JPH0243430A - Anti-seismic device and anti-seismic and vibration-preventing device - Google Patents

Anti-seismic device and anti-seismic and vibration-preventing device

Info

Publication number
JPH0243430A
JPH0243430A JP19360588A JP19360588A JPH0243430A JP H0243430 A JPH0243430 A JP H0243430A JP 19360588 A JP19360588 A JP 19360588A JP 19360588 A JP19360588 A JP 19360588A JP H0243430 A JPH0243430 A JP H0243430A
Authority
JP
Japan
Prior art keywords
support
guide block
ball bearing
seismic isolation
vibration
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
JP19360588A
Other languages
Japanese (ja)
Other versions
JPH0635769B2 (en
Inventor
Kunio Aoto
邦夫 青砥
Yoshikatsu Miura
義勝 三浦
Taro Ikeda
太郎 池田
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.)
KASHIMA TATEMONO SOGO KANRI KK
Kajima Corp
Original Assignee
KASHIMA TATEMONO SOGO KANRI KK
Kajima 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 KASHIMA TATEMONO SOGO KANRI KK, Kajima Corp filed Critical KASHIMA TATEMONO SOGO KANRI KK
Priority to JP63193605A priority Critical patent/JPH0635769B2/en
Publication of JPH0243430A publication Critical patent/JPH0243430A/en
Publication of JPH0635769B2 publication Critical patent/JPH0635769B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To break vibration of a substructural body by composing the titled device of a supporting body to support a superstructural body, a bearing plate fixed in the substructural body, a number of ball bearings provided between them, and a guide block. CONSTITUTION:The titled device consists of a supporting body 1 for supporting a vertical load and having a horizontal bottom surface, a fixed bearing plate 2 having a smooth and highly rigid horizontal surface, ball bearings 3 provided between them, and a guide block 4 fixed around the supporting body with a clearance (c). When the superstructural body B1 moves relative to a substructural body B2, the ball bearings 3 on the other side to the moving direction of the supporting body 1 are guided by the guide block 4 to get into the clearance (c) and then go to the moving direction side to be put between the supporting body 1 and the bearing plate 2 again. The ball bearings 3 are thus always put on the friction surface, thereby vibration isolating effect can be achieved sufficiently.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は主として免震床に設置される、免震装置及び
免震防振装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a seismic isolation device and a seismic isolation/vibration isolator that are mainly installed on a seismic isolation floor.

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

床免震の方法として従来実施されている、転がり支承、
滑り支承、ダンパー等の中で転がり支承が最も絶縁効果
が高いが、転がり部材としてボールベアリングを用いる
場合、常に安定したベアリングによる支持状態を確保す
るにはベアリングの配置方法、すなわちベアリングの、
ベアリング上に載る支承体との相対移動時の処理方法が
問題となる。
Rolling bearings, which are conventionally used as floor seismic isolation methods,
Among sliding bearings, dampers, etc., rolling bearings have the highest insulating effect, but when using ball bearings as rolling members, in order to always ensure stable support by the bearings, it is important to know how to arrange the bearings, that is, how to place the bearings.
The problem is how to handle the relative movement with the support that rests on the bearing.

この発明はこの転がり支承の、ボールベアリングを用い
る場合に直面する上記課題に着目してなされたもので、
ベアリングの処理問題を解決する装置を新たに提案しよ
うとするものである。
This invention was made by focusing on the above-mentioned problems faced when using ball bearings for this rolling bearing.
The aim is to propose a new device that solves bearing processing problems.

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

本発明ではボールベアリング上に載る支承体の外周に、
一体にガイドブロックを配置し、支承体の外周面とガイ
ドブロックの内周面間にボールベアリングの径と同程度
のクリアランスを周回して設けることにより装置を支承
体と、ボールベアリングが載る受皿との相対移動時にボ
ールベアリングがクリアランス内へ回り込み、循環する
構造とし、ボールベアリングの処理問題を解決する。
In the present invention, on the outer periphery of the support that rests on the ball bearing,
By arranging the guide block integrally and providing a clearance of the same degree as the diameter of the ball bearing between the outer peripheral surface of the support and the inner peripheral surface of the guide block, the device can be connected to the support and the receiving plate on which the ball bearing rests. This structure solves the ball bearing processing problem by having a structure in which the ball bearing wraps around and circulates within the clearance during relative movement.

ボールベアリングは支承体の相対移動時、ガイドブロッ
クの下端に掬われてクリアランス内へ入り込み、支承体
の移動量に応じて支承体回りをその移動方向側へ循環す
る。
When the support moves relative to each other, the ball bearing is scooped up by the lower end of the guide block and enters the clearance, and circulates around the support in the direction of movement depending on the amount of movement of the support.

