with a simple constitution. SOLUTION: In order to isolate the vibration of a footing 2 of a building and a concrete foundation 3 in a relatively displaceable manner to each other, laminate rubber support body 4 is fixed to the footing 2, a slide part 5 on which the laminate rubber support body 4 is placed is fixed to the concrete foundation, respectively, a sliding material 7 is provided on a slide surface 4a of the laminate rubber support body 4, and the slide surface 4a of the laminate rubber support body 4 is pressed against a slide surface 5a of the slide part 5 through water 10. Since water 10 of extremely small amount enters between the sliding material 7 and slide plate 4, the coefficient of friction of the slide surface can be reduced. A liquid filling wall 11 to movably support the laminate rubber support body 4 placed on the slide part 5 is fixed to the slide part 5 in a watertight manner. In addition, an expansion cover 12 is placed between the liquid filling wall 11 and the laminate rubber support body 4.

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】この発明は建築物や精密機器
等の免震、除振あるいは防振のために使用される滑り支
承装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sliding bearing device used for seismic isolation, vibration isolation or vibration isolation of buildings and precision equipment.

【0002】[0002]

【従来の技術】従来、建築物や精密機器等を免震、除振
あるいは防振するために、例えば図3に示すような滑り
支承装置が採用されている。この滑り支承装置は、建築
物20に固定される積層ゴム支承体21と、コンクリー
ト基礎30に予め固定されたベースプレート22上に設
置される滑り板23とを備え、積層ゴム支承体21の下
部鋼板21Aには低摩擦材24が固定されている。
2. Description of the Related Art Conventionally, a sliding bearing device as shown in FIG. 3, for example, has been employed for seismic isolation, vibration isolation or vibration isolation of buildings, precision equipment, and the like. The sliding bearing device includes a laminated rubber bearing 21 fixed to a building 20 and a sliding plate 23 installed on a base plate 22 fixed to a concrete foundation 30 in advance, and a lower steel plate of the laminated rubber bearing 21. A low friction material 24 is fixed to 21A.

【0003】このように構成された滑り支承装置におい
ては、通常時には積層ゴム支承体21が建築物20の鉛
直荷重を座屈することなく支承し、中小地震時には積層
ゴム支承体21が水平変形して地震力を吸収し、大地震
時には積層ゴム支承体21が水平変形量を超え、さら
に、積層ゴム支承体21に加わる水平荷重が摩擦力を超
えるので、当該積層ゴム支承体21の下部鋼板21Aに
固定された低摩擦材24が滑り板23上を摺動すること
になる。なお、低摩擦材24および滑り板23が互いに
相対変位した時の摩擦係数は、0.06〜0.13が通
常の値として知られている。
In the sliding bearing device thus constructed, the laminated rubber bearing 21 normally supports the vertical load of the building 20 without buckling, and the laminated rubber bearing 21 horizontally deforms during a small or medium-sized earthquake. Absorb the seismic force, and in the event of a large earthquake, the laminated rubber bearing 21 exceeds the amount of horizontal deformation, and the horizontal load applied to the laminated rubber bearing 21 exceeds the frictional force, so that the lower steel plate 21A of the laminated rubber bearing 21 The fixed low friction material 24 slides on the slide plate 23. The friction coefficient when the low friction material 24 and the sliding plate 23 are relatively displaced from each other is known to be 0.06 to 0.13 as a normal value.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、このよ
うな滑り支承装置では、低摩擦材24および滑り板23
の滑り面の摩擦係数が高いと大地震時においても滑りが
発生しないので、免震効果を発揮することができない。
また、低摩擦材24および滑り板23の滑り面の低摩擦
係数化を図るには、滑り板23の滑り面に特殊加工を施
したり、あるいは低摩擦材24に特殊材料を用いたりし
なければならない等、各種の専門技術が必要となるの
で、製造原価が割高になる。さらに、滑り板23の滑り
面の状態が埃等の付着や発錆等により変化すると、摩擦
係数が変化して地震時における建物の応答加速度が大き
くなるなど、設計時に設定した性能とは異なった挙動を
示すことになり、耐久性の面において難点があった。
However, in such a sliding bearing device, the low friction material 24 and the sliding plate 23 are provided.
If the coefficient of friction of the sliding surface is high, slip does not occur even during a large earthquake, so that the seismic isolation effect cannot be exhibited.
Further, in order to reduce the friction coefficient of the low friction material 24 and the sliding surface of the sliding plate 23, special processing must be performed on the sliding surface of the sliding plate 23, or a special material must be used for the low friction material 24. Since various specialized techniques are required, such as not being necessary, the manufacturing cost is high. Further, when the state of the sliding surface of the sliding plate 23 changes due to adhesion of dust or the like or rust, the coefficient of friction changes and the response acceleration of the building during an earthquake increases. It exhibited behavior, and there was a problem in durability.

