JPH04113046A - Vibration-proof device - Google Patents

Vibration-proof device

Info

Publication number
JPH04113046A
JPH04113046A JP23085890A JP23085890A JPH04113046A JP H04113046 A JPH04113046 A JP H04113046A JP 23085890 A JP23085890 A JP 23085890A JP 23085890 A JP23085890 A JP 23085890A JP H04113046 A JPH04113046 A JP H04113046A
Authority
JP
Japan
Prior art keywords
roller
rollers
vibration
roller group
rolling
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
JP23085890A
Other languages
Japanese (ja)
Inventor
Seinosuke Kato
加藤 清之輔
Teruo Sasaki
輝男 佐々木
Akemi Kawanabe
川那辺 あけみ
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.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries 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 Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP23085890A priority Critical patent/JPH04113046A/en
Publication of JPH04113046A publication Critical patent/JPH04113046A/en
Pending legal-status Critical Current

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Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Floor Finish (AREA)
  • Details Of Measuring And Other Instruments (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To exhibit a bigger capacity of bearing a vertical load and an excellent vibration- proof capacity by providing a supporting body for a pair of roller groups arranged up and down in a condition of rollers crossing each other, and a pair of guides having rolling surfaces for receiving the rollers and protruded walls. CONSTITUTION:An upper roller group 7 has a plurality of rollers 10,..., made of a hard material, lined up in parallel close together in the X direction and supported by a shaft in a freely rotatable manner in the upper portion of a frame body 9, and a lower roller group 8 has a plurality of rollers 11,..., made of a hard material, lined up in parallel close together in the Y direction and supported by a shaft in a freely rotatable manner in the bottom portion of the frame body 9. Each roller 10,... of the upper roller group 7 and each roller 11,... of the lower roller group 8 are arranged up and down with the rollers crossing each other and the upper and the lower roller groups 7, 8 are protruded beyond the upper and lower opening ends of the frame body 9. Upper and lower guides 5, 6 have flat shaped rolling surfaces 12, 13 to receive each roller 10,... 11,... of the upper and the lower roller groups 7, 8 and protruded walls 18, 19 protruding/erecting beyond/on both sides of the rolling surfaces 12, 13 are formed to prevent rollers 10,... 11,... from departing from the rolling surfaces 12, 13 by regulating the rolling direction of the rollers 10,..., 11,... on the rolling surfaces 12, 13.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は防振装置に関し、詳しくはコンビエータ、精密
計測機器、精密加工機器などの機器類を載置した床など
の上部構造物を、スラブなどの下部構造物上に水平揺動
自在に支持し、交通振動や地震動による機器類の機能停
止や機器類の横転、電気配線の断線などを未然に防止し
て機器類を交通振動や地震動から保護する防振装置に関
する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a vibration isolating device, and more specifically, the present invention relates to a vibration isolating device, and more specifically, the present invention relates to a vibration isolating device. The equipment is supported horizontally on a lower structure such as a motor vehicle to prevent it from stopping, overturning, or breaking electrical wiring due to traffic vibrations or earthquakes. This invention relates to a vibration isolator for protection.

〔従来の技術〕[Conventional technology]

