JPH04107339A - Vibrationproof device - Google Patents

Vibrationproof device

Info

Publication number
JPH04107339A
JPH04107339A JP22620990A JP22620990A JPH04107339A JP H04107339 A JPH04107339 A JP H04107339A JP 22620990 A JP22620990 A JP 22620990A JP 22620990 A JP22620990 A JP 22620990A JP H04107339 A JPH04107339 A JP H04107339A
Authority
JP
Japan
Prior art keywords
roller
rollers
roller segment
vibration
support
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
JP22620990A
Other languages
Japanese (ja)
Other versions
JP2918311B2 (en
Inventor
Seinosuke Kato
加藤 清之輔
Akemi Kawanabe
川那辺 あけみ
Teruo Sasaki
輝男 佐々木
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 JP22620990A priority Critical patent/JP2918311B2/en
Publication of JPH04107339A publication Critical patent/JPH04107339A/en
Application granted granted Critical
Publication of JP2918311B2 publication Critical patent/JP2918311B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To display excellent vibrationproof performance by a simple structure so as to facilitate work execution and maintenance by providing rollers at up and down positions in the orthogonal condition by facing back projection curved faces of a pair of roller segments, and providing a rail which has rolling face of the roller at up and down positions. CONSTITUTION:A support body 4 has the structure in which a pair of roller segments 7, 8 are arranged at up and down positions and the roller segments 7, 8 in the upper and lower sections are connected by a column-shaped vibration-proof rubber body 9. The roller segment 7 in the upper section faces a plural number of rollers 10, 10... upward, arranges them in a row in parallel in X direction so that they form projection curved face, and supports them on a support frame 11 in such a way that they can rotate freely. The roller segment 8 in the lower section faces a plural number of rollers 12, 12... downward, arranges them in a row in parallel in Y direction so that they form projection curved face, and supports them on a support frame 13 in such a way that they can rotate freely. The integrated support body 4 which can tilt mutually is constituted by bonding the vibrationproof rubber body 9 on the bottom face of each of support frames 11, 13 by vulcanization bonding in the condition where mutual rollers 10..., 12... of each of roller segments 7, 8 are orthogonal.

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、詳しくはコンピュータ、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及び
鉛直変位可能に支持し、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] [Industrial Application Field] The present invention relates to a vibration isolating device, and more specifically, the present invention relates to a vibration isolating device, and more specifically, it is used to convert superstructures such as floors on which equipment such as computers, precision measuring instruments, and precision processing instruments are mounted, into slabs. The equipment is supported horizontally and vertically on a substructure such as a substructure that can be moved horizontally and vertically to prevent equipment from stopping, overturning, or breaking electrical wiring due to traffic vibrations or earthquakes. The present invention relates to a vibration isolator that protects the user from vibrations.

〔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、以下のi〜iiiに示すようなものがある。
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 are those shown in i to iii below.

i、特開昭64−69842号公報に開示された発明は
、転動球、復元ばね、粘性ダンパ、積層ゴム構造体を組
合わせ、環境振動等のミクロンオーダの振動を積層ゴム
構造体で吸収し、地震時の大きな揺れを転動球、復元ば
ねで吸収するようにした防振装置である。
i. The invention disclosed in Japanese Patent Application Laid-Open No. 64-69842 combines a rolling ball, a restoring spring, a viscous damper, and a laminated rubber structure, and absorbs micron-order vibrations such as environmental vibrations with the laminated rubber structure. This is a vibration isolator that uses rolling balls and restoring springs to absorb large shaking during earthquakes.

ii、特開平2−35140号公報に開示された発明は
、球体及び復元ばねを組合わせ、球体あるいは上部構造
体の下面、下部構造体の上面に弾性(粘弾性)被覆層を
形成することにより、ボールベアリングの上下面とのな
じみをよくし、また、ノイズの発生を解消するようにし
た防振装置である。
ii. The invention disclosed in JP-A-2-35140 combines a sphere and a restoring spring, and forms an elastic (viscoelastic) coating layer on the lower surface of the sphere or the upper structure, and the upper surface of the lower structure. This is a vibration isolator that improves the fit between the upper and lower surfaces of ball bearings and eliminates noise generation.

iii 、特開昭56−46042号公報に開示された
発明は、球体と二つの湾曲盤体とを組合わせ、この湾曲
盤体間に球体を介在させることにより湾曲盤体の凹曲面
と接触する球体の転勤でもって振動を吸収するようにし
た防振装置である。
iii. The invention disclosed in Japanese Unexamined Patent Publication No. 56-46042 combines a sphere and two curved disk bodies, and by interposing the sphere between the curved disk bodies, it comes into contact with the concave curved surface of the curved disk bodies. This is a vibration isolator that absorbs vibrations by moving spheres.

