JPH05332008A - Base isolation device - Google Patents
Base isolation deviceInfo
- Publication number
- JPH05332008A JPH05332008A JP14382692A JP14382692A JPH05332008A JP H05332008 A JPH05332008 A JP H05332008A JP 14382692 A JP14382692 A JP 14382692A JP 14382692 A JP14382692 A JP 14382692A JP H05332008 A JPH05332008 A JP H05332008A
- Authority
- JP
- Japan
- Prior art keywords
- support
- rolling
- viscous fluid
- isolation device
- seismic isolation
- 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
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は主として床免震に使用
される免震装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device mainly used for floor seismic isolation.
【0002】[0002]
【発明が解決しようとする課題】床免震に使用される免
震装置の支承は上部構造である床に固定され、下部構造
上を滑動する滑り支承と、転動する転がり支承とに大別
されるが、下部構造の低レベルの振動から絶縁効果を発
揮させるには摩擦係数の小さい転がり支承が有利であ
り、実例も多い。The bearings of seismic isolation devices used for floor seismic isolation are roughly classified into sliding bearings that are fixed to the floor that is the upper structure and slide on the lower structure, and rolling bearings that roll. However, rolling bearings with a small friction coefficient are advantageous and have many practical examples in order to exert the insulating effect from the low-level vibration of the substructure.
【0003】この転がり支承は下部構造に固定される支
承体上に載り、水平の2方向に移動するものであるが、
従来の支承体の上面は通常、平坦面,あるいは一定の曲
率を持った曲面で構成されることから、転がり支承の周
期が固定されるため下部構造と共振する恐れがある。The rolling bearing is mounted on a bearing fixed to the lower structure and moves in two horizontal directions.
Since the upper surface of the conventional bearing is usually composed of a flat surface or a curved surface having a certain curvature, the rolling bearing has a fixed cycle, which may cause resonance with the lower structure.
【0004】また支承体の上面を曲面で構成する場合、
転がり支承の免震性能を上げる目的で長周期化するには
曲面の曲率が小さくなるため原位置への復帰力が低下
し、逆に復帰力を上げるには曲率が大きくなるため免震
性能が落ちる、という問題がある。When the upper surface of the support is curved,
In order to increase the seismic isolation performance of rolling bearings, the curvature of the curved surface becomes smaller in order to increase the period, and the return force to the original position decreases. There is a problem of falling.
【0005】この発明は転がり支承型免震装置の支承体
が抱える問題に着目してなされたもので、上記問題を解
決する免震装置を新たに提案しようとするものである。The present invention has been made by paying attention to the problem of the bearing of the rolling bearing type seismic isolation device, and is intended to newly propose a seismic isolation device that solves the above problem.
【0006】[0006]
【課題を解決するための手段】本発明では転がり支承を
支持する支承体の上面を下に凸の2以上の曲率を持つ曲
面で構成することにより作動時の下部構造との共振を回
避しながら、転がり支承に免震性能と原位置復帰能力を
持たせる。According to the present invention, the upper surface of the support for supporting the rolling bearing is formed of a curved surface having two or more downwardly convex curvatures while avoiding resonance with the lower structure during operation. , Rolling bearings should have seismic isolation and return to original position.
【0007】支承体の上面は転がり支承が平常時に位置
する中心部の曲率が大きく、その外周部分の曲率が小さ
い曲面を構成し、曲率が変化することにより転がり支承
の周期特性は非線形となり、共振が回避される。The upper surface of the bearing has a curved surface with a large curvature at the central portion where the rolling bearing is normally positioned and a small curvature at the outer peripheral portion, and the periodic characteristic of the rolling bearing becomes non-linear due to the change in curvature, resulting in resonance. Is avoided.
【0008】転がり支承が支承体に対して相対移動した
ときの原位置復帰能力は曲率の大きい中心部によって確
保され、免震性能は曲率の小さい外周部分で発揮され
る。The original position return ability when the rolling bearing moves relative to the bearing is secured by the central portion having a large curvature, and the seismic isolation performance is exhibited at the outer peripheral portion having a small curvature.
