JPH10331479A - Vibration isolation device - Google Patents

Vibration isolation device

Info

Publication number
JPH10331479A
JPH10331479A JP14744197A JP14744197A JPH10331479A JP H10331479 A JPH10331479 A JP H10331479A JP 14744197 A JP14744197 A JP 14744197A JP 14744197 A JP14744197 A JP 14744197A JP H10331479 A JPH10331479 A JP H10331479A
Authority
JP
Japan
Prior art keywords
plate
bearing
isolation device
holding plate
steel balls
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.)
Pending
Application number
JP14744197A
Other languages
Japanese (ja)
Inventor
Yutaka Nanami
豊 名波
Yoshimi Ochiai
義美 落合
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.)
Asahi Tec Corp
Original Assignee
Asahi Tec Corp
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 Asahi Tec Corp filed Critical Asahi Tec Corp
Priority to JP14744197A priority Critical patent/JPH10331479A/en
Publication of JPH10331479A publication Critical patent/JPH10331479A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To facilitate the selection of material quality of a holding plate and bearing plate by arranging a plurality of steel balls between holding plate and bearing plate to disperse load of a structure with a large number of steel balls. SOLUTION: A holding plate 1 is so constituted that a ring-shaped groove thread is provided to the upper part side thereof to form an upper surface 1a and that a ring-shaped ball bearing 5 is easily set. The bearing plate 3 is fixed to a structure S through a middle plate 4, and a lower surface 3a opposed to the holding plate 1 is horizontally and flatly formed. As the ball bearing 5, marketable goods can be used, a plurality of steel balls 5b, 5b... are arranged between the upper surface 1a of the holding plate 1 and the lower surface 3a of the bearing plate 3 while keeping specific intervals on a circular ring- shaped ball holder 5a, and the holding plate 1 and bearing plate 3 are combined with each other in a state of roller bearing. A vibration isolation device having such construction can bear the load of the structure S with a large number of steel balls, so that the material quantity selection of both holding plate 1 and bearing plate 3 can be easily made because the load is not concentrated in one point of the holding plate 1 and bearing plate 3.

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】本発明は、免震装置に係り、
特に、ころがり支承を用いた免震装置に関する。
The present invention relates to a seismic isolation device,
In particular, it relates to a seismic isolation device using a rolling bearing.

【0002】[0002]

【従来の技術】従来、この種のころがり支承を用いた免
震装置は、振動地盤と建築構造物(以下、「構造物」と
いう)とを絶縁する観点から、ころがり面の摩擦が可能
な限り小さくなるように工夫されている。
2. Description of the Related Art Conventionally, a seismic isolation device using a rolling bearing of this type has been proposed in order to insulate the vibrating ground from a building structure (hereinafter, referred to as a "structure") as far as possible to minimize the friction of the rolling surface. It is designed to be smaller.

【0003】例えば、特公平6−35769号公報に示
される免震装置は、基礎側の受皿の上にボールベアリン
グを多数設け、そのボールベアリングの上に構造物を支
持する支承体を載置するように構成されている。
For example, in a seismic isolation device disclosed in Japanese Patent Publication No. Hei 6-35769, a large number of ball bearings are provided on a tray on the foundation side, and a bearing body for supporting a structure is placed on the ball bearings. It is configured as follows.

【0004】また、特公平5−14062号公報に示さ
れる免震装置は、基礎側の受皿の上に大径の鋼球を1個
載置し、その大径の鋼球の上面側に多数の小径からなる
鋼球を配設して構造物を支持するように構成されてい
る。
In the seismic isolation device disclosed in Japanese Patent Publication No. 5-14062, one large-diameter steel ball is placed on a pan on the foundation side, and a large number of steel balls are placed on the upper surface of the large-diameter steel ball. It is configured to dispose a steel ball having a small diameter to support a structure.