【0005】本発明は、このような従来の難点を解決す
るためになされたもので、簡易な構成で滑り面の摩擦係
数を小さくできる滑り支承装置を提供することを目的と
する。
SUMMARY OF THE INVENTION The present invention has been made to solve such a conventional problem, and an object of the present invention is to provide a sliding bearing device which can reduce the friction coefficient of a sliding surface with a simple structure.

【0006】[0006]

【課題を解決するための手段】このような目的を達成す
る本発明の滑り支承装置は、上部構造体と下部構造体と
を互いに相対変位可能に振動絶縁するために、上部構造
体には支承体が、下部構造体には支承体が載置される滑
り板がそれぞれ固定され、且つ支承体の滑り面には滑り
材が設けられている滑り支承装置において、支承体の滑
り面と滑り板の滑り面とは摩擦係数を低下させる流動体
を介して圧接されているものである。
SUMMARY OF THE INVENTION In order to achieve the above object, a sliding bearing device according to the present invention has a structure in which a bearing is attached to an upper structure so that the upper structure and the lower structure are vibrationally insulated relative to each other. A sliding bearing device in which a sliding body on which a bearing body is mounted is fixed to a lower structure and a sliding member is provided on a sliding surface of the bearing body, wherein the sliding surface of the bearing body and the sliding plate are provided. The sliding surface is pressed by a fluid that reduces the coefficient of friction.

【0007】このような滑り支承装置によれば、大地震
時に支承体に加わる水平荷重が摩擦力を超えることによ
り支承体が滑り板上を摺動するが、支承体の滑り材と滑
り板との間に極微量の流動体が浸入することになるの
で、滑り面の摩擦係数を低下させることができる。
[0007] According to such a sliding bearing device, the bearing body slides on the sliding plate due to the horizontal load applied to the bearing body during a large earthquake exceeding the frictional force. During this time, a very small amount of fluid enters, so that the friction coefficient of the sliding surface can be reduced.

【0008】また、本発明の滑り支承装置において滑り
板上には、当該滑り板に載置された支承体を移動可能に
囲繞する流動体充填壁が水密に固定されていてもよい。
これにより、流動体充填壁内において圧接されている支
承体および滑り板の各滑り面を、摩擦係数を低下させる
流動体に浸すことができる。
[0008] In the sliding bearing device of the present invention, a fluid-filled wall movably surrounding the bearing body mounted on the sliding plate may be fixed on the sliding plate in a watertight manner.
Thereby, the sliding surfaces of the bearing body and the sliding plate which are pressed against each other in the fluid filling wall can be immersed in the fluid whose friction coefficient is reduced.

【0009】また、本発明の滑り支承装置においては、
摩擦係数を低下させる流動体を滑り板上に散布する散布
器が設置されていてもよい。これにより、滑り板の表面
の流動体が蒸発しても、定期的または連続的に流動体を
補給することができる。
[0009] In the sliding bearing device of the present invention,
A sprayer for spraying the fluid for reducing the friction coefficient on the slide plate may be provided. Thereby, even if the fluid on the surface of the slide plate evaporates, the fluid can be replenished periodically or continuously.

【0010】また、本発明の滑り支承装置において摩擦
係数を低下させる流動体は、少なくとも2種類以上の流
動体でもよい。これにより、例えば、流動体充填壁内に
水を充填し、さらに油を充填すると、比重差によりこれ
ら液体が2層に分離するので、上層の油で埃等の混入を
防止することができ、下層の水で摩擦係数を低下させこ
とができるようになる。
[0010] Further, in the sliding bearing device of the present invention, at least two types of fluids may be used as the fluid for reducing the friction coefficient. Thereby, for example, when the fluid filling wall is filled with water and further filled with oil, these liquids are separated into two layers due to a difference in specific gravity, so that it is possible to prevent dust and the like from being mixed in the upper layer oil, The coefficient of friction can be reduced by the water in the lower layer.

