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JP2004052992A - Base isolation device - Google Patents

Base isolation device Download PDF

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Publication number
JP2004052992A
JP2004052992A JP2002239916A JP2002239916A JP2004052992A JP 2004052992 A JP2004052992 A JP 2004052992A JP 2002239916 A JP2002239916 A JP 2002239916A JP 2002239916 A JP2002239916 A JP 2002239916A JP 2004052992 A JP2004052992 A JP 2004052992A
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JP
Japan
Prior art keywords
rolling
isolation device
seismic isolation
rolling member
contact surface
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JP2002239916A
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Japanese (ja)
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JP3945344B2 (en
Inventor
Mitsuo Kanazawa
金澤 光雄
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Kanazawa Manufacturing Co Ltd
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Kanazawa Manufacturing Co Ltd
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Priority to JP2002239916A priority Critical patent/JP3945344B2/en
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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a base isolation device capable of absorbing shock of a vertical direction and coping with vibration of all directions for a structure having a long span such as a bridge with a simple structure. <P>SOLUTION: This base isolation device has an upper side member 3 fixed to an upper structure 1, a lower side member 4 supported by a foundation member 2, a rolling member 5 interposed between the upper side member 3 and the lower side member 4, and an attitude holding means of the rolling member 5. An abutting surface of the upper side member 3, the lower side member 4 and the rolling member 5 is formed into a curved surface. The rolling member 5 is formed into a ball-shape having a substantially elliptical shape in cross section. A first abutting surface abutted with the upper side member 3 and the rolling member 5 thereon and a second abutting surface abutted with the lower side member 4 and the rolling member 5 thereon have structures different in perpendicular position. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、構築物と基礎部材の間に介装着され、構築物を地震から保護する免震装置に関する。
【0002】
【従来の技術】
近年、建物や橋など構造部を地震等の震動から保護するために免震装置が積極的に使用されるようになってきた。この免震装置は、ゴムやスプリングを介して建造物を支承することにより、これらのゴムやスプリングの弾性力によって震動を吸収するものがほとんどであった。しかし、ゴムやスプリングは比較的劣化が速いので、長期間使用されることが前提の建造物に使用する免震装置としては、必ずしも適当ではなかった。また、大きな荷重を支承するにはかなり大型化してしまうと共に限度があり、この大きな荷重を分散して支承するするために多数の免震装置が必要となっていた。