〔実 施 例〕〔Example〕

以下本発明を一実施例として免震床を示す図面に基づい
て説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below as an embodiment based on drawings showing a seismic isolation floor.

まず第1請求項記載の発明を説明する。First, the invention described in the first claim will be explained.

この発明の免震装置Aは第1図に示すように上部構造体
B、の鉛直荷重を支持し、底面が水平な支承体1と、下
部構造体(躯体)B2上に水平面をなして固定される受
皿2と、支承体1ノ底面と受皿2の上面間に介在する多
数のボールベアリング3と、支承体1の外周部面りに配
置され、支承体1と一体化したガイドブロック4とから
構成され、支承体1がボールベアリング3上を転がるこ
とによって下部構造体B、の水平振動を絶縁するもので
ある。
As shown in Fig. 1, the seismic isolation device A of the present invention supports the vertical load of an upper structure B, and is fixed in a horizontal plane on a support 1 whose bottom surface is horizontal and on a lower structure (framework) B2. a large number of ball bearings 3 interposed between the bottom surface of the support 1 and the top surface of the support 2, and a guide block 4 disposed on the outer peripheral surface of the support 1 and integrated with the support 1. The supporting body 1 rolls on the ball bearing 3 to insulate the horizontal vibration of the lower structure B.

受皿2は平滑且つ高硬度の材料よりなり、下部構造体B
2の天端面の不陸を整えるために敷かれる、特殊モルタ
ルのレベリング材5上に接着される。
The saucer 2 is made of a smooth and hard material, and the lower structure B
It is glued onto a leveling material 5 made of special mortar, which is laid to level the unevenness of the top end surface of 2.

この受皿2上に設置される支承体1と受皿2間にボール
ベアリング3が多数入れられ、支承体1の回りにクリア
ランスCを設けてガイドブロック4が固定される。
A large number of ball bearings 3 are inserted between a support 1 and a support 2 installed on this tray 2, and a guide block 4 is fixed with a clearance C provided around the support 1.

クリアランスCは第1図、第2図に示すようにボールベ
アリング3の径と同程度の大きさで、支承体1の外周を
周回して設けられている。
As shown in FIGS. 1 and 2, the clearance C is approximately the same size as the diameter of the ball bearing 3, and is provided around the outer periphery of the support 1.

またガイドブロック4の下端は受皿2上面から僅かな間
隙をもって切り離され、その内周面は支承体1外周面に
沿った形状をしており、ガイドブロック4は支承体1の
受皿2に対する相対移動時に下端でボールベアリング3
をクリアランスC内へ掬い上げる構造になっている。
In addition, the lower end of the guide block 4 is separated from the upper surface of the tray 2 with a slight gap, and its inner peripheral surface has a shape that follows the outer peripheral surface of the support 1. Ball bearing 3 at the bottom end
The structure is such that the material is scooped up into Clearance C.

受皿2上には防塵、防錆のためダストカバー6が被せら
れ、周囲にはフェルトシール7が接着される。
A dust cover 6 is placed over the saucer 2 to prevent dust and rust, and a felt seal 7 is glued around the periphery.

図示した実施例(免震床)の場合、上部構造体B、には
下部構造体B2から距離をおいて架設される大梁8とそ
の上に支持脚9に支持されて敷設される床パネル10と
からなり、上部構造体B、の鉛直荷重は大梁8に接続さ
れたブラケット11を受ける座板12と、支承体1上に
載り、受皿2の設置誤差と大梁8の変形を吸収する、球
状の底面を有する球面受座13と、両者を連結するボル
ト14を介して支承体1に伝達される。第3図は第1図
のブラケットli位置の平面図である。
In the case of the illustrated embodiment (seismic isolation floor), the upper structure B includes a girder 8 that is constructed at a distance from the lower structure B2, and a floor panel 10 that is supported by support legs 9 and laid on top of the girder 8. The vertical load of the upper structure B is carried out by a seat plate 12 that receives the bracket 11 connected to the girder 8, and a spherical plate that rests on the support 1 and absorbs the installation error of the tray 2 and the deformation of the girder 8. It is transmitted to the support body 1 via a spherical seat 13 having a bottom surface and a bolt 14 that connects the two. FIG. 3 is a plan view of the bracket li in FIG. 1.