【0011】また、本発明の滑り支承装置において流動
体充填壁と支承体との間には伸縮カバーが覆設されると
よい。これにより、流動体への異物混入を防ぐことがで
きる。
Further, in the sliding bearing device of the present invention, it is preferable that a telescopic cover is provided between the fluid filling wall and the bearing body. Thereby, it is possible to prevent foreign substances from being mixed into the fluid.

【0012】[0012]

【発明の実施の形態】以下、本発明の滑り支承装置にお
ける好ましい実施の形態例について、図面を参照して説
明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of a sliding bearing device according to the present invention will be described below with reference to the drawings.

【0013】本発明の滑り支承装置は上部構造体と下部
構造体とを互いに相対変位可能に振動絶縁するもので、
図1に示すように、上部構造体である建築物のフーチン
グ2に固定される積層ゴム支承体4と、下部構造体であ
るコンクリート基礎3に固定される滑り板5とを備え、
建築物のフーチング2に固定された積層ゴム支承体4は
コンクリート基礎3に固定された滑り板5上に載置され
ている。
[0013] The sliding bearing device of the present invention vibrationally insulates the upper structure and the lower structure so that they can be displaced relative to each other.
As shown in FIG. 1, a laminated rubber bearing 4 fixed to a footing 2 of a building as an upper structure, and a slide plate 5 fixed to a concrete foundation 3 as a lower structure,
A laminated rubber bearing 4 fixed to a footing 2 of a building is placed on a sliding plate 5 fixed to a concrete foundation 3.

【0014】積層ゴム支承体4は、上部連結鋼板41と
下部連結鋼板42との間にゴム層43と中間鋼板44と
が積層成型された積層ゴム体40を備え、この上部連結
鋼板41の表面に上部取付板6が、下部連結鋼板42の
表面に滑り材7がそれぞれ固定されている。ゴム層43
には、弾性機能に優れた天然ゴムまたはクロロプレンゴ
ム等の合成ゴムが用いられ、また、上部連結鋼板41、
下部連結鋼板42および中間鋼板44には、ゴム層43
との付着性から、通常は鋼板を用いるが、ニッケル板、
銅板、黄銅板またはニッケルメッキ、銅メッキ、黄銅メ
ッキを施した鋼板を使用することもできる。なお、積層
ゴム支承体4の積層成型は加硫接着が好ましいが、非接
着、部分接着または後接着してもよい。また、積層ゴム
体40としては中間鋼板露出型もしくは中間鋼板被覆型
の何れを用いてもよい。
The laminated rubber bearing 4 has a laminated rubber body 40 formed by laminating a rubber layer 43 and an intermediate steel plate 44 between an upper connecting steel plate 41 and a lower connecting steel plate 42. , An upper mounting plate 6 and a sliding member 7 are fixed to the surface of the lower connecting steel plate 42, respectively. Rubber layer 43
The synthetic rubber such as natural rubber or chloroprene rubber excellent in elasticity is used for the upper connecting steel plate 41,
A rubber layer 43 is provided on the lower connecting steel plate 42 and the intermediate steel plate 44.
Usually, a steel plate is used because of its adhesiveness with a nickel plate,
A copper plate, a brass plate, or a steel plate subjected to nickel plating, copper plating, or brass plating can also be used. The laminated molding of the laminated rubber support 4 is preferably vulcanized, but may be non-adhered, partially adhered, or post-adhered. Further, as the laminated rubber body 40, any of an exposed intermediate steel plate type and a coated intermediate steel plate type may be used.

【0015】上部取付板6は建築物のフーチング2に固
着されている上部ベースプレート8に固定され、滑り材
7は予めコンクリート基礎3に所定深さまで埋設された
下部ベースプレート9上に固定される滑り板5に圧接さ
れている。
The upper mounting plate 6 is fixed to an upper base plate 8 fixed to the footing 2 of the building, and the sliding material 7 is fixed to a lower base plate 9 buried in the concrete foundation 3 to a predetermined depth in advance. 5 is pressed.