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

ところで、前述した1−jiに記載した各種の防振装置
には以下に示す問題点があった。
By the way, the various vibration isolators described in 1-ji mentioned above have the following problems.

i、特開昭64−69842号公報に開示された防振装
置では、転動球の転勤に減衰作用がないので何らかの形
でダンパを別に設置しなければならない。また、この転
動球の転勤が全方向に亘って自由となっているので、転
動球の中立位置を決める何らかの手段や、上記転動球を
中立位置に復帰させるための復元ばねが不可欠となって
くる。更に、転動球の加工精度や転動面の施工状態が悪
いと、複数の転動球が均等に荷重を受けられず、場合に
よってはガタが生じることもある。
i. The vibration isolating device disclosed in Japanese Patent Application Laid-open No. 64-69842 does not have a damping effect on the movement of the rolling ball, so some form of damper must be installed separately. In addition, since the rolling ball can move freely in all directions, some means of determining the neutral position of the rolling ball and a restoring spring to return the rolling ball to the neutral position are essential. It's coming. Furthermore, if the processing accuracy of the rolling balls or the construction condition of the rolling surfaces is poor, the plurality of rolling balls will not be able to receive the load evenly, and in some cases, looseness may occur.

ii、特開平2−35140号公報に開示された防振装
置でも、転動球を中立位置に復帰させるためにはやはり
復元ばねを設けなければならない。また、球体で建築物
などの大きな荷重を受けると、受圧面がスポット的にな
るため、受圧面での歪みが大きく、弾性(粘弾性)被覆
層が破損しやすい等の問題があった。
ii. Even with the vibration isolating device disclosed in Japanese Unexamined Patent Publication No. 2-35140, a restoring spring must be provided in order to return the rolling ball to the neutral position. Furthermore, when a sphere receives a large load from a building or the like, the pressure-receiving surface becomes spotty, causing large distortions on the pressure-receiving surface and causing problems such as easy damage to the elastic (viscoelastic) coating layer.

iii、特開昭56−46042号公報に開示された防
振装置では、湾曲盤体間での球体の転勤によって支持高
さが増加し、その位置エネルギーによって元の位置に復
帰させるようにしているが、実際上、数ケ所で建物を支
持した場合、球体が均等に荷重を受けられず、球体が過
負荷を受けたり或いは球体と湾曲盤体間に隙間が生じた
りして安定した防振作用が得られず、減衰作用も不十分
でダンパを別に設置しなければならない。
iii. In the vibration isolating device disclosed in Japanese Patent Application Laid-Open No. 56-46042, the support height is increased by the transfer of the sphere between the curved disc bodies, and the potential energy is used to return it to its original position. However, in reality, when a building is supported at several locations, the spheres cannot receive the load evenly, resulting in overloads on the spheres, or gaps between the spheres and the curved body, making it difficult to maintain a stable vibration isolation effect. , and the damping effect is insufficient, requiring a separate damper to be installed.

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、施工やメンテナンスが容易
で実用的な防振装置を提供することにある。
The present invention has been proposed in view of the above problems, and an object of the present invention is to provide a practical vibration isolator that is easy to install and maintain.

〔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
、複数のローラを凸曲面状となるように並列させて軸支
した一対のローラセグメントを、その凸曲面を上下側に
向けて背向させ、且つ、各ローラセグメントの相互のロ
ーラを直交させた状態で相互に傾動可能に上下配置し、
各ローラセグメントのローラを受ける凹曲面状の転動面
を有するレールを各ローラセグメントの上下に配置した
ことである。
A technical means for achieving the above object of the present invention is to arrange a pair of roller segments in which a plurality of rollers are arranged parallel to each other so as to have a convex curved surface and pivoted, facing each other with their convex curved surfaces facing up and down. , and the rollers of each roller segment are arranged vertically so as to be tiltable relative to each other with the rollers orthogonal to each other,
Rails having concave rolling surfaces for receiving the rollers of each roller segment are arranged above and below each roller segment.