上部構造体B、の下部構造体B2に対する相対移動時、
本免震装置Aは第4図に示すように支承体1の移動方向
側と反対側のボールベアリング3がガイドブロック4に
掬われてクリアランスC内に入り込み、更に支承体1外
周面とガイドブロック4内周面間を伝って移動方向側へ
回り込んで落下し、再び支承体1と受皿2間に介在する
という機構で下部構造体B2の振動を遮断する仕組にな
っている。
When the upper structure B moves relative to the lower structure B2,
As shown in Fig. 4, in this seismic isolation device A, the ball bearing 3 on the side opposite to the moving direction of the support 1 is scooped up by the guide block 4 and enters the clearance C, and then the outer peripheral surface of the support 1 and the guide block The vibration of the lower structure B2 is blocked by a mechanism in which the support member B2 travels between the inner circumferential surfaces of the lower structure B2, wraps around in the direction of movement, falls, and then interposes again between the support member 1 and the receiving tray 2.

第2請求項記載発明の免震防振装置Cは実施例に示すよ
うに第1請求項記載の免震装置Aの支承体l上に、上部
構造体B、の鉛直荷重を支持すると同時に、下部構造体
B2の鉛直振動を遮断するコイルばね15を軸を鉛直に
して設置したものである。
As shown in the embodiment, the seismic isolation device C of the invention described in the second claim supports the vertical load of the upper structure B on the support l of the seismic isolation device A described in the first claim, and at the same time, A coil spring 15 that blocks vertical vibration of the lower structure B2 is installed with its axis vertical.

第1図の実施例はコイルばね15に加えて、鉛直振動を
減衰させるオイルダンパ16を設置したものであるが、
コイルばね15は大梁8を直接支える座板12と球面受
座13間、またはオイルダンパ16を併用する場合はオ
イルダンパ16が取り付けられる座板17と球面受座1
3間に配置される。
In the embodiment shown in FIG. 1, in addition to the coil spring 15, an oil damper 16 is installed to damp vertical vibration.
The coil spring 15 is installed between the seat plate 12 that directly supports the girder 8 and the spherical seat 13, or between the seat plate 17 to which the oil damper 16 is attached and the spherical seat 1 when the oil damper 16 is used together.
It is placed between 3.

座板17は球面受座13上に固定されるガイド18によ
って上下動が案内され、貫通するボルト14によって座
板12と同時に挙動する。
The seat plate 17 is guided in vertical movement by a guide 18 fixed on the spherical seat 13, and moves simultaneously with the seat plate 12 by a bolt 14 passing therethrough.

この免震防振装置Cは下部構造体B□の水平変位時には
免震装置Aと同一の挙動を示し、下部構造体B2の鉛直
変位時はコイルばね15が鉛直振動を吸収し、更にオイ
ルダンパ16が振動を減衰させる機構になっている。
This seismic isolation device C exhibits the same behavior as the seismic isolation device A when the lower structure B□ is horizontally displaced, and when the lower structure B2 is vertically displaced, the coil spring 15 absorbs the vertical vibration, and the oil damper 16 is a mechanism for damping vibrations.

第5図はオイルダンパ16を併用しない場合の実施例を
示したものであるが、この場合コイルばね15は座板1
2と球面受座13間に設置され、座板12は球面受座1
3のガイド18によって案内される。図中19は上部構
造体B。
FIG. 5 shows an embodiment in which the oil damper 16 is not used. In this case, the coil spring 15 is connected to the seat plate 1.
The seat plate 12 is installed between the spherical catch 1 and the spherical catch 1.
3 guides 18. 19 in the figure is the upper structure B.

の相対水平移動時用のストッパを示す。This shows a stopper for relative horizontal movement.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りであり、支承体上のボールベアリ
ングが支承体とガイドブロック間に設けられるクリアラ
ンスによって上部構造体の相対移動時に移動し、循環可
能となっているためボールベアリングは常に支承体と受
皿間に介在し、支承体の安定した支持状態が保持され、
ボールベアリングによる絶縁効果を十分に発揮させるこ
とができる。
This invention is as described above, and the ball bearing on the support body moves and circulates when the upper structure moves relative to each other due to the clearance provided between the support body and the guide block, so that the ball bearing is always attached to the support body. interposed between the support plate and the support plate, and the stable support state of the support body is maintained.
The insulation effect of the ball bearing can be fully demonstrated.