【0016】このような積層ゴム支承体4の滑り面4a
と滑り板5の滑り面5aとは、摩擦係数を低下させる流
動体である水10を介して圧接されている。具体的には
滑り板5上に、当該滑り板5に載置された積層ゴム支承
体4を移動可能に囲繞する液体充填壁11が水密に固定
され、この液体充填壁11内に水10が充填されてい
る。これにより、液体充填壁11内において圧接されて
いる積層ゴム支承体4および滑り板5の各滑り面4a、
5aを水に浸すことができることから、滑り材7と滑り
板5との間に極微量の水10が浸入することになるの
で、滑り面の摩擦係数を低下させることができる。ま
た、滑り板5の表面全体を水10で覆うことにより、外
部からの埃の侵入や滑り板5の表面の変質を防ぐことが
できるので、滑り板5や滑り材7の耐久性が向上する。
The sliding surface 4a of such a laminated rubber bearing 4
The sliding surface 5a of the sliding plate 5 is pressed against the sliding surface 5a via water 10, which is a fluid that reduces the coefficient of friction. Specifically, a liquid-filled wall 11 that movably surrounds the laminated rubber bearing body 4 placed on the slide plate 5 is fixed on the slide plate 5 in a watertight manner, and water 10 is contained in the liquid-filled wall 11. Is filled. Thereby, each sliding surface 4a of the laminated rubber bearing body 4 and the sliding plate 5 which are pressed against each other in the liquid filling wall 11,
Since 5a can be immersed in water, a very small amount of water 10 enters between the sliding member 7 and the sliding plate 5, so that the friction coefficient of the sliding surface can be reduced. In addition, by covering the entire surface of the sliding plate 5 with the water 10, it is possible to prevent intrusion of dust from the outside and deterioration of the surface of the sliding plate 5, thereby improving the durability of the sliding plate 5 and the sliding material 7. .

【0017】なお、滑り板5および滑り材7の材料とし
ては、水による発錆を考慮してステンレス鋼が好ましい
が、剛性を保つことができれば、エンジニアプラスチッ
クや非鉄金属等を用いることもできる。また、下部連結
鋼板42の発錆等を考慮して、水10の充填量は当該下
部連結鋼板42を浸さないようにすることが好ましい。
さらに、液体充填壁11内に充填されている水10への
異物混入を防ぐために、液体充填壁11と積層ゴム支承
体4との間に伸縮カバー12を覆設させるとよい。これ
により、水10への異物混入を防ぐことができる。
As the material of the sliding plate 5 and the sliding material 7, stainless steel is preferable in consideration of rusting caused by water. However, if rigidity can be maintained, engineering plastics or non-ferrous metals can be used. Further, in consideration of rusting of the lower connecting steel plate 42 and the like, it is preferable that the filling amount of the water 10 does not soak the lower connecting steel plate 42.
Further, in order to prevent foreign matter from being mixed into the water 10 filled in the liquid filling wall 11, a telescopic cover 12 may be provided between the liquid filling wall 11 and the laminated rubber support 4. Thereby, it is possible to prevent foreign matter from entering the water 10.

【0018】このように構成された滑り支承装置1は、
通常時には積層ゴム支承体4が建築物の鉛直荷重を座屈
することなく支承している。また、中小地震時には積層
ゴム支承体4が水平変形して地震力を吸収する。この
際、摩擦力により積層ゴム支承体4の滑り材7と滑り板
5とには滑りが生じない。さらに、大地震時には積層ゴ
ム支承体4が水平変形量を超え、且つ積層ゴム支承体4
に加わる水平荷重が摩擦力を超えるので、当該積層ゴム
支承体4は滑り板5上を摺動することができる。この
際、積層ゴム支承体4の滑り材7と滑り板5との間に極
微量の水10が浸入することになるので、滑り面4a、
5aの摩擦係数を低下させることができる。したがっ
て、水平荷重−水平変位の履歴曲線は、低い剛性と大き
な変形とを示すことになるので、免震等の周期を長周期
化させることができる。
The sliding bearing device 1 configured as described above has the following features.
Normally, the laminated rubber bearing 4 supports the vertical load of the building without buckling. Further, at the time of a small-to-medium-sized earthquake, the laminated rubber bearing 4 is horizontally deformed to absorb the seismic force. At this time, no sliding occurs between the sliding member 7 and the sliding plate 5 of the laminated rubber support 4 due to the frictional force. Further, at the time of a large earthquake, the laminated rubber bearing 4 exceeds the amount of horizontal deformation, and the laminated rubber bearing 4
Since the horizontal load applied to the member exceeds the frictional force, the laminated rubber bearing member 4 can slide on the slide plate 5. At this time, since a very small amount of water 10 enters between the sliding member 7 of the laminated rubber support 4 and the sliding plate 5, the sliding surface 4a,
5a can be reduced. Therefore, the history curve of horizontal load-horizontal displacement indicates low rigidity and large deformation, so that the period of seismic isolation or the like can be made longer.