コンピュータ、精密計測機器、精密加工機器などの機器
類を交通振動や地震動から保護する防振装置としては、
例えば、特開平2−35140号公報に開示されたもの
がある。これは上下部構造体間に球体を介在させてこの
球体により下部構造体上に上部構造体を水平揺動自在に
支持し、上記球体で支持された上部構造体と下部構造体
とを水平方向に復元力を発揮するばねで連結することに
より上部構造体に復元性能を付与している。このように
上記防振装置は球体と上下部構造体の平面とばねとを組
合わせたもので、上記球体酸いは上部構造体の下面、下
部構造体の上面に弾性(粘弾性)被覆層を形成し、又は
弾性体(粘弾性体)の球体を用いることにより、■ボー
ルベアリングの支承部上下面へのなじみを良くする、■
濶清油なしでも回転ノイズの発生を防止できる、等の性
能を付与している。
Vibration isolators are used to protect computers, precision measuring instruments, precision processing instruments, and other equipment from traffic vibrations and earthquake motions.
For example, there is one disclosed in Japanese Patent Application Laid-Open No. 2-35140. In this system, a sphere is interposed between the upper and lower structures, and the upper structure is horizontally swingably supported on the lower structure by the sphere, and the upper and lower structures supported by the sphere are moved in the horizontal direction. By connecting the upper structure with a spring that exerts restoring force, the upper structure is given restoring performance. In this way, the above-mentioned vibration isolator is a combination of a sphere, a flat surface of the upper and lower structures, and a spring. By forming a ball bearing or using a sphere made of an elastic body (viscoelastic body), ■Improves the conformity of the ball bearing to the upper and lower surfaces of the support part;■
It provides performance features such as being able to prevent rotational noise even without cleansing oil.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところで、特開平2−35140号公報に開示された防
振装置では、上述したの、■のような長所を有している
が、荷重を受けると球体であるが故に受圧面が少なく弾
性(粘弾性)体の歪が大きくなり、耐荷重性能に問題が
あった。また、球体の位置を装置中央に保持することも
困難で実用的ではなかった。
By the way, the vibration isolator disclosed in JP-A-2-35140 has the above-mentioned advantages (2), but when a load is applied, because it is spherical, the pressure-receiving surface is small and elastic (viscous). The strain of the elastic body increased, causing problems with load-bearing performance. Furthermore, it is difficult to maintain the position of the sphere at the center of the device, which is impractical.

そこで、本発明は上記問題点に鑑みて提案されたもので
、その目的とするところは、複数のローラと上下部構造
物の平面とを組合わせた実用的な防振装置を提供するこ
とにある。
Therefore, the present invention was proposed in view of the above problems, and its purpose is to provide a practical vibration isolating device that combines a plurality of rollers and a plane of an upper and lower structure. be.

〔課題を解決するための手段〕[Means to solve the problem]

本発明における上記目的を達成するための技術的手段は
、複数のローラを並列させた一対のローラ群を、各ロー
ラ群の相互のローラが直交した状態で上下に配置して枠
体に支持した支承体と、その支承体の上下に配置され、
枠体の上下開口端から突出するローラ群の各ローラを受
ける転動面を有し、且つ、その転動面上でのローラ群の
転動範囲を規制する突壁を設けた一対のガイドとからな
ることである。
Technical means for achieving the above object of the present invention is to support a pair of roller groups in which a plurality of rollers are arranged in parallel, arranged one above the other with the rollers of each roller group orthogonal to each other, and supported on a frame. A supporting body, placed above and below the supporting body,
a pair of guides each having a rolling surface for receiving each roller of the roller group protruding from the upper and lower opening ends of the frame body, and having a projecting wall for regulating the rolling range of the roller group on the rolling surface; It consists of

〔作用〕[Effect]

本発明に係る防振装置では、一対のローラ群の各ローラ
がガイドの転動面上をX方向及びY方向に転動し得るの
で、上記ローラ群を枠体に支持した支承体がXY平面の
あらゆる方向に移動可能となる。この時、複数のローラ
を並列させたローラ群をガイドの転動面で受けるので大
きな鉛直荷重負担能力を発揮する。また、上記ガイドの
転動面上を転動するローラは、突壁によりその転動範囲
が規制されるので、上記ローラが転動面から逸脱するこ
とはない。このように交通振動や地震動の発生時、水平
振動を速やかに吸収して優れた防振作用を発揮する。
In the vibration isolating device according to the present invention, each roller of the pair of roller groups can roll on the rolling surface of the guide in the X direction and the Y direction, so that the support body supporting the roller group on the frame is in the XY plane. can move in any direction. At this time, since the rolling surface of the guide receives a group of rollers in which a plurality of rollers are arranged in parallel, a large vertical load bearing capacity is exhibited. Further, since the rolling range of the rollers rolling on the rolling surface of the guide is restricted by the protruding wall, the rollers do not deviate from the rolling surface. In this way, when traffic vibrations or seismic vibrations occur, horizontal vibrations are quickly absorbed and excellent vibration isolation is achieved.