【0009】また支承体上に粘性流体を貯留すると同時
に、転がり支承の粘性流体側に抵抗板を設置し、抵抗板
を粘性流体内に浸すことにより転がり支承の移動時の減
衰力が得られる。この抵抗板と支承体間の距離は転がり
支承により一定に保持されるため減衰性能も一定に保た
れる。At the same time that the viscous fluid is stored on the support, a resistance plate is installed on the viscous fluid side of the rolling support, and the resistance plate is immersed in the viscous fluid to obtain a damping force when the rolling support moves. Since the distance between the resistance plate and the bearing is kept constant by the rolling bearing, the damping performance is also kept constant.
【0010】更に下部構造の鉛直振動を絶縁するための
鉛直バネを上部構造と転がり支承間に配置し、上部構造
側に粘性流体に到達するロッドを突設することにより鉛
直方向の相対移動時の減衰力が確保される。Further, a vertical spring for insulating the vertical vibration of the lower structure is arranged between the upper structure and the rolling bearings, and a rod for reaching the viscous fluid is projected on the upper structure side so that the vertical structure can be relatively moved. The damping force is secured.
【0011】[0011]
【実施例】以下本発明を一実施例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 with reference to the drawings showing an embodiment.
【0012】この発明の免震装置Aは下部構造に固定さ
れ、上面1aが曲面となった支承体1と、上部構造に接続
し、支承体1上を転動しながら鉛直荷重を支持する転が
り支承2とから構成され、主として下部構造である床ス
ラブと上部構造である床面との間に設置され、上部構造
と下部構造の相対移動時の共振を避けながら床面の免震
を行うものである。The seismic isolation apparatus A of the present invention is fixed to a lower structure, and has a support 1 having a curved upper surface 1a and a support 1 connected to an upper structure, and rolling on the support 1 to support a vertical load. It is composed of the bearing 2 and is installed mainly between the floor slab which is the lower structure and the floor surface which is the upper structure, and performs the seismic isolation of the floor while avoiding the resonance during relative movement of the upper structure and the lower structure. Is.
【0013】転がり支承2の本体は上部構造上の荷重を
支持するフレームFに接続され、その下端に支承体1に
接触しながら任意の方向に回転する、複数個のボールベ
アリング21,もしくは太径の1個のボールベアリングが
収納された構造となっている。[0013] body of the rolling bearing 2 is connected to a frame F that supports the load on the superstructure to rotate in any direction while being in contact with the scaffold 1 at its lower end, a plurality of ball bearings 2 1, or thick The structure is such that one ball bearing with a diameter is stored.
【0014】図1に示すように支承体1の上面1aは下に
凸の2以上の曲率を持ち、転がり支承2が平常時に位置
する中心部の曲率が大きく、その外周部分の曲率が中心
部より小さくなっている。図2は図1の平面を示す。As shown in FIG. 1, the upper surface 1a of the support 1 has two or more downwardly convex curvatures, the rolling support 2 has a large central portion where the rolling bearing 2 is normally located, and the outer peripheral portion has a large curvature. It is getting smaller. FIG. 2 shows the plane of FIG.
【0015】この図1に示す曲面の支承体1に対する転
がり支承2の相対的な位置に対応した周期特性を図3に
示すが、図1の中心部に位置する平常時の状態から下部
構造が上部構造に対して相対移動を生じたとき、曲率の
大きい中心部の範囲内の移動量では転がり支承2の振動
周期が短く、この範囲内では転がり支承2の原位置復帰
力が高くなっている。この中心部を外れる外周部分の範
囲に亘る移動量では周期が長くなり、相対移動量が大き
くなる程転がり支承2の免震効果が高まる。この中心部
と外周部分の曲率の差によって移動量が大きいときは振
動周期が変化し、下部構造からの入力との共振が回避さ
れる。FIG. 3 shows a periodic characteristic corresponding to the relative position of the rolling bearing 2 with respect to the curved support body 1 shown in FIG. 1. The lower structure from the normal state at the center of FIG. When a relative movement occurs with respect to the upper structure, the vibration period of the rolling bearing 2 is short within the range of movement of the central portion having a large curvature, and the original force restoring force of the rolling bearing 2 is high within this range. .. The movement amount over the range of the outer peripheral portion deviating from the central portion has a longer cycle, and the greater the relative movement amount, the more the seismic isolation effect of the rolling bearing 2 increases. When the amount of movement is large, the vibration cycle changes due to the difference in curvature between the central portion and the outer peripheral portion, and resonance with the input from the lower structure is avoided.