〔作用〕[Effect]

本発明に係る防振装置では、各ローラセグメントのロー
ラがレールの転動面上をX方向及びY方向に転動し得る
ので、上記ローラセグメントがXY平面のあらゆる方向
に移動可能となる。この時、ローラセグメントのローラ
が凸曲面状をなし、これをレールの凹曲面状の転動面で
受けるため、上記ローラセグメントを相互にあらゆる方
向に傾動可能とした。更に転動面に粘弾性体を用いるこ
とにより鉛直並びに水平の微小振動を絶縁し、大きい水
平振動に対してはローラの転勤に伴うエネルギー吸収作
用によって振動の揺れ戻しを最小限にとどめることがで
きる。これにより、交通振動や地震動の発生時、鉛直な
らびに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, since the rollers of each roller segment can roll on the rolling surface of the rail in the X direction and the Y direction, the roller segment can move in all directions on the XY plane. At this time, since the rollers of the roller segments have a convex curved surface and are received by the concave curved rolling surface of the rail, the roller segments can be tilted relative to each other in all directions. Furthermore, by using a viscoelastic material on the rolling surface, vertical and horizontal minute vibrations can be insulated, and large horizontal vibrations can be minimized by the energy absorption effect that accompanies roller transfer. . As a result, when traffic vibrations or earthquake vibrations occur, vertical and horizontal vibrations are quickly absorbed, providing excellent vibration isolation.

〔実施例] 本発明に係る防振装置の実施例を第1図乃至第11図を
参照しながら説明する。
[Example] An example of the vibration isolator according to the present invention will be described with reference to FIGS. 1 to 11.

第1図乃至第4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
測機器や精密加工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 Figs. 1 to 4 consists of a slab (2) which is a lower structure, and an upper part on which equipment such as computers, precision measuring instruments, precision processing instruments, etc. are placed. It is installed between the structure and the vibration-proof floor (3).

この防振装置(1)は、後述する支承体(4)とその支
承体(4)の上下に配置されて防振床(3)及びスラブ
(2)に夫々取付けられた上下一対のレール(5,) 
 (6)  (以下上部及び下部レールと称す)とで構
成される。
This vibration isolator (1) consists of a support (4), which will be described later, and a pair of upper and lower rails (1) placed above and below the support (4) and attached to a vibration isolator floor (3) and a slab (2), respectively. 5,)
(6) (hereinafter referred to as the upper and lower rails).

上記支承体(4)は、一対のローラセグメント(7)(
8)(以下上部及び下部ローラセグメントと称す)を上
下に配置して上部ローラセグメント(7)と下部ローラ
セグメント(8)とを柱状の防振ゴム体(9)で連結し
た構造を有する。上部ローラセグメント(7)は複数の
ローラ(10)(10)・・・を上方に向けて凸曲面状
となるようにX方向に並列させて支持枠(11)に回転
自在に軸支したもので、これに対し、下部ローラセグメ
ント(8)は複数のローラ(12)  (12)・・・
を下方に向けて凸曲面状となるようにY方向に並列させ
て支持枠(13)に回転自在に軸支したものである。こ
のように上部及び下部ローラセグメン+17)(8)を
、その凸曲面を上下側に向けて背向させ、且つ、各ロー
ラセグメント(7)(8)の相互のローラ(10)・・
・(12)・・・を直交させた状態で、各支持枠(11
)  (13)の底面に防振ゴム体(9)を加硫接着な
どで固着することにより相互に傾動可能に一体化した支
承体(4)が構成される。
The support (4) has a pair of roller segments (7) (
8) (hereinafter referred to as upper and lower roller segments) are arranged one above the other, and the upper roller segment (7) and the lower roller segment (8) are connected by a pillar-shaped vibration-proof rubber body (9). The upper roller segment (7) is a plurality of rollers (10) (10)... arranged in parallel in the X direction so as to form a convex curved surface facing upward and rotatably supported on a support frame (11). In contrast, the lower roller segment (8) has a plurality of rollers (12) (12)...
are arranged in parallel in the Y direction so as to form convex curved surfaces facing downward, and are rotatably supported on a support frame (13). In this way, the upper and lower roller segments +17) and (8) are turned backwards with their convex curved surfaces facing up and down, and the mutual rollers (10) of each roller segment (7) and (8)...
・(12)... are perpendicular to each support frame (11).
) By fixing the vibration-proof rubber body (9) to the bottom surface of (13) with vulcanization adhesive or the like, a mutually tiltable support body (4) is constructed.