〔実施例〕〔Example〕

本発明に係る防振装置の実施例を第1図乃至第8図を参
照しながら説明する。同図に示す実施例は本発明の防振
装置を床防振に通用した場合を示す。
Embodiments of the vibration isolator according to the present invention will be described with reference to FIGS. 1 to 8. The embodiment shown in the figure shows a case where the vibration isolator of the present invention is applied to floor vibration isolation.

第1図乃至第3図に示す実施例の防振装置(1)は、下
部構造物であるスラブ(2)と、コンピュータ、精密計
測機器や精密計測機器などの機器類が載置される上部構
造物である防振床(3)との間に設置される。
The vibration isolator (1) of the embodiment shown in Figures 1 to 3 consists of a slab (2) which is a lower structure, and an upper part on which equipment such as computers, precision measuring instruments, and precision measuring instruments are placed. It is installed between the structure and the vibration-proof floor (3).

この防振装置(1)は、支承体(4)とその支承体(4
)の上下に配置されて防振床(3)の下面及びスラブ(
2)の上面に夫々取付けられた上下一対のガイド(5)
(6)(以下上部及び下部ガイドと称す)とで構成され
る。
This vibration isolator (1) consists of a support (4) and its support (4).
) and the lower surface of the vibration-proof floor (3) and the slab (
2) A pair of upper and lower guides (5) each attached to the top surface
(6) (hereinafter referred to as upper and lower guides).

上記支承体(4)は、一対のローラ群(7)(8)(以
下上部及び下部ローラ群と称す)を上下に配置して金属
製の枠体(9)に支持した構造を有する。上部ローラ群
(7)は金属などの硬質材料からなる複数のローラ(1
0)  (10)・・・をX方向に密に並列させて枠体
(9)の上部に回転自在に軸支したものである。これに
対し、下部ローラ群(8)は金属などの硬質材料からな
る複数のローラ(1))  (1))・・・をY方向に
密に並列させて枠体(9)の下部に回転自在に軸支した
ものである。このように上部ローラ群(7)の各ローラ
(10)(10)・・・と下部ローラ群(8)の各ロー
ラ(1))(1))・・・とを直交させた状態で上下に
配置し、上部及び下部ローラ群(7)(8)の各ローラ
(10)(10)・・・(1))  (1))・・・を
枠体(9)の上下開口端から突出させる。
The support (4) has a structure in which a pair of roller groups (7) and (8) (hereinafter referred to as upper and lower roller groups) are arranged one above the other and supported by a metal frame (9). The upper roller group (7) includes a plurality of rollers (1) made of hard material such as metal.
0) (10)... are arranged closely in parallel in the X direction and rotatably supported on the upper part of the frame (9). On the other hand, the lower roller group (8) consists of a plurality of rollers (1)) (1)) made of hard materials such as metal that are arranged closely in parallel in the Y direction and rotated at the bottom of the frame (9). It is freely pivoted. In this way, each roller (10) (10)... of the upper roller group (7) and each roller (1)) (1))... of the lower roller group (8) are perpendicular to each other. and each roller (10) (10)...(1)) (1))... of the upper and lower roller groups (7) and (8) protrudes from the upper and lower opening ends of the frame (9). let

一方、上部及び下部ガイド(5)(6)は上部及び下部
ローラ群(7)  (8)の各ローラ(10)(10)
・・・(1))(1))(1))・・・を受ける平面状
の転動面(12)  (13)を有する。具体的には、
防振床(3)の下面及びスラブ(2)の上面にネジ止め
等により取付は固定されてY方向及びX方向に延びる鋼
板などのガイドベース(14)  (15)に高減衰粘
弾性体(16)  (17)を加硫接着などにより一体
的に貼着し、その粘弾性体(16)  (17)の下面
及び上面を転動面(12)  (13)とする。上部及
び下部ガイド(5)(6)のガイドベース(14)  
(15)の両側部は、L字状に折曲げられて粘弾性体(
16)(17)の転動面(12)  (13)の両側か
ら突出して起立する突壁(1B)  (18)  (1
9)  (19)が形成され、この突壁(18)  (
18)  (19)  (19)により上記転動面(1
2)  (13)上でのローラ(10)  (10)・
・・(1))  (1))・・・の転動方向を規制して
そのローラ(10)  (10)・・・(1))  (
1))・・・が転動面(12)(13)から逸脱するこ
とを未然ζこ防止する。
On the other hand, the upper and lower guides (5) and (6) are the rollers (10) and (10) of the upper and lower roller groups (7) and (8).
...(1))(1))(1))... It has a flat rolling surface (12) (13) that receives... (1))(1))(1))... in particular,
The high damping viscoelastic material ( 16) (17) are integrally adhered by vulcanization adhesive or the like, and the lower and upper surfaces of the viscoelastic bodies (16) and (17) are used as rolling surfaces (12) and (13). Guide base (14) for upper and lower guides (5) (6)
Both sides of (15) are bent into an L shape to form a viscoelastic body (
16) Projecting walls (1B) (18) (17) that protrude and stand up from both sides of the rolling surfaces (12) (13)
9) (19) is formed, and this projecting wall (18) (
18) (19) According to (19), the above rolling surface (1
2) Roller (10) on (13) (10)・
...(1)) (1))... by regulating its rolling direction (10) (10)...(1)) (
1))... to be prevented from deviating from the rolling surfaces (12) and (13).