【0016】図示する実施例では、転がり支承2が支承
体1に対して過大な相対移動を生じたときにこれを停止
させると同時に、原位置への復帰力を持たせるために最
も外周寄りの部分の曲率を大きくしている。In the illustrated embodiment, when the rolling bearing 2 causes an excessive relative movement with respect to the bearing body 1, it is stopped and at the same time, the rolling bearing 2 is located closest to the outer periphery in order to give a restoring force to the original position. The curvature of the part is increased.
【0017】転がり支承2が相対移動したときの減衰は
図示するように支承体1上に貯留される粘性流体3によ
って得られる。Damping when the rolling bearing 2 moves relative to each other is obtained by viscous fluid 3 stored on the bearing 1 as shown in the figure.
【0018】粘性流体3内には、転がり支承2のボール
ベアリング21上に設置される抵抗板22が浸り、転がり支
承2の移動は支承体1との相対移動時に主として抵抗板
22の下面に生ずるせん断抵抗力によって減衰される。[0018] In the viscous fluid 3, rolling is installed on ball bearing 2 1 of the support 2 resistance sheet 2 2 immersed, rolling principally resistive plate movement of the support 2 during relative movement of the bearing body 1
Is attenuated by shear resistance force generated 2 2 of the lower surface.
【0019】下部構造と上部構造間の鉛直方向の振動は
転がり支承2の本体に軸を鉛直に向けて配置される鉛直
バネ23によって遮断されるが、鉛直振動時の減衰は上部
構造の下面から粘性流体3に到達するロッド24を突設す
ることにより確保される。減衰の効果はロッド24を複数
個の円筒体や壁板状に形成し、粘性流体3内に浸る面積
を変えることにより調整可能である。[0019] While the vibration in the vertical direction between the lower structure and the upper structure is interrupted by a vertical spring 2 3 which are arranged vertically oriented shaft on the body of the support 2 rolling, the attenuation during vertical vibration underside of the superstructure It is ensured by projecting the rod 2 4 reaching the viscous fluid 3 from. The effect of attenuation will form a rod 2 4 into a plurality of cylinders and wall plate can be adjusted by changing the area immersed in the viscous fluid 3.
【0020】[0020]
【発明の効果】この発明は以上の通りであり、転がり支
承を支持する支承体の上面を下に凸の2以上の曲率を持
つ曲面で構成したものであるため、曲率の変化する境界
を挟んで転がり支承の周期が非線形となり、作動時の下
部構造との共振を回避することができると同時に、転が
り支承の平常時位置の曲率が大きくなっているため転が
り支承に移動後の原位置への復帰能力を持たせることが
できる。The present invention is as described above, and since the upper surface of the supporting body for supporting the rolling bearing is constituted by a curved surface having two or more curvatures convex downward, the boundary where the curvature changes is sandwiched. Since the rolling bearing has a non-linear cycle, resonance with the lower structure during operation can be avoided, and at the same time, the curvature of the rolling bearing in the normal position is large, so that the rolling bearing moves to the original position after moving. It can have a return ability.
【0021】また支承体上に粘性流体を貯留すると同時
に、転がり支承の粘性流体側に抵抗板やロッドを設置
し、これらを粘性流体内に浸すことにより転がり支承の
移動時や鉛直振動時に移動や振動を減衰させることがで
きる。この粘性流体はまた、転がり支承の潤滑と防錆を
図る効果を持っている。Further, at the same time as storing the viscous fluid on the support, a resistance plate or rod is installed on the viscous fluid side of the rolling support, and by immersing them in the viscous fluid, the rolling support moves or moves during vertical vibration. Vibration can be damped. This viscous fluid also has the effect of lubricating the rolling bearing and preventing rust.
【0022】加えて転がり支承とダンパとしての粘性流
体を組み合わせることにより免震装置とダンパが単一の
装置で実現されるため、免震に必要な機構が単純化され
ると同時に、製作コストの低減が図られる。In addition, since the seismic isolation device and the damper are realized by a single device by combining the rolling bearing and the viscous fluid as the damper, the mechanism required for the seismic isolation is simplified and at the same time, the manufacturing cost is reduced. Reduction is achieved.
【図1】免震装置の実施例を示した縦断面図である。FIG. 1 is a vertical sectional view showing an embodiment of a seismic isolation device.
【図2】図1の平面図である。FIG. 2 is a plan view of FIG.
【図3】図1の転がり支承の支承体の曲率に対応した周
期特性図である。FIG. 3 is a periodic characteristic diagram corresponding to a curvature of a support body of the rolling support of FIG.