【0019】これにより、滑り材7および滑り板5自体
の摩擦係数が高くても、滑り面4a、5aの摩擦係数を
低下させることができる。また、滑り板5の滑り面5a
に特殊加工を施したり、滑り材7に特殊材料を用いたり
しなくても、滑り面4a、5aの摩擦係数を低下させる
ことができる。さらに、液体充填壁11と積層ゴム支承
体4との間に伸縮カバー12を覆設させることにより水
10への異物混入を防いでいるので、耐久性を向上させ
ることができる。
Thus, even if the friction coefficient of the sliding member 7 and the sliding plate 5 itself is high, the friction coefficient of the sliding surfaces 4a, 5a can be reduced. The sliding surface 5a of the sliding plate 5
, And the friction coefficient of the sliding surfaces 4a and 5a can be reduced without using special processing for the sliding member 7 or using a special material for the sliding member 7. Furthermore, since the elastic cover 12 is provided between the liquid filling wall 11 and the laminated rubber support 4 to prevent foreign matter from entering the water 10, the durability can be improved.

【0020】なお、本発明の実施の形態例においては、
流動体に水を用いていたが、これに限らず、アルコー
ル、油等の液体やあるいはゲル状のものでもよい。ま
た、低温下において用いられることを考慮して、不凍剤
等を混入してもよい。さらに、流動体には、少なくとも
2種類以上の液体を用いてもよい。例えば、液体充填壁
12内に水を充填し、さらに油を充填すると、比重差に
よりこれら液体が2層に分離するので、上層の油で埃等
の混入を防止することができ、下層の水で摩擦係数を低
下させことができるようになる。また、潤滑性のあるエ
マルジョンを用いてもよい。
In the embodiment of the present invention,
Although water is used for the fluid, the invention is not limited to this, and liquid such as alcohol or oil or gel may be used. Further, an antifreeze agent or the like may be mixed in consideration of use at a low temperature. Further, at least two types of liquids may be used for the fluid. For example, when the liquid filling wall 12 is filled with water and further filled with oil, these liquids are separated into two layers due to a difference in specific gravity, so that dust in the upper layer can be prevented from being mixed with the upper layer oil, and the lower layer water can be prevented. Thus, the friction coefficient can be reduced. Further, a lubricating emulsion may be used.

【0021】また、本発明の実施の形態例においては、
積層ゴム支承体4および滑り板5の各滑り面4a、5a
を水に浸していたが、これに限らず、図2に示すよう
に、液体点在(図2(a))や液体噴霧(図2(b))
による水散布でもよく、何れの散布でも摩擦係数を低下
させることができる。なお、この場合、滑り板5の表面
の液体が蒸発しないように、液体を滑り板5上に散布す
る散布器(図示せず)を設置してもよい。これにより、
滑り板5上に定期的または連続的に液体を補給すること
ができるので、滑り板5の表面の液体が蒸発してしまう
ことを防ぐことができる。
In the embodiment of the present invention,
Each sliding surface 4a, 5a of the laminated rubber support 4 and the sliding plate 5
Was immersed in water, but the invention is not limited to this. As shown in FIG. 2, the liquid is scattered (FIG. 2 (a)) and the liquid is sprayed (FIG. 2 (b)).
Water spraying may be used, and any of the spraying methods can reduce the friction coefficient. In this case, a sprayer (not shown) for spraying the liquid on the slide plate 5 may be provided so that the liquid on the surface of the slide plate 5 does not evaporate. This allows
Since the liquid can be supplied to the sliding plate 5 periodically or continuously, it is possible to prevent the liquid on the surface of the sliding plate 5 from evaporating.