次に、交通振動や地震動の発生時での防振装置(1)の
動作を以下に説明する。
Next, the operation of the vibration isolator (1) when traffic vibration or earthquake motion occurs will be explained below.

交通振動や地震動による振動入力を受けた場合、静止状
態にある防振床(3)の上部ガイド(5)に対して、ス
ラブ(2)の下部ガイド(6)がXY平面内で変位する
ことを考えると、支承体(4)の下部ローラ群(8)の
各ローラ(1))(1))(1))・・・が下部ガイド
(6)の転動面(13)上をX方向に転動しながら移動
すると共に、上部ローラ群(7)の各ローラ(10) 
 (10)・・・が上部ガイド(5)の転動面(12)
上をY方向に転動しながら移動する、この下部ローラ群
(8)の下部ガイド(6)上でのX方向移動と上部ロー
ラ群(7)の上部ガイド(5)上でのY方向移動により
、スラブ(2)の下部ガイド(6)がXY平面のあらゆ
る方向に移動しても防振床(3)の上部ガイド(5)を
静止状態に保持できる。この時、上部及び下部ローラ群
(7)(8)の各ローラ(10)   (10)・・・
(1))  (1))・・・が当接して転動する上部及
び下部ガイド(5)(6)の転動面(12)  (13
)を粘弾性体(16)  (17)で形成したことによ
り、上記ローラ(10)  (10)・・・(1)) 
 (1))・・・が粘弾性体(16)  (17)に局
部的変形を与えながら転動し、この局部的変形によるエ
ネルギーロスでもってローラ(10)  (10)・・
・(1))  (1))・・・の転動、即ち振動を速や
かに減衰させることができ、通常必要とされているダン
パを別に設置する必要がない。
When receiving vibration input due to traffic vibration or earthquake motion, the lower guide (6) of the slab (2) will be displaced within the XY plane with respect to the upper guide (5) of the vibration-proof floor (3), which is in a stationary state. Considering that, each roller (1)) (1)) (1)) of the lower roller group (8) of the support (4) moves on the rolling surface (13) of the lower guide (6) by Each roller (10) of the upper roller group (7)
(10) ... is the rolling surface (12) of the upper guide (5)
The lower roller group (8) moves in the X direction on the lower guide (6) and the upper roller group (7) moves in the Y direction on the upper guide (5). Therefore, even if the lower guide (6) of the slab (2) moves in any direction on the XY plane, the upper guide (5) of the vibration-proof floor (3) can be held stationary. At this time, each roller (10) (10) of the upper and lower roller groups (7) (8)...
(1)) (1)) Rolling surfaces (12) (13) of the upper and lower guides (5) and (6) that roll against each other
) is made of a viscoelastic body (16) (17), so that the rollers (10) (10)...(1))
(1))... rolls while giving local deformation to the viscoelastic bodies (16) (17), and the rollers (10) (10)...
・(1)) The rolling motion of (1)), that is, the vibration, can be quickly damped, and there is no need to install a separate damper, which is normally required.