【0005】上述のボールベアリングや鋼球を用いたこ
ろがり支承の免震装置は、摩擦係数、すなわち、μを極
めて小さくできるという特長を有しているとともに、ゴ
ム板を積層して形成されたゴム支承よりも高荷重に耐え
ることができ、しかも、低コストであるという特長を有
している。
The above-described seismic isolation device of a rolling bearing using a ball bearing or a steel ball has a feature that the friction coefficient, that is, μ, can be extremely reduced, and a rubber formed by laminating rubber plates. It has the features of being able to withstand higher loads than the bearing and of being low cost.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記従
来の受皿の上にボールベアリングを多数設けたころがり
支承の免震装置においては、受皿上のボールベアリング
同志に接触が生じると摩擦が大きくなることが懸念さ
れ、また、大径の鋼球を1個用いる免震装置において
は、構造物の荷重が受皿の一点に集中するため、その受
皿の材質を高強度の特殊なものとしなければならないと
いう問題点があった。
However, in the above-mentioned conventional seismic isolation device of a rolling bearing in which a number of ball bearings are provided on a receiving tray, when contact occurs between the ball bearings on the receiving tray, friction increases. In addition, in the seismic isolation device using one large-diameter steel ball, since the load of the structure is concentrated on one point of the pan, the material of the pan must be a special high-strength material. There was a point.

【0007】そこで、本発明は、上記問題点を解決する
ためになされたものであって、その目的は、鋼球同志の
接触のおそれがなく、しかも、構造物の荷重を分散して
支持することのできる免震装置を提供することにある。
Accordingly, the present invention has been made to solve the above problems, and has as its object to eliminate the possibility of contact between steel balls and to support the structure by dispersing the load of the structure. It is to provide a seismic isolation device which can be used.

【0008】[0008]

【課題を解決するための手段】本発明に係る免震装置
は、上記目的を達成するために、基礎側に設けられた受
け板の上に構造物を支えている支え板を水平方向に移動
自在に載置してなる免震装置において、前記受け板の上
面と前記支え板の下面との間に、ボールホルダを介して
互いに間隔を保って複数の鋼球を配置し、その受け板と
その支え板とをころがり軸受状に組合わせたことを特徴
としている。また、前記上面及び下面には、二硫化モリ
ブデン等からなる固体潤滑剤を付着させたことを特徴と
している。さらに、前記鋼球と前記ボールホルダとの間
に二硫化モリブデン等からなる固体潤滑剤を付着させた
ことを特徴としている。
In order to achieve the above object, a seismic isolation device according to the present invention moves a support plate supporting a structure on a receiving plate provided on a foundation side in a horizontal direction. In a seismic isolation device that is freely mounted, a plurality of steel balls are arranged at an interval from each other via a ball holder between an upper surface of the receiving plate and a lower surface of the supporting plate, and the receiving plate and It is characterized in that the support plate and the rolling bearing are combined. Further, a solid lubricant made of molybdenum disulfide or the like is attached to the upper and lower surfaces. Further, a solid lubricant made of molybdenum disulfide or the like is attached between the steel ball and the ball holder.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は、一実施の形態に係る免震
装置の左半分を断面で示した正面図、図2は、図1のA
−A線断面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a front view showing a left half of a seismic isolation device according to an embodiment in cross section, and FIG.
FIG. 4 is a cross-sectional view taken along a line A.

【0010】受け板1は、円形の鋼板からなり、後述す
る玉軸受5の載置される部分の上面1aは、水平状に、
かつ、偏平に形成されていて、基礎Bの上に中間板2を
介して設けられている。なお、図示しないが、受け板1
及び中間板2は、アンカーボルトを介して基礎Bに固定
されている。
The receiving plate 1 is made of a circular steel plate, and an upper surface 1a of a portion on which a ball bearing 5 to be described later is mounted has a horizontal shape.
Further, it is formed flat and provided on the foundation B via the intermediate plate 2. Although not shown, the receiving plate 1
And the intermediate plate 2 is fixed to the foundation B via anchor bolts.

【0011】上面1aは、受け板1の上部側にリング状
の溝条として形成されている。したがって、リング状の
玉軸受5のセットを容易にすることができる。しかし、
上面1aを溝条に形成することなく、後述する支え板3
の下面3aのように、完全な偏平としてもよい。
The upper surface 1a is formed on the upper side of the receiving plate 1 as a ring-shaped groove. Therefore, the ring-shaped ball bearing 5 can be easily set. But,
Without forming the upper surface 1a in a groove, a support plate 3 described later is used.
As shown in the lower surface 3a of FIG.

