JP2009024473A - Seismic response control device - Google Patents
Seismic response control device Download PDFInfo
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- JP2009024473A JP2009024473A JP2007212472A JP2007212472A JP2009024473A JP 2009024473 A JP2009024473 A JP 2009024473A JP 2007212472 A JP2007212472 A JP 2007212472A JP 2007212472 A JP2007212472 A JP 2007212472A JP 2009024473 A JP2009024473 A JP 2009024473A
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- control device
- elastic body
- steel ball
- insertion member
- vibration control
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Abstract
Description
本発明は制震装置に関するもので、特に地震の小さな揺れに対しても応答性が良く、大きな揺れに対して制震機能を発揮できる効果を有する制震装置を提供する。 The present invention relates to a vibration control device, and in particular, provides a vibration control device that has good responsiveness to small vibrations of an earthquake and has the effect of exerting a vibration control function against large vibrations.
地震の震動から構造物を保護するために、種々の免震装置が開発されているが、例えば特開2002−266933号公報に見られるように、円錐内ボール収容型アイソレーションベアリング等が公知である。
しかしながら、円錐内ボール収容型アイソレーションベアリングにおいては、地震の小さな揺れに対する応答性はよいが、装置自体には制動機能がないため揺れが納まりにくいという問題があった。 However, the ball-contained isolation bearing in the cone has good response to small earthquake shaking, but the device itself has no braking function, so that there is a problem that the shaking is difficult to be settled.
本発明は前記せる課題を解決するために鋭意研究の結果なされたものであり、地震の小さな揺れに対しても応答性が良く、大きな揺れに対して制震機能を発揮できる制震装置を提供するものである。 The present invention has been made as a result of earnest research to solve the above-mentioned problems, and provides a seismic control device that is responsive to small earthquake shaking and can exhibit a damping function against large shaking. To do.
上部構造物と床面間に設置される制震装置において、部分球面凹部が形成された上側部材と、部分球面凹部が形成された下側部材との間に間挿部材が間挿され、該間挿部材はリング形状の弾性体と、弾性体の中心空隙部に鋼球が嵌装されていることを特徴とし、弾性体の中心空隙部の内径が鋼球の外径より大きく形成された間挿部材を用いて構成したことを特徴とし、弾性体の中心空隙部の内径と鋼球の外径が同一に形成された間挿部材、又は、弾性体の中心空隙部の内径が鋼球の外径より小さく形成された間挿部材を用いて構成したことを特徴とし、鋼球に当接される弾性体の厚さを制震機能に応じた任意の厚さに設定した間挿部材を用いて構成したことを特徴とし、地震の小さな揺れに対して鋼球のみの転動による応答性を有し、大きな揺れに対しては弾性体及び鋼球が共に部分球面凹部間の抑圧抵抗を受け、制震機能を生じるように構成したことを特徴とし、且つ、高層建築構造物の各階層床面の地震時の予想される振幅の大きさに応じて、弾性体の中心空隙部の内径が鋼球の外径より大きく形成された間挿部材、又は、弾性体の中心空隙部の内径と鋼球の外径が同一に形成された間挿部材、又は、弾性体の中心空隙部の内径が鋼球の外径より小さく形成された間挿部材の何れかを用いた制震装置を選択設置できるように構成したことを特徴とする制震装置を提供する。 In the vibration control device installed between the upper structure and the floor surface, an insertion member is inserted between the upper member formed with the partial spherical recess and the lower member formed with the partial spherical recess, The insertion member is characterized by a ring-shaped elastic body and a steel ball fitted in the central gap portion of the elastic body, and the inner diameter of the central gap portion of the elastic body is formed larger than the outer diameter of the steel ball The insertion member is formed by using an insertion member, and the inner diameter of the central void portion of the elastic body is equal to the outer diameter of the steel ball, or the inner diameter of the central void portion of the elastic body is a steel ball. The insertion member is configured using an insertion member formed to be smaller than the outer diameter of the elastic member, and the thickness of the elastic body that is in contact with the steel ball is set to an arbitrary thickness according to the vibration control function It has a responsiveness due to the rolling of only steel balls with respect to small earthquake shaking, In response to this, both the elastic body and the steel ball are subjected to the suppression resistance between the partial spherical recesses, and are constructed so as to generate a vibration control function, and at the time of an earthquake on each floor of a high-rise building structure Depending on the expected amplitude of the insertion member, the inner diameter of the central gap of the elastic body is larger than the outer diameter of the steel ball, or the inner diameter of the central gap of the elastic body and the outside of the steel ball A seismic control device using either an insertion member having the same diameter or an insertion member in which the inner diameter of the central gap of the elastic body is smaller than the outer diameter of the steel ball can be selected and installed. Provided is a vibration control device characterized by comprising.
したがって、本発明制震装置は、小さな揺れに対しても応答性が良く、大きな揺れに対して制震機能を発揮できる効果を有する。 Therefore, the seismic control device of the present invention has a good response to a small shaking and has an effect of exhibiting a damping function against a large shaking.
以下、図面に基づき、本発明の制震装置について具体的に説明する。
図面に於いて、図1は本発明に係る制震装置の要部断面図である。図2は本発明に係る制震装置に間挿される間挿部品の部分斜視図である。図3は本発明に係る制震装置の動作を示す要部断面図である。図4は本発明に係る制震装置の間挿部品の他の実施例を示す部分斜視図である。図5は本発明に係る制震装置の間挿部品の他の実施例を示す部分斜視図である。図6は本発明に係る制震装置の間挿部品の他の実施例を示す部分斜視図である。Hereinafter, the damping device of the present invention will be specifically described with reference to the drawings.