この上部及び下部ローラ群(7)(8)の移動では、上
部及び下部ガイド(5)(6)のローラ移動方向に沿う
両側に突壁(18)  (18)  (19)  (1
9)を設けたことから、各ローラ(10)  (10)
・・・(1))(1))・・・はその転動方向が上記突
壁(18)  (18)(19)  (19)により規
制されるため、転動面(12)(13)から逸脱するこ
とはない。また、上部及び下部ローラ群(7)(8)を
複数のローラ(10)(10)・・・(1))  (1
))・・・を密に並列させて構成したから、上部及び下
部ローラ群(7)(8)からなる支承体(4)としての
鉛直荷重負担能力を大きくすることができ、本出願人の
実験結果によれば、例えば300fl四方の平面スペー
スで2000〜5000kgfを載荷することが可能と
なる。
In this movement of the upper and lower roller groups (7) and (8), projecting walls (18) (18) (19) (1
9), each roller (10) (10)
... (1)) (1)) ... is regulated by the protruding wall (18) (18) (19) (19), so the rolling surface (12) (13) There is no deviation from this. In addition, the upper and lower roller groups (7) (8) are replaced by a plurality of rollers (10) (10)...(1)) (1
))... are arranged closely in parallel, it is possible to increase the vertical load bearing capacity of the support (4) consisting of the upper and lower roller groups (7) and (8), and the present applicant's According to experimental results, for example, it is possible to load 2000 to 5000 kgf in a 300 fl square plane space.

上記防振装置(1)を建築物の一部に実使用した床防振
の施工例を第4図及び第5図に示す。この施工例では、
同図に示すようにスラブ(2)上に、コンピュータ、精
密計測機器や精密加工機器などの機器類が載置される防
振床(3)を複数の防振装置(1)(1)・・・を介し
て載置する。各防振装置(1)は支承体(4)が上部及
び下部ローラ群(7)(8)の各ローラ(10)  (
10)・・・(1))(1))・・・の転動によりXY
平面のあらゆる方向への移動が可能であるので、上部及
び下部ガイド(5)(6)のXY方向を厳密に揃える必
要はなく、防振床(3)の設計に応じて任意の方向に無
作為に設置しても防振性能には全く支障はない。
An example of floor vibration isolation in which the above-mentioned vibration isolation device (1) is actually used in a part of a building is shown in FIGS. 4 and 5. In this construction example,
As shown in the figure, a plurality of vibration isolators (1) (1), Place it through... Each vibration isolator (1) has a support body (4) that is connected to each roller (10) of the upper and lower roller groups (7) and (8).
10) Due to the rolling of (1)) (1))...
Since it is possible to move in any direction on the plane, there is no need to strictly align the X and Y directions of the upper and lower guides (5) and (6), and they can be moved freely in any direction depending on the design of the vibration isolation floor (3). Even if it is installed intentionally, there is no problem with the anti-vibration performance.

また、上記防振装置(1)(1)・・・の平面的な配置
パターンは、防振床(3)上に載置される機器類の配置
に基づく鉛直荷重分布により設計される。上記防振床(
3)とスラブ(2)間には複数の復元ばね(20)  
(20)・・・が床防振の設計に応じて所定の箇所に水
平状態で張設される。この復元ばね(20)  (20
)・・・の弾性力により交通振動や地震動が収まった時
点で防振装置(1)(1)・・・の支承体(4)(4)
・・・を初期位置に復帰させる。尚、防振床(3)とそ
の周囲の壁面との間には、防振床(3)が水平振動の入
力により移動できるように間隙が設けられ、防振床(3
)と壁面間に蛇腹(21)を張設して上記間隙を塞いで
いる。
Further, the planar arrangement pattern of the vibration isolators (1), (1), etc. is designed based on the vertical load distribution based on the arrangement of the equipment placed on the vibration isolator floor (3). The vibration-proof floor above (
There are multiple restoring springs (20) between 3) and the slab (2).
(20)... are stretched horizontally at predetermined locations according to the design of the floor vibration isolation. This restoring spring (20) (20
) When the traffic vibration and earthquake motion subside due to the elastic force of the vibration isolator (1) (1)..., the support (4) (4)
...returns to its initial position. In addition, a gap is provided between the vibration-isolating floor (3) and the surrounding wall so that the vibration-isolating floor (3) can move due to input of horizontal vibration.
) and the wall surface, a bellows (21) is installed to close the gap.