【0003】
そこで、この問題を解決する手段として、特開平10−61250号公報に示すような免震装置があった。この免震装置は、一方向から見て左右対称で中心部が最も深く且つ外側の勾配が大きい断面形状を有する凹状面を備えた支持部材2個を凹状面を向かい合わせにして上下に配置し、上記視方向に沿って水平に配置される1本の円柱状ローラを両凹状面の間に介在させた状態で重ねることにより耐震ユニットを構成し、この耐震ユニットをローラの軸が直交する向きに上下に2段に重ねて配置したものである。
【0004】
【発明が解決しようとする課題】
しかしながら、上述した従来の免震装置は、横方向の揺れ斜め方向の揺れに対しては効果的に免震機能を発揮するが、直下型の地震のように垂直方向の瞬間的な衝撃に対しては効果的に機能せず、地面の衝撃がそのまま構造物に伝達して、構造物に衝撃を与えてしまうという不具合があった。
【0005】
また、横揺れ方向に対しても、一つの耐震ユニットは、ローラの軸が直交する方向の横揺れに対して効果があるので、ローラの軸方向の揺れに対しては、ローラの軸が直交する向きに上下に2段に重ねて配置しなければならず、構造が複雑になると共にコストもかかるという問題もあった。
【0006】
さらに、橋などのようにスパンの長い構造物は、地震時において長手方向の移動距離が大きくなるので、それに対処するには水平方向に複数本のローラを必要とし、一層構造が複雑になると共にコストもかかるという問題もあった。
【0007】
本発明は上述した従来の問題点に鑑みなされたもので、垂直方向の衝撃を吸収し、橋などのようにスパンの長い構造物に対しても簡単な構造であらゆる方向の揺れに対応できる免震装置を提供するものである。
【0008】
【課題を解決するための手段】
本発明の免震装置は、上部構造物に固定される上側部材と、基礎部材に支持される下側部材と、前記上側部材と前記下側部材との間に介装された転動部材と、前記転動部材の姿勢保持手段とを有する免震装置であって、前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成され、前記上側部材と前記転動部材が当接する第1当接面と、前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とするものである。
【0009】
また、本発明における転動部材の姿勢保持手段は、前記転動部材の表面に形成されたインボリュートギヤと、前記上側部材および前記下側部材の内面に形成された前記インボリュートギヤと歯合するラック状ギヤと、前記上側部材の外側に装着された弾性部材であることを特徴としている。
【0010】
また、本発明における転動部材の姿勢保持手段は、前記転動部材を横方向に貫通する指示部材と、前記指示部材の両側を支持する弾性フランジであることを特徴としてもよい。
【0011】
また、本発明における転動部材の姿勢保持手段は、前記転動部材を軸方向に貫通する支持部材と、前記支持部材の両端部に形成された回り止め部と、前記回り止め部を固定する弾性固定部材であることを特徴とすることもできる。
【0012】
また、本発明の免震装置は、上部構造物に固定される上側部材と、基礎部材に支持される下側部材と、前記上側部材と前記下側部材との間に介装された転動部材とを有する免震装置であって、前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成されると共に表面にインボリュート歯車が、前記上側部材および前記下側部材と前記転動部材の内面には前記インボリュート歯車と歯合するラック状歯車が形成され、前記上側部材と前記転動部材が当接する第1当接面と前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とする。
【0013】
また、本発明の免震装置は、上部構造物に固定される上側部材と、基礎部材に固定される下部部材と、前記上側部材および前記下側部材との間に介装された転動部材と、前記転動部材を横方向に貫通する指示部材と、前記指示部材の両側を支持する弾性フランジと、前記上側部材および前記下側部材の両側に装着された弾性部材とを有する免震装置であって、前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成され、前記上側部材と前記転動部材が当接する第1当接面と前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴としてもよい。
【0014】
また、本発明の免震装置は、上部構造物に固定される上側部材と、基礎部材に支持される下部部材と、前記上側部材および前記下側部材との間に介装された転動部材と、前記転動部材を軸方向に貫通する支持部材と、前記支持部材の端部に形成された回り止め部と、前記回り止め部を支承する弾性部材と、前記上側部材および前記下側部材の両側に装着された弾性部材とを有する免震装置であって、前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は略偏平した紡錘子状に形成され、前記上側部材と前記転動部材が当接する第1当接面と前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とすることもできる。
【0015】