【0022】[0022]

【実施例】さらに、以下のような条件で本発明の滑り支
承装置の滑り性能について実験を行った。なお、実験に
は、図1に示すような構造の滑り支承装置を用い、下部
ベースプレート9には一般構造用圧延鋼材(SS40
0)、滑り板5にはステンレス鋼(SUS304)、滑
り材7にはポリテトラフルオロエチレン(PTFE)、
流動体には水10をそれぞれ使用した。
EXAMPLES Further, an experiment was conducted on the sliding performance of the sliding bearing device of the present invention under the following conditions. In the experiment, a sliding bearing device having a structure as shown in FIG. 1 was used, and the lower base plate 9 was made of a rolled steel material for general structure (SS40).
0), stainless steel (SUS304) for the sliding plate 5, polytetrafluoroethylene (PTFE) for the sliding material 7,
Water 10 was used for each fluid.

【0023】実験の結果、水を充填する前においては動
摩擦係数が0.10であったのに対し、水を充填すると
動摩擦係数が0.04になった。この結果、積層ゴム支
承体4および滑り板5の各滑り面4a、5aを水に浸す
と、動摩擦係数が低下することが確認できた。
As a result of the experiment, the coefficient of kinetic friction was 0.10 before filling with water, whereas the coefficient of kinetic friction became 0.04 when filling with water. As a result, it was confirmed that when the sliding surfaces 4a, 5a of the laminated rubber support 4 and the sliding plate 5 were immersed in water, the dynamic friction coefficient was reduced.

【0024】[0024]

【発明の効果】以上、説明したように、本発明の滑り支
承装置によれば、流動体を滑り材と滑り板との間に侵入
させることにより、滑り板に特殊な加工を施さなくても
よく、また、滑り材にノウハウ等の必要な特殊な材料を
用いなくても摩擦係数を小さくすることができる。これ
により、簡易な構成で摩擦係数を小さくすることができ
るので、低コストな装置を供給できるようになると共
に、適用範囲が広くなる。
As described above, according to the sliding bearing device of the present invention, by injecting the fluid between the sliding material and the sliding plate, the sliding plate does not need to be specially processed. In addition, the friction coefficient can be reduced without using a special material such as know-how as a sliding material. As a result, the coefficient of friction can be reduced with a simple configuration, so that a low-cost device can be supplied and the range of application can be widened.

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

【図1】本発明の滑り支承装置における好ましい実施の
形態例を示す説明図。
FIG. 1 is an explanatory view showing a preferred embodiment of a sliding bearing device according to the present invention.

【図2】滑り板上への液体散布の状態を示す図で、
(a)は液体点在の説明図、(b)は噴霧の説明図。
FIG. 2 is a view showing a state of spraying a liquid on a sliding plate;
(A) is an explanatory view of the liquid scattered, (b) is an explanatory view of the spray.

【図3】従来の滑り支承装置を示す説明図。FIG. 3 is an explanatory view showing a conventional slide bearing device.

【符号の説明】[Explanation of symbols]

1・・・・・滑り支承装置 2・・・・・建築物のフーチング(上部構造体) 3・・・・・コンクリート基礎(下部構造体) 4・・・・・積層ゴム支承体 4a・・・・・滑り面 5・・・・・滑り板 7・・・・滑り材 10・・・・・水(流動体) 11・・・・・液体充填壁(流動体充填壁) 12・・・・・伸縮カバー 1 ... Sliding bearing device 2 ... Footing of building (upper structure) 3 ... Concrete foundation (lower structure) 4 ... Laminated rubber bearing 4a ... ... Sliding surface 5 ... Sliding plate 7 ... Sliding material 10 ... Water (fluid) 11 ... Liquid filling wall (fluid filling wall) 12 ... ..Expandable covers