最後に、本発明の他の実施例を第6図乃至第8図に基づ
いて説明する。この実施例が前述の実施例と異なるのは
上部及び下部ガイド(22)  (23)のみであり、
支承体(4)を含む他の部分については同様であるため
、同一参照符号を付して重複説明は省略する。
Finally, another embodiment of the present invention will be described based on FIGS. 6 to 8. This embodiment differs from the previous embodiment only in the upper and lower guides (22) (23);
Since other parts including the support body (4) are the same, the same reference numerals will be given and duplicate explanation will be omitted.

この実施例の上部及び下部ガイド(22)  (23)
は、第6部乃至第8図に示すように防振床(3)の下面
及びスラブ(2)の上面にネジ止め等により取付は固定
された円板状のガイドベース(24)(25)に高減衰
粘弾性体(26)  (27)を貼着してその下面及び
上面を転動面(28)  (29)とし、その転動面(
28)  (29)の外周を囲繞するようにリング状の
突壁(30)  (31)をガイドベース(24)(2
5)上に一体的に固着する。交通振動や地震動による振
動入力を受けた場合、上記突壁(30)(31)により
転動面(28)  (29)上でのローラ(10)  
(10)・・・(1))(1))(1))・・・の転動
範囲を規制して上記ローラ(10)  (10)・・・
(1))  (1))・・・が転動面(28)  (2
9)から逸脱しないようにしている。ここで、支承体(
4)の下部ローラ群(8)の各ローラ(1))  (1
))・・・がX方向に沿って移動することを考えると、
上述したようにローラ(1))(1))・・・を転動面
(29)から逸脱させないために、支承体(4)の矩形
枠体(9)の端部から下部ガイド(23)の突壁(31
)までのX方向に沿う距1ililを、支承体(4)の
最大片振幅又は設計片振幅よりも大きく設定する必要が
あり、これは上部カイト(22)についても同様である
。このように上部及び下部ガイド(22)  (23)
を円形状とすることにより、防振装置(1′)を実使用
するに際して、支承体(4)の上部及び下部ローラ群(
7)(8)の各ローラ(10)  (10)・・・(1
))(1))(1))・・・の転動方向にかかわりなく
、上記防振装置(1′)の設置方向を任意に設定するこ
とができる。
Upper and lower guides (22) (23) in this example
As shown in Parts 6 to 8, the disc-shaped guide bases (24) and (25) are fixed to the lower surface of the vibration-proof floor (3) and the upper surface of the slab (2) with screws, etc. Highly damped viscoelastic bodies (26) (27) are pasted on the surfaces, and the lower and upper surfaces thereof are used as rolling surfaces (28) (29).
28) Ring-shaped projecting walls (30) (31) are attached to guide bases (24) (29) so as to surround the outer periphery of (29).
5) It is fixed integrally on the top. When receiving vibration input due to traffic vibration or earthquake motion, the roller (10) on the rolling surface (28) (29) is
(10)...(1))(1))(1))... by regulating the rolling range of the rollers (10) (10)...
(1)) (1))... is the rolling surface (28) (2
9) I try not to deviate from this. Here, the support (
Each roller (1) of the lower roller group (8) of 4) (1
Considering that ))... moves along the X direction,
As mentioned above, in order to prevent the rollers (1), (1))... from deviating from the rolling surface (29), the lower guide (23) is inserted from the end of the rectangular frame (9) of the support (4). Projection wall (31
) along the X direction must be set larger than the maximum half amplitude or designed half amplitude of the support (4), and the same is true for the upper kite (22). Like this upper and lower guide (22) (23)
By making it circular, when actually using the vibration isolator (1'), the upper and lower roller groups (
7) Each roller of (8) (10) (10)...(1
)) (1)) (1)) The installation direction of the vibration isolator (1') can be arbitrarily set regardless of the rolling direction of the vibration isolating device (1').