さらに、本発明の免震装置は、上部構造物に固定される上側部材と、基礎部材に支持される下部部材と、前記上側部材および前記下側部材との間に介装された転動部材と、前記上側部材および前記下側部材を支持する弾性部材とを有する免震装置であって、前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は略偏平で両端に直線部を有する端部を備えた球体に形成され、前記転動部材の支持部材が前記上側部材または前記下側部材と当接するまでは、前記転動部材と前記上側部材または前記下側部材の間で転がり摩擦で動作し、前記転動部材の支持部材が前記上側部材または前記下側部材と当接した後は、前記転動部材と前記上側部材または前記下側部材の間で滑り摩擦で動くことを 特徴とするものである。
【0016】
【発明の実施の形態】
本発明に係る免震装置の実施の形態を図に基づいて説明する。
図1は本発明に係る免震装置の第1の実施の形態を示す断面図、図2は図1の免震装置の断面構造を示す側面図、図3は図1の免震装置の作動状態を示す断面図、図4は本発明の免震装置の第2の実施の形態を示す断面図、図5は図4の免震装置の作動状態を示す断面図、図6は本発明の免震装置の第3の実施の形態の要部を示す斜視図、図7は図6の免震装置の断面構造を示す側面図、図8は図6の免震装置の作動状態を示す断面図、図9は図6の免震装置の作動状態を示す断面図、図10は本発明の免震装置の第4の実施の形態を示す側面図、図11は図10の免震装置の作動状態を示す側面図である。
【0017】
本発明の免震装置の第1の実施の形態である免震装置Aは、図1乃至図3に示すように、上部構造物1に固定される上側部材3と、基礎部材2に支承される下側部材4と、前記上側部材3と下側部材4の間に介装された転動部材5と、前記転動部材5の姿勢保持手段とを有する免震装置である。この免震装置Aは、構造物1と基礎部材2の間に適当個数設置されるものである。
【0018】
この免震装置Aは、前記上側部材3および下側部材4と前記転動部材5の当接面は曲面に形成されており、前記転動部材5は断面が略楕円のボール状に形成されている。そして、前記転動部材5の表面にはインボリュートのギヤ5aが形成されており、上側部材3および下側部材4の内面にはインボリュート歯車5aに歯合するインボリュートのラック状ギヤ3a,4aが形成されている。前記転動部材5と前記上側部材3が当接する第1当接面P1と、前記転動部材5と下側部材4が当接する第2当接面P2は、垂線位置が異なるように転動部材5が後述する姿勢保持手段により保持されている。
【0019】
この転動部材5の姿勢保持手段は、転動部材5の表面に形成されたインボリュートのギヤ5aと、前記上側部材3および前記下側部材4の内面に形成された前記ラック状ギヤ3a,4aと、上側部材3の外側に装着された弾性部材6,7により構成されている。即ち、弾性部材6,7は、後述するように、上側部材3と下側部材4の端部には上側部材3と下側部材4の動きを規制するすることにより、転動部材5の姿勢を保持するものである。そして、図1に示すように、図中前後方向の端部にも弾性部材6,7と同様の弾性部材8,9が装着されている、さらに、これらの弾性部材を取り囲むようにカバー部材10が被着されている。
【0020】
また、前記転動部材5の表面に形成されたインボリュートギヤ5aと、上側部材3と下側部材4に形成されたラック状ギヤ3a,4aにより、転動部材5と上側部材3、下側部材4との関係は歯車のラックとピニオンの関係となり、転動部材5は上側部材3と下側部材4の内面に沿って自由に転動可能となる。さらに、転動部材5は断面が略楕円のボール状に形成されているので、図中の左右方向の転動のみならず、前後方向の転動も可能となるものである。
【0021】
これらの上側部材3、下側部材4、転動部材5、カバー部材10には、鉄系の金属材料で構成される。これらの部材を鉄系の金属材料で構成する理由は、免震装置の耐久性を向上させるためである。従って、上側部材3、下側部材4、転動部材5、カバー部材10は鉄系の金属材料に限定されるものではなく、例えばセラミック材料やアルミニウム合金などの剛性の高い種々の材料を使用することができる。また、転動部材5と上側部材3および下側部材4の当接面は、動作を滑らかにするためコーテング処理を行うことができる。さらに、弾性部材6,7,8,9は耐久性の高めたスチールベルト入りのシリコンゴムなどを使用するものである。
【0022】
このように構成された免震装置Aは、初期状態においては、図2に示すように、転動部材5と前記上側部材3が第1当接面P1で当接し、転動部材5と下側部材4は第2当接面P2で当接している。従って、第1当接面P1の垂線位置と第2当接面P2の垂線位置は異なるものである。そのため、この状態においては、上部構造物1からの第1当接面P1で働く荷重F1は、転動部材5を下向きに押し下げる荷重となるが、転動部材5が上側部材3に歯合しているために、上側部材3を図中右方向に移動させる荷重F11となるものである。そして、この上側部材3の荷重F11は弾性部材6により規制され、位置がほじされる。
【0023】
また、同様に、第1当接面P1で転動部材5に加えられた下向きの荷重F1は、転動部材5に対する図中時計方向の回転トルクF12となる。そのため、第2当接面P2では第1当接面P1と逆方向の荷重となり回転トルクF22となる。そのため転動部材5と歯合している下側部材4は、図中左方向の荷重F21を受け左側に移動しようとするが、弾性部材7により規制されるものである。即ち、垂直方向の荷重は、横方向の荷重に分散されるので、見かけ上、直接上下方向の抵抗がなくなるので、上下方向の衝撃などに対する応答が非常に早くなる。
【0024】
このように構成された免震装置Aは、例えば直下型の地震により、垂直方向の衝撃を受けた場合は、図3に示すように、第2当接血P2により転動部材5に伝達され、転動部材5に対して上向きの荷重F2が働くと同時に、第2当接面P2を中心として転動部材5に時計回り方向のトルクF22′を生じさせるので、転動部材5は、時計回り方向に転動する。すると、下側部材4を図中左方向に移動する荷重F12′を生じるが、弾性部材6が変形することによりこの荷重F12′を吸収するものである。また、同時に転動部材5が転動すると、第1当接面P1では転動部材5歯合している上側部材3を右方向に移動させる荷重F11′が発生するが、弾性部材6が変形することにより、その衝撃荷重を吸収するものである。