───────────────────────────────────────────────────── フロントページの続き (72)発明者 福田 滋夫 神奈川県川崎市川崎区小田栄2丁目1番1 号 昭和電線電纜株式会社内 Fターム(参考) 3J048 BA08 BG04 DA03 EA38  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Shigeo Fukuda 2-1-1, Sakae Oda, Kawasaki-ku, Kawasaki-shi, Kanagawa F-term in Showa Electric Wire & Cable Co., Ltd. 3J048 BA08 BG04 DA03 EA38

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】上部構造体と下部構造体とを互いに相対変
位可能に振動絶縁するために、前記上部構造体には支承
体が、前記下部構造体には前記支承体が載置される滑り
板がそれぞれ固定され、且つ前記支承体の滑り面には滑
り材が設けられている滑り支承装置において、 前記支承体の前記滑り面と前記滑り板の滑り面とは摩擦
係数を低下させる流動体を介して圧接されていることを
特徴とする滑り支承装置。
1. A sliding member on which a bearing is mounted on the upper structure and a bearing on which the bearing is mounted is mounted on the lower structure in order to insulate the upper structure and the lower structure so that they can be displaced relative to each other. A sliding bearing device in which a plate is fixed, and a sliding material is provided on a sliding surface of the bearing, wherein the sliding surface of the bearing and the sliding surface of the sliding plate reduce a coefficient of friction. A sliding bearing device, which is pressed into contact with the sliding bearing device.
【請求項2】前記滑り板上には当該滑り板に載置された
前記支承体を移動可能に囲繞する流動体充填壁が水密に
固定されていることを特徴とする請求項1記載の滑り支
承装置。
2. A sliding body according to claim 1, wherein a fluid-filled wall movably surrounding said support mounted on said sliding board is fixed on said sliding board in a watertight manner. Bearing device.
【請求項3】前記摩擦係数を低下させる流動体を前記滑
り板上に散布する散布器が設置されていることを特徴と
する請求項1または2記載の滑り支承装置。
3. The slide bearing device according to claim 1, further comprising a sprayer for spraying the fluid for reducing the coefficient of friction on the slide plate.
【請求項4】前記摩擦係数を低下させる流動体は、少な
くとも2種類以上の液体であることを特徴とする請求項
2または3記載の滑り支承装置。
4. The sliding bearing device according to claim 2, wherein the fluid that reduces the coefficient of friction is at least two kinds of liquids.
【請求項5】前記流動体充填壁と前記支承体との間には
伸縮カバーが覆設されることを特徴とする請求項2、3
または4記載の滑り支承装置。
5. A telescopic cover is provided between the fluid filling wall and the support body.
Or the sliding bearing device according to 4.
JP11158004A 1999-06-04 1999-06-04 Slide support device Withdrawn JP2000345622A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11158004A JP2000345622A (en) 1999-06-04 1999-06-04 Slide support device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11158004A JP2000345622A (en) 1999-06-04 1999-06-04 Slide support device

Publications (1)

Publication Number Publication Date
JP2000345622A true JP2000345622A (en) 2000-12-12

Family

ID=15662160

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11158004A Withdrawn JP2000345622A (en) 1999-06-04 1999-06-04 Slide support device

Country Status (1)

Country Link
JP (1) JP2000345622A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105003004A (en) * 2015-07-06 2015-10-28 西安建筑科技大学 Sectional steel concrete shear wall with replaceable wall toe component and wall toe component
CN107762226A (en) * 2016-08-19 2018-03-06 珠海兴业节能科技有限公司 A kind of damping unit used in water
JP2018132192A (en) * 2012-09-24 2018-08-23 三協立山株式会社 Seismic isolation tool and supported object including the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018132192A (en) * 2012-09-24 2018-08-23 三協立山株式会社 Seismic isolation tool and supported object including the same
CN105003004A (en) * 2015-07-06 2015-10-28 西安建筑科技大学 Sectional steel concrete shear wall with replaceable wall toe component and wall toe component
CN105003004B (en) * 2015-07-06 2017-05-03 西安建筑科技大学 Sectional steel concrete shear wall with replaceable wall toe component and wall toe component
CN107762226A (en) * 2016-08-19 2018-03-06 珠海兴业节能科技有限公司 A kind of damping unit used in water
CN107762226B (en) * 2016-08-19 2019-11-22 珠海兴业节能科技有限公司 A kind of damping unit used in water

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