一方、上部及び下部レール(5)(6)は上部及び下部
ローラセグメント(7)(8)のローラ(10)・・・
(12)・・・を受ける凹曲面状の転動面(14)(1
5)を有する。具体的には、鋼板などのレールベース(
16)  (17)に粘弾性体(18)  (19)を
加硫接着などにより一体的に固着し、その粘弾性体(1
8)  (19)の下面及び上面を転動面(14)  
(15)とする。上部レール(5)の転動面(14)は
上部ローラセグメント(7)の凸曲面状をなすローラ(
10)  (10)・・・が当接して転動するようにX
方向に延びる凹曲面状をなし、下部レール(6)の転動
面(15)は下部ローラセグメント(8)の凸曲面状を
なすローラ(12)  (12)・・・が当接して転動
するようにY方向に延びる凹曲面状をなす。上部及び下
部レール(5)(6)のレールペニス(16)(17)
の両側部は、L字状に折曲げられて粘弾性体(1B) 
 (19)の転動面(14)  (15)の両側から突
出して起立するローラガイド(20)(20)(21)
(21)が形成され、このローラガイド(20)  (
20)(21)  (21)により上記転動面(14)
  (15)上を転勤するローラ(10)・・・(12
)・・・を位置規制する。尚、上部及び下部レール(5
)(6)の転動面(14)  (15)は、上述した構
造以外にも粘弾性体からなるシート部材を凹曲面状をな
す部材に貼り付けることにより形成してもよい。また、
この転動面(14)  (15)は上述した粘弾性体で
形成することが好ましいが、この粘弾性体がなくても、
また、それ以外の材質で形成してもよいのは勿論である
Meanwhile, the upper and lower rails (5) (6) are connected to the rollers (10) of the upper and lower roller segments (7) (8)...
(12) Concave curved rolling surface (14) (1
5). Specifically, rail bases such as steel plates (
16) The viscoelastic body (18) (19) is integrally fixed to (17) by vulcanization adhesive etc.
8) The lower and upper surfaces of (19) are the rolling surfaces (14)
(15). The rolling surface (14) of the upper rail (5) is a convexly curved roller of the upper roller segment (7).
10) (10)
The rolling surface (15) of the lower rail (6) is in contact with the convexly curved rollers (12) (12) of the lower roller segment (8) and rolls. It forms a concave curved surface extending in the Y direction. Upper and lower rails (5) (6) rail penis (16) (17)
Both sides of the are bent into an L shape to form a viscoelastic body (1B).
Roller guides (20) (20) (21) protruding from both sides of (19) rolling surfaces (14) (15)
(21) is formed, and this roller guide (20) (
20) (21) Due to (21), the above rolling surface (14)
(15) Roller transferring above (10)...(12)
)... to regulate its position. In addition, the upper and lower rails (5
)(6) The rolling surfaces (14) and (15) may be formed by pasting a sheet member made of a viscoelastic material to a member having a concave curved surface shape, in addition to the structure described above. Also,
These rolling surfaces (14) and (15) are preferably formed of the above-mentioned viscoelastic material, but even without this viscoelastic material,
Moreover, it goes without saying that it may be made of other materials.

上記構成からなる防振装置(1)を実使用するに際して
は、上部及び下部レール(5)(6)を各レールベース
(16)  (17)を防振床(3)の下面及びスラブ
(2)の上面にネジ止め等で取付は固定することにより
実装し、その上部レール(5)と下部レール(6)間に
支承体(4)を介在させる。この実使用状態の防振装置
(1)を建築物の一部に適用した床防振の施工例を第5
図に示す。
When actually using the vibration isolator (1) having the above configuration, the upper and lower rails (5) and (6) are connected to each rail base (16) and (17) to the lower surface of the vibration isolating floor (3) and the slab (2). ) is mounted by fixing it with screws or the like, and the support body (4) is interposed between the upper rail (5) and the lower rail (6). A construction example of floor vibration isolation in which this vibration isolator (1) in actual use is applied to a part of a building is shown in the fifth example.
As shown in the figure.

この施工例では、後述するように復元ばねやダンパを別
に設置することなく複数の防振装置(1)(1)・・・
のみで防振床(3)を支持できる。複数の防振装置E(
1)(1)・・・はXY力方向厳密に揃えなくても防振
性能には全く支障ない。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(22)の配置に基づく鉛直荷重分布
により設計される。
In this construction example, as described later, multiple vibration isolators (1) (1)...
The anti-vibration floor (3) can be supported only by Multiple vibration isolators E (
1) Even if (1)... is not strictly aligned in the XY force directions, there is no problem with the vibration damping performance. In addition, the above-mentioned vibration isolator (1) (1
)... are designed based on the vertical load distribution based on the arrangement of the equipment (22) placed on the vibration isolation floor (3).

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(23)を張
設して上記間隙を塞いでいる。
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. A bellows (23) is stretched between them to close the gap.