尚、本発明は、上記各実施例のように上部及び下部ガイ
ド(5)  (6)  (22)  (23)の転動面
(12)  (13)  (2B)  (29)を粘弾
性体(16)  (17)(26)  (27)で形成
することが好ましいが、上記転動面(12)  (13
)  (2B)  (29)は粘弾性体がな(でも、ま
たそれ以外の材質で形成してもよい。
In addition, in the present invention, as in each of the above embodiments, the rolling surfaces (12) (13) (2B) (29) of the upper and lower guides (5) (6) (22) (23) are made of a viscoelastic material ( 16) (17) (26) (27) Although it is preferable to form the rolling surface (12) (13
) (2B) (29) is made of a viscoelastic material (although it may be formed of other materials.

また、上部及び下部ガイド(5)  (6)  (22
)(23)の転動面(12)  (13)  (28)
  (29)を粘弾性体(16)  (17)  (2
6)  (27)で形成する以外に、支承体(4)の上
部及び下部ローラ群(7)(8)の各ローラ(10)・
・・(1))・・・自体或いはその表面を粘弾性体で形
成するようにしてもよい。
In addition, upper and lower guides (5) (6) (22
) (23) rolling surface (12) (13) (28)
(29) as a viscoelastic body (16) (17) (2
6) In addition to forming in (27), each roller (10) of the upper and lower roller groups (7) and (8) of the support (4)
... (1)) ... The material itself or its surface may be made of a viscoelastic material.

〔発明の効果〕〔Effect of the invention〕

本発明に係る防振装置によれば、複数のローラを並列さ
せてローラ群を構成し、このローラ群をガイドの転動面
で受けるようにしたので、大きな鉛直荷重負担能力を発
揮させることができる。そして、一対のローラ群を相互
のローラが直交するように上下に配置し、上記ローラ群
の各ローラがガイドの転動面上をX方向及びY方向に転
動するので、ローラ群を枠体に支持した支承体がXY平
面のあらゆる方向に移動でき、この移動時、上記ガイド
の突壁によりローラの転動範囲が規制されるので上記ロ
ーラが転動面から逸脱することもない。これにより、簡
単な構造で優れた防振性能を発復し得る実用的価値大な
る防振装置を提供できる。
According to the vibration isolating device of the present invention, a plurality of rollers are arranged in parallel to form a roller group, and this roller group is received by the rolling surface of the guide, so that a large vertical load bearing capacity can be exerted. can. Then, a pair of roller groups are arranged one above the other so that the rollers are orthogonal to each other, and each roller of the roller group rolls on the rolling surface of the guide in the X direction and the Y direction. The supporting body supported by the roller can move in all directions on the XY plane, and during this movement, the rolling range of the roller is restricted by the protruding wall of the guide, so that the roller does not deviate from the rolling surface. As a result, it is possible to provide a vibration isolating device of great practical value that is capable of achieving excellent vibration damping performance with a simple structure.

【図面の簡単な説明】[Brief explanation of the drawing]