A……免震装置、1……支承体、1a……上面、2……転
がり支承、21……ボールベアリング、22……抵抗板、23
……鉛直バネ、24……ロッド、3……粘性流体、F……
フレーム。A: seismic isolation device, 1 ... support, 1a ... top surface, 2 ... rolling support, 2 1 ... ball bearing, 2 2 ... resistance plate, 2 3
…… Vertical spring, 2 4 …… Rod, 3 …… Viscous fluid, F ……
flame.
Claims (3)
た支承体と、上部構造に接続し、支承体上を転動しなが
ら鉛直荷重を支持する転がり支承とから構成され、支承
体の上面は下に凸の2以上の曲率を持ち、転がり支承が
平常時に位置する中心部の曲率が大きく、その外周部分
の曲率が中心部より小さいことを特徴とする免震装置。1. A support body which is fixed to a lower structure and has a curved upper surface, and a rolling support which is connected to the upper structure and supports a vertical load while rolling on the support body. The seismic isolation device is characterized in that the upper surface has two or more curvatures that are convex downwards, the rolling bearing has a large curvature at the central portion where it is normally located, and the outer peripheral portion has a smaller curvature than the central portion.
支承の粘性流体側には抵抗板が設置され、抵抗板はこの
粘性流体内に浸っていることを特徴とする請求項1記載
の免震装置。2. A viscous fluid is stored on the support, a resistance plate is installed on the viscous fluid side of the rolling support, and the resistance plate is immersed in the viscous fluid. Seismic isolation device.
を向いた鉛直バネが配置され、上部構造側には粘性流体
内に到達するロッドが突設されていることを特徴とする
請求項2記載の免震装置。3. A vertical spring whose axis is oriented vertically is arranged between the upper structure and the rolling bearing, and a rod reaching the viscous fluid is projectingly provided on the upper structure side. The seismic isolation device according to item 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4143826A JP2755868B2 (en) | 1992-06-04 | 1992-06-04 | Seismic isolation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4143826A JP2755868B2 (en) | 1992-06-04 | 1992-06-04 | Seismic isolation device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05332008A true JPH05332008A (en) | 1993-12-14 |
JP2755868B2 JP2755868B2 (en) | 1998-05-25 |
Family
ID=15347854
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4143826A Expired - Fee Related JP2755868B2 (en) | 1992-06-04 | 1992-06-04 | Seismic isolation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2755868B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11227912A (en) * | 1998-02-13 | 1999-08-24 | Mitsubishi Steel Mfg Co Ltd | Base isolation device foe rack |
US6037403A (en) * | 1995-12-13 | 2000-03-14 | Nippon Petrochemicals Company Limited | High viscosity fluid composition and vibration energy damping device utilizing the same |
JP2000240722A (en) * | 1999-02-23 | 2000-09-05 | Maeda Corp | Base isolation device |
JP2010096270A (en) * | 2008-10-16 | 2010-04-30 | Univ Of Fukui | Base isolation device |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6283967B2 (en) * | 2016-06-06 | 2018-02-28 | 株式会社エムティーコーポレーション | Seismic isolation device for detached house |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6424242U (en) * | 1987-07-29 | 1989-02-09 | ||
JPH0254040A (en) * | 1988-08-19 | 1990-02-23 | Masao Akimoto | Vibration-free device and response control structure |
-
1992
- 1992-06-04 JP JP4143826A patent/JP2755868B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6424242U (en) * | 1987-07-29 | 1989-02-09 | ||
JPH0254040A (en) * | 1988-08-19 | 1990-02-23 | Masao Akimoto | Vibration-free device and response control structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6037403A (en) * | 1995-12-13 | 2000-03-14 | Nippon Petrochemicals Company Limited | High viscosity fluid composition and vibration energy damping device utilizing the same |
JPH11227912A (en) * | 1998-02-13 | 1999-08-24 | Mitsubishi Steel Mfg Co Ltd | Base isolation device foe rack |
JP2000240722A (en) * | 1999-02-23 | 2000-09-05 | Maeda Corp | Base isolation device |
JP2010096270A (en) * | 2008-10-16 | 2010-04-30 | Univ Of Fukui | Base isolation device |
Also Published As
Publication number | Publication date |
---|---|
JP2755868B2 (en) | 1998-05-25 |
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Legal Events
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LAPS | Cancellation because of no payment of annual fees |