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、防振床
(3)の下部にある上部レール(5)が静止状態で、ス
ラブ(2)の上部にある下部レール(6)がXY平面内
で移動することを考えると、支承体(4)の上部ローラ
セグメント(7)のローラ(10)  (10)・・・
が上部レール(5)の転動面(14)iをX方向に移動
すると共に下部ローラセグメント(8)のローラ(12
)  (12)・・・が下部レール(6)の転動面(1
5)上をY方向に移動する。この上部ローラセグメント
(7)のX方向移動と下部ローラセグメント(8)のY
方向移動により、下部レール(6)のスラブ(2)がX
Y平面のあらゆる方向に移動しても上部レール(5)の
防振床(3)を静止状態に保持できる。この時、上部及
び下部ローラセグメント(7)(8)のローラ(10)
・・・(12)・・・が凸曲面状をなし、これを上部及
び下部レール(5)(6)の凹曲面状の転動面(14)
  (15)で受けているので、上部及び下部ローラセ
グメント(7)(8)を相互に傾動させる必要があり、
これは防振ゴム体(9)の弾性変形により上部及び下部
ローラセグメント(7)(8)をあらゆる方向に傾動可
能としている。
When receiving vibration input from traffic vibration or seismic motion, the upper rail (5) at the bottom of the vibration isolation floor (3) remains stationary, and the lower rail (6) at the top of the slab (2) remains in the XY plane. Considering the movement, the rollers (10) (10) of the upper roller segment (7) of the bearing (4)...
moves along the rolling surface (14)i of the upper rail (5) in the X direction and at the same time moves the roller (12) of the lower roller segment (8).
) (12)... is the rolling surface (1) of the lower rail (6)
5) Move above in the Y direction. This movement of the upper roller segment (7) in the X direction and the movement of the lower roller segment (8) in the Y direction
Due to the directional movement, the slab (2) of the lower rail (6)
The vibration-proof floor (3) of the upper rail (5) can be held stationary even when moving in any direction on the Y plane. At this time, the rollers (10) of the upper and lower roller segments (7) (8)
...(12) ... has a convex curved surface shape, and this is the concave curved rolling surface (14) of the upper and lower rails (5) and (6).
(15), it is necessary to tilt the upper and lower roller segments (7) and (8) relative to each other.
This allows the upper and lower roller segments (7) and (8) to be tilted in all directions by elastic deformation of the vibration isolating rubber body (9).

より具体的に説明するため、例えば、静止状態にある防
振床(3)の上部レール(5)に対して、スラブ(2)
の下部レール(6)がX方向にaだけ変位した状態を第
6図に示す。この場合、支承体(4)の下部ローラセグ
メント(8)のローラ(12)  (12)・・・はそ
の長手方向変位となるので転動せず、上部ローラセグメ
ント(7)はそのローラ(10)  (10)・・・が
上部レール(5)の転動面(14)を転動しながら中立
位置からX方向にaだけ移動することになる。この時、
上部ローラセグメント(7)のローラ(10)  (1
0)・・・が凸曲面状をなし、これを上部レール(5)
の凹曲面状の転動面(14)で受けているので、防振ゴ
ム体(9)の弾性変形により上部ローラセグメント(7
)が下部ローラセグメント(8)に対してX方向にθだ
け傾動する。このように上部ローラセグメント(7)の
ローラ(10)  (10)・・・を凸曲面状とし、こ
れを上部レール(5)の凹曲面状の転動面(14)で受
けることにより、防振床(3)とスラブ(2)間の支承
高さhがh+Δhに増加することで、その増加分Δhが
最も安定した値、即ち0になろうとするため最終的に支
承高さはhに自動的に復帰する。即ち、上部ローラセグ
メント(7)を中立位置に自動的に復帰させることがで
き、復元ばねを別に設置する必要はなくなる。また、上
記上部ローラセグメント(7)のローラ(10)  (
10)・・・が当接して転動する上部レール(5)の転
動面(14)を粘弾性体(18)で形成したことにより
、上部ローラセグメント(7)の移動時、ローラ(10
)  (10)・・・が粘弾性体(18)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)・・・の転動
を速やかに減衰させることができ、ダンパを別に設置す
る必要もなくなる。また、上部ローラセグメント(7)
を複数のローラ(10)  (10)・・・を並列させ
て構成したから、上部ローラセグメント(7)での荷重
負担能力を高くすることができ、本出願人の実験結果に
よれば、例えば300mm ×300mmの平面スペー
スで2000〜5000kgfの荷重を負担させること
が可能となる。
To explain more specifically, for example, with respect to the upper rail (5) of the vibration-proof floor (3) in a stationary state,
FIG. 6 shows a state in which the lower rail (6) of is displaced by a in the X direction. In this case, the rollers (12) (12)... of the lower roller segment (8) of the support (4) do not roll due to their longitudinal displacement, and the upper roller segment (7) does not roll. ) (10) ... will move by a amount a in the X direction from the neutral position while rolling on the rolling surface (14) of the upper rail (5). At this time,
Roller (10) (1) of upper roller segment (7)
0)... has a convex curved surface, which is the upper rail (5)
Since it is supported by the concave curved rolling surface (14) of the upper roller segment (7), the upper roller segment (7
) is tilted by θ in the X direction with respect to the lower roller segment (8). In this way, the rollers (10) (10)... of the upper roller segment (7) have a convex curved surface and are received by the concave curved rolling surface (14) of the upper rail (5), thereby preventing As the bearing height h between the shaking bed (3) and the slab (2) increases to h + Δh, the increase Δh tries to reach the most stable value, that is, 0, so the bearing height eventually becomes h. It will return automatically. That is, the upper roller segment (7) can be automatically returned to the neutral position, and there is no need to separately install a restoring spring. Also, the roller (10) of the upper roller segment (7) (
10) The rolling surface (14) of the upper rail (5) on which the upper rails (5) roll in contact with each other is made of a viscoelastic material (18), so that when the upper roller segment (7) moves, the roller (10)
) (10)... rolls while giving local deformation to the viscoelastic body (18), and the energy loss due to this local deformation quickly causes the rollers (10) (10)... to roll. It can be damped and there is no need to install a separate damper. Also, the upper roller segment (7)
Since it is constructed by arranging a plurality of rollers (10) (10)... in parallel, the load-bearing capacity of the upper roller segment (7) can be increased, and according to the applicant's experimental results, for example. It becomes possible to bear a load of 2000 to 5000 kgf in a plane space of 300 mm x 300 mm.