第1t!lは本発明に係る防振装置の一実施例を示す第
2図のX−X線に沿う断面図、第2図は防振装置の一部
省略部分を含む平面図、第3図は第2図のY−Y線に沿
う断面図、第4図は防振装置を建築物の一部に適用した
床防振の施工例を示す一部省略部分を含む平面図、第5
図は第4図の断面図、第6図は本発明の他の実施例を示
す一部省略部分を含む平面図、第7図は第6図のX−X
線に沿う断面図、第8図は第6図のY−Y線に沿う断面
図である。 (1)  (1°)−防振装置、(4)−・−支承体、
(5)  (6)−ガイド、 (7)  (8)−ローラ群、 (9)−へ−枠体、 (10)  (1))−ローラ、 (12)  (13)−転動面、 (1B)  (19L−−・突壁、 (22)  (23)−−−−ガイド、(2B)  (
29) −−一転動面、(30)  (31)・−突壁
。 特 許 出 願 人   住友ゴム工業株式会社代  
  理    人    江  原  省  吾l  
        平   池   成第1図 Y− 第3図 第4図
1st t! 1 is a sectional view taken along the line X-X in FIG. 2 showing an embodiment of the vibration isolator according to the present invention, FIG. 2 is a plan view of the vibration isolator with some omitted parts, and FIG. 2 is a cross-sectional view taken along the Y-Y line in Figure 2; Figure 4 is a plan view with some omitted parts showing an example of floor vibration isolation in which the vibration isolator is applied to a part of a building;
The figure is a sectional view of FIG. 4, FIG. 6 is a plan view with partially omitted parts showing another embodiment of the present invention, and FIG. 7 is a cross-sectional view of FIG.
FIG. 8 is a cross-sectional view taken along line Y--Y in FIG. 6. (1) (1°)-vibration isolator, (4)--support,
(5) (6) - Guide, (7) (8) - Roller group, (9) - Frame, (10) (1)) - Roller, (12) (13) - Rolling surface, ( 1B) (19L--Protruding wall, (22) (23)--Guide, (2B) (
29) --One rolling surface, (30) (31)・-Protruding wall. Patent applicant: Sumitomo Rubber Industries, Ltd.
Professor Gangwon Province
Sei Hiraike Figure 1 Y- Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] (1)複数のローラを並列させた一対のローラ群を、各
ローラ群の相互のローラが直交した状態で上下に配置し
て枠体に支持した支承体と、その支承体の上下に配置さ
れ、枠体の上下開口端から突出するローラ群の各ローラ
を受ける転動面を有し、且つ、その転動面上でのローラ
群の転動範囲を規制する突壁を設けた一対のガイドとか
らなることを特徴とする防振装置。
(1) A support in which a pair of roller groups in which multiple rollers are arranged in parallel are arranged vertically with the rollers of each roller group orthogonal to each other and supported on a frame, and a support is arranged above and below the support. , a pair of guides having a rolling surface for receiving each roller of the roller group protruding from the upper and lower opening ends of the frame body, and provided with a projecting wall for regulating the rolling range of the roller group on the rolling surface. A vibration isolating device characterized by comprising:
JP23085890A 1990-08-31 1990-08-31 Vibration-proof device Pending JPH04113046A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23085890A JPH04113046A (en) 1990-08-31 1990-08-31 Vibration-proof device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23085890A JPH04113046A (en) 1990-08-31 1990-08-31 Vibration-proof device

Publications (1)

Publication Number Publication Date
JPH04113046A true JPH04113046A (en) 1992-04-14

Family

ID=16914409

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23085890A Pending JPH04113046A (en) 1990-08-31 1990-08-31 Vibration-proof device

Country Status (1)

Country Link
JP (1) JPH04113046A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08240033A (en) * 1995-03-02 1996-09-17 Sumitomo Constr Co Ltd Base isolation structure
US5913503A (en) * 1997-03-31 1999-06-22 Kabushiki Kaisha Okumuragumi Aseismatic mount for exhibiton of articles and showcase equipped with aseismatic mount
JPH11294527A (en) * 1998-04-10 1999-10-29 Infunikkusu:Kk Base isolation table
JP2001288930A (en) * 2001-02-13 2001-10-19 Sumitomo Constr Co Ltd Seismically isolated structure
JP5497235B1 (en) * 2013-09-04 2014-05-21 ヤクモ株式会社 Seismic isolation device
JP2017101794A (en) * 2015-12-04 2017-06-08 清水建設株式会社 Seism base isolation mechanism
JP2020143728A (en) * 2019-03-06 2020-09-10 清水建設株式会社 Supporting mechanism and vibration proof floor structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08240033A (en) * 1995-03-02 1996-09-17 Sumitomo Constr Co Ltd Base isolation structure
US5913503A (en) * 1997-03-31 1999-06-22 Kabushiki Kaisha Okumuragumi Aseismatic mount for exhibiton of articles and showcase equipped with aseismatic mount
JPH11294527A (en) * 1998-04-10 1999-10-29 Infunikkusu:Kk Base isolation table
JP2001288930A (en) * 2001-02-13 2001-10-19 Sumitomo Constr Co Ltd Seismically isolated structure
JP5497235B1 (en) * 2013-09-04 2014-05-21 ヤクモ株式会社 Seismic isolation device
JP2017101794A (en) * 2015-12-04 2017-06-08 清水建設株式会社 Seism base isolation mechanism
JP2020143728A (en) * 2019-03-06 2020-09-10 清水建設株式会社 Supporting mechanism and vibration proof floor structure

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