【0012】支え板3は、上記受け板1と同様に円形の
鋼板からなり、その受け板1の上面1aと対向する側の
下面3aは、水平状で、かつ、偏平に形成されていて、
構造物Sの下部に中間板4を介して設けられている。な
お、図示しないが、支え板3及び中間板4は、ボルト・
ナット等の固定具により構造物Sに固定されている。
The supporting plate 3 is made of a circular steel plate like the receiving plate 1, and the lower surface 3a of the receiving plate 1 on the side facing the upper surface 1a is formed horizontally and flat.
It is provided below the structure S via the intermediate plate 4. Although not shown, the support plate 3 and the intermediate plate 4 are
It is fixed to the structure S by a fixture such as a nut.

【0013】玉軸受5は、周知のスラスト荷重用の玉軸
受と同様の構造を呈していて、市販品として入手でき、
円形のリング状のボールホルダ5aに所定の間隔を保っ
て複数の鋼球5b,5b…が設けられている。そして、
この玉軸受5は、上記受け板1の上面1a及び上記支え
板3の下面3a間に配設されていて、受け板1及び支え
板3とをころがり軸受状に組合わせている。
The ball bearing 5 has the same structure as a well-known thrust load ball bearing, and is available as a commercial product.
A plurality of steel balls 5b are provided at a predetermined interval in a circular ring-shaped ball holder 5a. And
The ball bearing 5 is disposed between the upper surface 1a of the receiving plate 1 and the lower surface 3a of the supporting plate 3, and combines the receiving plate 1 and the supporting plate 3 into a rolling bearing.

【0014】上記構成の免震装置は、構造物Sの荷重を
多数の鋼球で支えることができるので、受け板1及び支
え板3の一点に荷重が集中しないので、受け板1及び支
え板3の材質の選択を容易に行うことができる。また、
玉軸受5の各鋼球5b,5b…は、ボールホルダ5aで
保持されているので、鋼球同志の接触を効果的に防止す
ることができる。
In the seismic isolation device having the above structure, since the load of the structure S can be supported by a large number of steel balls, the load does not concentrate on one point of the receiving plate 1 and the supporting plate 3. The material 3 can be easily selected. Also,
Since the steel balls 5b of the ball bearing 5 are held by the ball holder 5a, the contact between the steel balls can be effectively prevented.

【0015】図3は、本発明の他の実施の形態を示すも
のであって、受け板1と基礎Bとの間に鉛直振動を遮断
するコイルばね、積層ゴム、あるいは空気ばね等からな
る防振装置6が設けられている。
FIG. 3 shows another embodiment of the present invention, in which a coil spring, a laminated rubber, an air spring, or the like for blocking vertical vibration between the receiving plate 1 and the foundation B is used. A vibration device 6 is provided.

【0016】すなわち、この防振装置6は、受け板1の
下側に設けられている中間板2aと基礎B側に設けられ
た中間板2bとの間に設けられていて、上述した免震装
置と共働して防振・免震効果をより発揮することができ
る。
That is, the vibration isolator 6 is provided between the intermediate plate 2a provided on the lower side of the receiving plate 1 and the intermediate plate 2b provided on the base B side. In cooperation with the device, it is possible to exhibit more anti-vibration / isolation effects.

【0017】なお、この防振装置6は、支え板3と構造
物Sとの間に設けるようにしてもよい。
The vibration isolator 6 may be provided between the support plate 3 and the structure S.

【0018】[0018]

【発明の効果】本発明に係る免震装置は、受け板の上面
と支え板の下面との間に、ボールホルダを介して互いに
間隔を保って複数の鋼球を配置し、その受け板とその支
え板とをころがり軸受状に組合わせたので、構造物の荷
重を多数の鋼球で分散させて支えることができ、受け板
及び支え板の材質の選択を容易に行うことができる。さ
らに、各鋼球は、ボールホルダで保持されているので、
鋼球同志の接触を効果的に防止することができる。ま
た、上面及び下面に、二硫化モリブデン等からなる固体
潤滑剤を付着させたときは、鋼球の動きを良好にするこ
とができる。さらに、鋼球とボールホルダとの間に二硫
化モリブデン等からなる固体潤滑剤を付着させたとき
は、鋼球の動きを良好にすることができる。
According to the seismic isolation device of the present invention, a plurality of steel balls are arranged between the upper surface of the receiving plate and the lower surface of the supporting plate at a distance from each other via a ball holder. Since the support plate and the support plate are combined in a rolling bearing shape, the load of the structure can be dispersed and supported by a large number of steel balls, and the material of the receiving plate and the support plate can be easily selected. Furthermore, since each steel ball is held by a ball holder,
Contact between steel balls can be effectively prevented. When a solid lubricant made of molybdenum disulfide or the like is attached to the upper and lower surfaces, the movement of the steel ball can be improved. Further, when a solid lubricant made of molybdenum disulfide or the like is attached between the steel ball and the ball holder, the movement of the steel ball can be improved.