尚、前述ではスラブ(2)の下部レール(6)がX方向
に変位した場合について説明したが、スラブ(2)の下
部レール(6)がX方向に変位した場合でも、支承体(
4)の下部ローラセグメント(8)はそのローラ(12
)  (12)・・・が下部レール(6)の転動面(1
5)を転動しながら中立位置からX方向に移動すること
になり、前述のX方向の場合と同様であるため説明は省
略する。
In addition, although the case where the lower rail (6) of the slab (2) was displaced in the X direction was explained above, even if the lower rail (6) of the slab (2) was displaced in the X direction, the support (
The lower roller segment (8) of
) (12)... is the rolling surface (1) of the lower rail (6)
5) will be moved from the neutral position in the X direction while rolling, which is the same as the case in the X direction described above, so the explanation will be omitted.

最後に、本発明の他の実施例を第7図乃至第11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
は支承体(24)のみであり、他の部分については同様
であるため説明は省略する。この実施例の支承体(24
)は、第7図乃至第10図に示すように上下中央にくび
れ部(25)と、そのくびれ部(25)から上下方へ延
びて相互に直交配置された上部及び下部支持板部(26
)  (27)とを−体的に成形するか或いは別々に組
付けたナイロン等のプラスチック製支持体(28)から
なり、上部及び下部支持板部(26)  (27)の両
側面に支軸(29)・・・(30)・・・が並列状態で
植設され、この支軸(29)・・・(30)・・・にロ
ーラ(31)・・・(32)・・・を貫挿した構造を有
する。尚、図示しないが上記ローラ(31)・・・(3
2)・・・が支軸(29)・・・(30)・・・から抜
脱しないように適宜の手段が施されている。
Finally, another embodiment of the present invention will be described based on FIGS. 7 to 11. This embodiment differs from the previous embodiment only in the support body (24), and the other parts are the same, so their explanation will be omitted. The support of this example (24
) has a constriction part (25) in the vertical center, and upper and lower support plate parts (26) extending vertically from the constriction part (25) and disposed orthogonally to each other, as shown in FIGS.
) (27) and is made of a plastic support (28) made of nylon or the like which is molded integrally or assembled separately, and has support shafts on both sides of the upper and lower support plate parts (26) and (27). (29)...(30)... are installed in parallel, and rollers (31)...(32)... are attached to these spindles (29)...(30)... It has a penetrating structure. Although not shown, the roller (31)...(3
2) Appropriate means are provided to prevent the... from coming off the support shafts (29)...(30)...