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

第1図は本発明の実施例を示した断面図、第2図、第3
図はそれぞれボールベアリング部、ブラケット部の平面
図、第4図はボールベアリングの移動状況を示した断面
図、第5図は他の実施例を示した断面図である。 A・・免震装置、B、  ・・上部構造体、B2・・下
部構造体、■・・支承体、2・・受皿、3・・ボールベ
アリング、4・・ガイドブロック、5・・レベリング材
、C・・クリアランス、6・・ダストカバー 7・・フ
ェルトシール、8・・大梁、9・・支持脚、10・・床
パネル、11・・ブラケット、12・・座板、13・・
球面受座、14・・ボルト、C・・免震防振装置、15
・・コイルばね、16・・オイルダンパ、17・・座板
、18・・ガイド、19・・ストッパ。
Fig. 1 is a sectional view showing an embodiment of the present invention, Fig. 2, Fig. 3
The figures are a plan view of the ball bearing section and the bracket section, respectively, FIG. 4 is a sectional view showing the movement of the ball bearing, and FIG. 5 is a sectional view showing another embodiment. A...Seismic isolation device, B,...Upper structure, B2...Lower structure, ■...Support, 2...Saucer, 3...Ball bearing, 4...Guide block, 5...Leveling material , C...Clearance, 6...Dust cover 7...Felt seal, 8...Main beam, 9...Support leg, 10...Floor panel, 11...Bracket, 12...Seat plate, 13...
Spherical catch, 14...Bolt, C...Seismic isolation and vibration isolation device, 15
...Coil spring, 16..Oil damper, 17..Seat plate, 18..Guide, 19..Stopper.

Claims (2)

【特許請求の範囲】[Claims] (1)上部構造体の鉛直荷重を支持する、底面が水平な
支承体と、下部構造体上に水平面をなして固定される受
皿と、支承体の底面と受皿との間に介在する多数の球状
のボールベアリングと、支承体の外周部回りに配置され
、支承体と一体化したガイドブロックとから構成され、
支承体外周面とガイドブロック内周面間には支承体の受
皿に対する相対移動時にボールベアリングが回り込み、
循環可能な、ボールベアリングの径と同程度のクリアラ
ンスが周回して設けてあることを特徴とする免震装置。
(1) A support with a horizontal bottom that supports the vertical load of the upper structure, a saucer fixed to the lower structure in a horizontal plane, and a large number of supports that are interposed between the bottom of the support and the saucer. It consists of a spherical ball bearing and a guide block that is placed around the outer periphery of the support and is integrated with the support.
A ball bearing rotates between the outer peripheral surface of the support and the inner peripheral surface of the guide block when the support moves relative to the receiving plate.
A seismic isolation device that allows circulation and is characterized by having a clearance around the same extent as the diameter of a ball bearing.
(2)第1請求項記載の免震装置の支承体の上部に、上
部構造体の鉛直荷重を支持すると同時に、下部構造体の
鉛直方向の振動を遮断するコイルばねが軸を鉛直にして
設置してあることを特徴とする免震防振装置。
(2) A coil spring that supports the vertical load of the upper structure and at the same time blocks vertical vibrations of the lower structure is installed with its axis vertical on the upper part of the support of the seismic isolation device according to the first claim. A seismic isolation and vibration isolation device characterized by:
JP63193605A 1988-08-03 1988-08-03 Seismic isolation device and seismic isolation device Expired - Lifetime JPH0635769B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63193605A JPH0635769B2 (en) 1988-08-03 1988-08-03 Seismic isolation device and seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63193605A JPH0635769B2 (en) 1988-08-03 1988-08-03 Seismic isolation device and seismic isolation device

Publications (2)

Publication Number Publication Date
JPH0243430A true JPH0243430A (en) 1990-02-14
JPH0635769B2 JPH0635769B2 (en) 1994-05-11

Family

ID=16310727

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63193605A Expired - Lifetime JPH0635769B2 (en) 1988-08-03 1988-08-03 Seismic isolation device and seismic isolation device

Country Status (1)

Country Link
JP (1) JPH0635769B2 (en)

Cited By (1)

* 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

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6197640U (en) * 1984-12-04 1986-06-23
JPS61157894A (en) * 1984-12-27 1986-07-17 株式会社 共栄精工 Supporter
JPS6228384U (en) * 1985-08-02 1987-02-20
JPS62204055U (en) * 1986-06-17 1987-12-26

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6197640U (en) * 1984-12-04 1986-06-23
JPS61157894A (en) * 1984-12-27 1986-07-17 株式会社 共栄精工 Supporter
JPS6228384U (en) * 1985-08-02 1987-02-20
JPS62204055U (en) * 1986-06-17 1987-12-26

Cited By (1)

* 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

Also Published As

Publication number Publication date
JPH0635769B2 (en) 1994-05-11

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