In the drawings, FIG. 1 is a cross-sectional view of an essential part of a vibration control device according to the present invention. FIG. 2 is a partial perspective view of an insertion part inserted in the vibration control device according to the present invention. FIG. 3 is a cross-sectional view of the main part showing the operation of the vibration control device according to the present invention. FIG. 4 is a partial perspective view showing another embodiment of the interpolated part of the vibration control device according to the present invention. FIG. 5 is a partial perspective view showing another embodiment of the interpolating part for the vibration control device according to the present invention. FIG. 6 is a partial perspective view showing another embodiment of the interpolating device for the vibration control device according to the present invention.
図1に示すように、上部構造物1と基礎部2間に設置される本発明制震装置において、部分球面凹部31が形成された上側部材3と、部分球面凹部41が形成された下側部材4との間に間挿部材Aが間挿されている。 As shown in FIG. 1, in the vibration damping device of the present invention installed between the
該間挿部材Aは図2に示すように、リング形状の弾性体6と、該弾性体6の中心の空隙部61に鋼球5が位置するように間挿される。 As shown in FIG. 2, the insertion member A is inserted so that the
したがって、地震の小さな揺れに対して、鋼球5のみの転動による応答性が良い。即ち鋼球5は弾性体6の中心空隙部61に位置しているので、地震による小さな震動に鋼球5自体で応答することができる。 Therefore, the responsiveness due to rolling of only the
更に大きな揺れになったときは、図3に示すように小さな揺れで転動した鋼球5が弾性体6に当接され、弾性体6及び鋼球5が共に部分球面凹部31,41間の抑圧抵抗を受け弾性体6と共に滑動し、その摩擦力で制震機能が発揮できるように前記間挿部材Aが構成されている。 When further large shaking occurs, as shown in FIG. 3, the
この結果、本発明制震装置によれば、小さな揺れに対しても応答性が良く、大きな揺れに対しては制震機能を発揮することができる。 As a result, according to the vibration control device of the present invention, the responsiveness is good even for a small vibration, and the vibration control function can be exhibited for a large vibration.
図4には本発明に係る制震装置の間挿部品の他の実施例を示す部分斜視図が示されているが、この形状の間挿部品の場合は、鋼球5と弾性体6が接触しているので、大きな揺れに対して直ぐに制震機能が作用する構造になっている。 FIG. 4 is a partial perspective view showing another embodiment of the interpolating part for the vibration damping device according to the present invention. In the case of this interpolating part, the
したがって、図4に示す間挿部品の場合は、大きな揺れに対して直ぐに制震機能の作用を必要とするような揺れの振幅の大きい階層の床面に適合している。 Therefore, in the case of the interpolated part shown in FIG. 4, it is suitable for a floor surface having a large swing amplitude that requires the action of the damping function immediately against a large swing.
また、図5乃至図6には、それぞれ本発明に係る制震装置の間挿部品の他の実施例を示す部分斜視図が示されているが、図5乃至図6に示す間挿部品の場合は図4の間挿部品の場合に比べて揺れの振幅の小さい階層の床面に適合している。 FIGS. 5 to 6 are partial perspective views showing other embodiments of the interpolating parts for the vibration control device according to the present invention, respectively. The case is suitable for a floor surface of a layer having a small swing amplitude compared to the case of the interpolated part in FIG.
1 上部構造物
2 基礎部
3 上側部材
31 部分球面凹部
4 下側部材
41 部分球面凹部
5 鋼球
6 スポンジゴム
61 空隙部
A 間挿部材DESCRIPTION OF
Claims (6)
部分球面凹部が形成された上側部材と、部分球面凹部が形成された下側部材との間に間挿部材が間挿され、該間挿部材はリング形状の弾性体と、弾性体の中心空隙部に鋼球が嵌装されていることを特徴とする制震装置。In the vibration control device installed between the superstructure and the floor,
An insertion member is inserted between the upper member formed with the partial spherical recess and the lower member formed with the partial spherical recess. The insertion member includes a ring-shaped elastic body and a central gap of the elastic body. A vibration control device characterized in that a steel ball is fitted in the part.
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JP2007212472A JP5445893B2 (en) | 2007-07-20 | 2007-07-20 | Vibration control device |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014025578A (en) * | 2012-07-26 | 2014-02-06 | Kanazawa Seisakusho:Kk | Vibration controlling isolator |
JP2019039533A (en) * | 2017-08-28 | 2019-03-14 | オイレス工業株式会社 | Slide pendulum type base isolation device |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10176436A (en) * | 1996-12-19 | 1998-06-30 | Tatsuji Ishimaru | Damping mechanism, construction of vibration isolation making use thereof and damper |
JP2003176850A (en) * | 2001-12-11 | 2003-06-27 | Kajima Corp | Base isolation device and vibration control device |
JP3118144U (en) * | 2005-10-13 | 2006-01-26 | 株式会社金澤製作所 | Vibration control device |
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Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10176436A (en) * | 1996-12-19 | 1998-06-30 | Tatsuji Ishimaru | Damping mechanism, construction of vibration isolation making use thereof and damper |
JP2003176850A (en) * | 2001-12-11 | 2003-06-27 | Kajima Corp | Base isolation device and vibration control device |
JP3118144U (en) * | 2005-10-13 | 2006-01-26 | 株式会社金澤製作所 | Vibration control device |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014025578A (en) * | 2012-07-26 | 2014-02-06 | Kanazawa Seisakusho:Kk | Vibration controlling isolator |
JP2019039533A (en) * | 2017-08-28 | 2019-03-14 | オイレス工業株式会社 | Slide pendulum type base isolation device |
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