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

【図1】本発明の一実施の形態に係る免震装置の左半分
を断面で示した正面図である。
FIG. 1 is a front view showing a left half of a seismic isolation device according to an embodiment of the present invention in cross section.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】本発明の他の実施の形態に係る免震装置の左半
分を断面で示した正面図である。
FIG. 3 is a front view showing a left half of a seismic isolation device according to another embodiment of the present invention in cross section.

【符号の説明】[Explanation of symbols]

1 受け板 1a 上面 2,2a,2b,4 中間板 3 支え板 3a 下面 5 玉軸受 5a ボールホルダ 5b 鋼球 6 防振装置 DESCRIPTION OF SYMBOLS 1 Receiving plate 1a Upper surface 2, 2a, 2b, 4 Intermediate plate 3 Support plate 3a Lower surface 5 Ball bearing 5a Ball holder 5b Steel ball 6 Anti-vibration device

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 基礎側に設けられた受け板の上に建築構
造物を支えている支え板を水平方向に移動自在に載置し
てなる免震装置において、 前記受け板の上面と前記支え板の下面との間に、ボール
ホルダを介して互いに間隔を保って複数の鋼球を配置
し、その受け板とその支え板とをころがり軸受状に組合
わせたことを特徴とする免震装置。
1. A seismic isolation device having a support plate supporting a building structure movably mounted in a horizontal direction on a support plate provided on a foundation side, wherein an upper surface of the support plate and the support are provided. A seismic isolation device characterized in that a plurality of steel balls are arranged at a distance from each other via a ball holder between the lower surface of the plate and a steel plate, and the receiving plate and the supporting plate are combined in a rolling bearing shape. .
【請求項2】 上面及び下面には、二硫化モリブデン等
からなる固体潤滑剤を付着させたことを特徴とする請求
項1記載の免震装置。
2. The seismic isolation device according to claim 1, wherein a solid lubricant made of molybdenum disulfide or the like is attached to the upper surface and the lower surface.
【請求項3】 鋼球とボールホルダとの間に二硫化モリ
ブデン等からなる固体潤滑剤を付着させたことを特徴と
する請求項1又は請求項2の免震装置。
3. The seismic isolation device according to claim 1, wherein a solid lubricant made of molybdenum disulfide or the like is attached between the steel ball and the ball holder.
JP14744197A 1997-06-05 1997-06-05 Vibration isolation device Pending JPH10331479A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14744197A JPH10331479A (en) 1997-06-05 1997-06-05 Vibration isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14744197A JPH10331479A (en) 1997-06-05 1997-06-05 Vibration isolation device

Publications (1)

Publication Number Publication Date
JPH10331479A true JPH10331479A (en) 1998-12-15

Family

ID=15430417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14744197A Pending JPH10331479A (en) 1997-06-05 1997-06-05 Vibration isolation device

Country Status (1)

Country Link
JP (1) JPH10331479A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106012817A (en) * 2016-06-28 2016-10-12 杜桂菊 Engineering anti-seismic support
CN107558614A (en) * 2017-09-09 2018-01-09 北京工业大学 A kind of frictional slip device for underground subway station center pillar
CN109356403A (en) * 2018-11-15 2019-02-19 浙江华恒建筑设计有限公司 A kind of antidetonation buffer-type integrated house

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106012817A (en) * 2016-06-28 2016-10-12 杜桂菊 Engineering anti-seismic support
CN107558614A (en) * 2017-09-09 2018-01-09 北京工业大学 A kind of frictional slip device for underground subway station center pillar
CN109356403A (en) * 2018-11-15 2019-02-19 浙江华恒建筑设计有限公司 A kind of antidetonation buffer-type integrated house

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