これにより上部支持板部(26)、支軸(29)及びロ
ーラ(31)  (31)・・・からなる上部ローラセ
グメン) (33)が構成され、同様に、下部支持板部
(27) 、支軸(30)及びローラ(32)  (3
2)・・・からなる下部ローラセグメント(34)が構
成される。上部ローラセグメント(33)と下部ローラ
セグメント(34)とはくびれ部(25)により相互に
傾動可能に連結される。上部及び下部ローラセグメント
(33)  (34)では、複数のローラ(31)・・
・(32)・・・が凸曲面状となるように並列状態で上
部及び下部支持板部(26)  (27)に支軸(29
)・・・(30)・・・により軸支される。
This constitutes an upper roller segment (33) consisting of the upper support plate part (26), the support shaft (29), and the rollers (31) (31), and similarly, the lower support plate part (27), Support shaft (30) and roller (32) (3
2) A lower roller segment (34) is constructed. The upper roller segment (33) and the lower roller segment (34) are tiltably connected to each other by a constriction (25). In the upper and lower roller segments (33) (34) a plurality of rollers (31)...
The support shafts (29) are attached to the upper and lower support plate parts (26) (27) in parallel so that (32)... have a convex curved surface shape.
)...(30)...

この支承体(24)を防振床(3)の上部レール(5)
とスラブ(2)の下部レール(6)間に介在させて実使
用した際、交通振動や地震動の発生時、前述の実施例で
説明した場合(第6図参照)のようにスラブ(2)がX
方向に移動した場合、第11図に示すように上部レール
(5)の転動面(14)をX方向に移動する上部ローラ
セグメント(33)は、くびれ部(25)の弾性変形に
より下部ローラセグメント(34)に対してθだけ傾動
する。
This support (24) is attached to the upper rail (5) of the vibration-proof floor (3).
When actually used between the lower rail (6) of the slab (2) and the lower rail (6) of the slab (2), when traffic vibration or earthquake motion occurs, the lower rail (6) of the slab (2) is X
When the upper roller segment (33) moves in the X direction on the rolling surface (14) of the upper rail (5) as shown in FIG. It is tilted by θ with respect to the segment (34).

尚、上記実施例では、上記ローラセグメント(7)と下
部ローラセグメント(8)とを防振ゴム体(9)或いは
プラスチック製のくびれ部(25)で連結したが、本発
明はこれ以外で上部及び下部ローラセグメント(7)(
8)を相互にあらゆる方向に傾動させ得る構造であれば
よい。
In the above embodiment, the roller segment (7) and the lower roller segment (8) are connected by the vibration isolating rubber body (9) or the plastic constriction (25), but the present invention does not connect the upper roller segment (7) to the lower roller segment (8). and lower roller segment (7) (
8) may be of any structure as long as it can be tilted relative to each other in any direction.

また、上記実施例では、上部及び下部レール(5)(6
)の転動面(14)  (15)を粘弾性体で形成した
が、本発明はこれに限定されることなく、上部及び下部
ローラセグメント(7)(8)の各ローラ(10)・・
・(12)・・・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, in the above embodiment, the upper and lower rails (5) (6
) are formed of a viscoelastic material, but the present invention is not limited thereto, and each roller (10) of the upper and lower roller segments (7), (8)...
-(12)...The material itself or its surface may be made of a viscoelastic material.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、複数のローラを凸曲面状となるように
並列させて軸支した一対のローラセグメントを、その凸
曲面を上下側に向けて背向させ、且つ、各ローラセグメ
ントの相互のローラを直交させた状態で相互に傾動可能
に上下配置し、各ローラセグメントのローラを受ける凹
曲面状の転動面を有するレールを各ローラセグメントの
上下に配置したことにより、簡単な構造で優れた防振性
能を発揮し、しかも、施工やメンテナンスが容易な実用
的価値大なる防振装置を提供できる。
According to the present invention, a pair of roller segments in which a plurality of rollers are arranged in parallel and supported in a convexly curved surface shape are placed opposite each other with their convexly curved surfaces facing up and down, and the roller segments are mutually The rollers are arranged vertically so that they can tilt relative to each other, with the rollers perpendicular to each other, and rails with concave rolling surfaces that receive the rollers of each roller segment are placed above and below each roller segment, resulting in a simple structure and excellent performance. It is possible to provide a vibration isolating device that exhibits excellent vibration isolating performance, is easy to install and maintain, and has great practical value.

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

第1図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
装置の支承体を示す斜視図、第5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断面図、第6図
は第1図の状態からスラブがX方向に変位した時の支承
体の移動状態を示す断面図、第7図は本発明の他の実施
例における支承体を示す平面図、第8図は第7図のY方
向から見た正面図、第9図は第7図のX方向から見た側
面図、第10図は第7図の支承体のローラを取り外した
状態を示す斜視図、第11図は第8図の状態から上部ロ
ーラセグメントが傾動した状態を示す正面図である。 (1) −防振装置、   (5)(6L−レール、(
7)(8)−ローラセグメンl〜、 (10)  (11)−ローラ、(14)  (15)
−転動面、(31)  (32)〜 ローラ、 (33)  (34L−−一ローラセグメント。
FIG. 1 is a sectional view taken along line X-X in FIG. 2 showing an embodiment of the vibration isolator according to the present invention, and FIG. 2 is a plan view of the vibration isolator.
Figure 3 is a sectional view taken along the Y-Y line in Figure 2, Figure 4 is a perspective view showing the support body of the vibration isolator, and Figure 5 is a floor covering where the vibration isolator is applied to a part of a building. FIG. 6 is a cross-sectional view showing an example of the construction of the swing, FIG. 6 is a cross-sectional view showing the movement state of the support when the slab is displaced in the X direction from the state shown in FIG. 1, and FIG. FIG. 8 is a front view of the support as seen from the Y direction of FIG. 7, FIG. 9 is a side view of the support as seen from the X direction of FIG. 7, and FIG. 10 is a plan view of the support of FIG. FIG. 11 is a perspective view showing a state in which the rollers are removed, and FIG. 11 is a front view showing a state in which the upper roller segment is tilted from the state shown in FIG. (1) - Vibration isolator, (5) (6L-rail, (
7) (8) - Roller segment l ~, (10) (11) - Roller, (14) (15)
- Rolling surface, (31) (32) ~ Roller, (33) (34L--One roller segment.

Claims (1)

【特許請求の範囲】[Claims] (1)複数のローラを凸曲面状となるように並列させて
軸支した一対のローラセグメントを、その凸曲面を上下
側に向けて背向させ、且つ、各ローラセグメントの相互
のローラを直交させた状態で相互に傾動可能に上下配置
し、各ローラセグメントのローラを受ける凹曲面状の転
動面を有するレールを各ローラセグメントの上下に配置
したことを特徴とする防振装置。
(1) A pair of roller segments in which a plurality of rollers are arranged parallel to each other in a convexly curved surface and are supported by shafts are placed opposite each other with their convexly curved surfaces facing up and down, and the rollers of each roller segment are orthogonal to each other. 1. A vibration isolating device characterized in that rails are disposed above and below each roller segment and have concave rolling surfaces for receiving the rollers of each roller segment.
JP22620990A 1990-08-27 1990-08-27 Anti-vibration device Expired - Lifetime JP2918311B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22620990A JP2918311B2 (en) 1990-08-27 1990-08-27 Anti-vibration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22620990A JP2918311B2 (en) 1990-08-27 1990-08-27 Anti-vibration device

Publications (2)

Publication Number Publication Date
JPH04107339A true JPH04107339A (en) 1992-04-08
JP2918311B2 JP2918311B2 (en) 1999-07-12

Family

ID=16841610

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22620990A Expired - Lifetime JP2918311B2 (en) 1990-08-27 1990-08-27 Anti-vibration device

Country Status (1)

Country Link
JP (1) JP2918311B2 (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
JPH10280730A (en) * 1997-04-07 1998-10-20 Sumitomo Constr Co Ltd Insulation bearing device and construction of vibration isolation using it
US5913503A (en) * 1997-03-31 1999-06-22 Kabushiki Kaisha Okumuragumi Aseismatic mount for exhibiton of articles and showcase equipped with aseismatic mount
JPH11227912A (en) * 1998-02-13 1999-08-24 Mitsubishi Steel Mfg Co Ltd Base isolation device foe rack
JP2005240814A (en) * 1997-08-09 2005-09-08 Jiro Kitamura Base-isolating device, slide bearing and base-isolated structure
KR100739877B1 (en) * 2005-09-09 2007-07-16 한양대학교 산학협력단 Floor structure for a building
JP2010002047A (en) * 2008-06-23 2010-01-07 Kanazawa Seisakusho:Kk Support device for base isolation

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
JPH10280730A (en) * 1997-04-07 1998-10-20 Sumitomo Constr Co Ltd Insulation bearing device and construction of vibration isolation using it
JP2005240814A (en) * 1997-08-09 2005-09-08 Jiro Kitamura Base-isolating device, slide bearing and base-isolated structure
JPH11227912A (en) * 1998-02-13 1999-08-24 Mitsubishi Steel Mfg Co Ltd Base isolation device foe rack
KR100739877B1 (en) * 2005-09-09 2007-07-16 한양대학교 산학협력단 Floor structure for a building
JP2010002047A (en) * 2008-06-23 2010-01-07 Kanazawa Seisakusho:Kk Support device for base isolation

Also Published As

Publication number Publication date
JP2918311B2 (en) 1999-07-12

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