【0025】
上述のように免震装置Aは、垂直方向の衝撃的な荷重に対して効果的な免震機能を発揮するが、通常の横揺れに対しても転動部材5と上側部材3および下側部材4が相対的に移動することにより、免震効果を発揮するものである。さらに、転動部材5は断面が略楕円のボール状に形成され 上側部材3および下側部材4との当接面は曲面に形成されているので、この免震装置Aが1組で左右方向だけでなく、前後方向の揺れに対しても効果を発揮するものである。
【0026】
次に、図4および図5は、本発明に係る免震装置の第2の実施の形態を示すものである。この免震装置Bは、上部構造物1に固定される上側部材11と、下部構造物2に固定される下側部材12と、前記上側部材11と前記下側部材12との間に介装された転動部材13と、前記転動部材を横方向に貫通する指示部材14と、前記上部構造物1と前記下部構造物2との間に介装され前記指示部材の両端を固定する弾性部材15,16とを有する免震装置である。そして、指示部材14の両側に転動部材13の姿勢保持手段となる弾性フランジ17,18が装着されている。
【0027】
また、前記上側部材11および前記下側部材12と前記転動部材13の当接面11a,12aは、曲面に形成され、前記転動部材13は、断面が略楕円の球状に形成され、前記上部構造物と前記転動部材が当接する第1当接面P3と前記下部構造物と前記転動部材の当接する第2当接面P4は、垂線位置が異なることを特徴とするものである。また、弾性部材15,16の外側には前記下側部材12と一体に形成されたガバー部材19が被着されている。
【0028】
このように構成された免震装置Bは、図4に示すように、初期状態において、転動部材13と前記上側部材11が第1当接面P3で当接し、転動部材13と下側部材12は第2当接面P4で当接するように、指示部材14と弾性部材15,16により規制されている。従って、第1当接面P3の垂線位置と第2当接面P4の垂線位置は異なるものである。そのため、この状態においては、上部構造物から上側部材11への荷重は第1当接面P3で下向きの荷重F3となり、転動部材13を時計方向へ回転させるトルクF32となる。このトルクF32は指示部材14も伝達され、指示部材14を押し下げる荷重F31なるが、弾性フランジ17で規制されているため、転動部材13はこの姿勢を保持するものである。
【0029】
また、同様に、第1当接面P3で転動部材13に発生した転動部材13を回転させるトルクF32は、転動部材13の反対側の第2当接面P4では第1当接面P3と逆方向の荷重となり回転トルクF42となる。そのため指示部材14を規制している弾性フランジ18に対しては上向きの応力荷重F41として作用するが、弾性フランジ18に吸収される。
【0030】
このように構成された免震装置Bは、例えば直下型の地震により、垂直方向の衝撃を受けた場合は、図5に示すように、第2当接面P4により転動部材13に伝達され、転動部材13に対して上向きの荷重F4′が働くと同時に、第2当接面P4を中心として転動部材13に時計回り方向のトルクF42′を生じさせる。そのため、転動部材13に時計回り方向に転動し、転動部材13に当接している上側部材11は、図中右方向に移動し弾性部材15に当たって弾性部材15を変形させることにより、そのエネルギーを吸収され、衝撃が緩和され揺れが抑えられる。
【0031】
また、転動部材13が転動すると、指示部材14により弾性フランジ18には上向きの荷重F41′が作用し、弾性フランジ17には下向きの荷重F31′が作用するが、弾性フランジ17と弾性フランジ18が変形することにより、衝撃を吸収するものである。
【0032】
上述した免震装置Bは、免震装置Aと同様に、垂直方向の衝撃的な荷重に対して効果的な免震機能を発揮するが、通常の横揺れに対しても転動部材13と上側部材11および下側部材12が相対的に移動することにより、免震効果を発揮するものである。さらに、転動部材13は断面が略楕円のボール状に形成され、上側部材11および下側部材12との当接面は曲面に形成されているので、この免震装置Aが1組で左右方向だけでなく、前後方向の揺れに対しても効果を発揮するものである。
【0033】
次に、図6乃至図9は、本発明に係る免震装置の第3の実施の形態を示すものである。この免震装置Cは、上部構造物1に固定される上側部材21と、基礎部材2に固定される下部部材22と、前記上側部材21および前記下側部材23との間に介装された転動部材23と、前記転動部材23を軸方向に貫通する支持部材24と、前記支持部材24の端部に形成された回り止め部材25,26と、前記支持部材の端部を支承する弾性フランジ27,28と、前記上側部材21および前記下側部材23の両端に装着された弾性部材29,30を有する免震装置である。
【0034】
また、この免震装置Cは、前記上側部材21および前記下側部材22と前記転動部材23の当接面は曲面に形成され、前記転動部材23は略偏平した中心部の径が太い紡錘子(スピンドル)状に形成され、前記上側部材21と前記転動部材23が当接する第1当接面P5と前記下側部材22と前記転動部材23の当接する第2当接面P6は、垂線位置が異なるように構成されている。このような姿勢に転動部材23を保持するために、姿勢保持手段が備えられている。この姿勢保持手段は、前記転動部材23を軸方向に貫通する支持部材24と、前記支持部材24の両端部に形成された回り止め部25,25と、この回り止め部25,25を固定する弾性固定部材27,28である。
【0035】
このように構成された免震装置Cは、図8に示すように、初期状態において、第1当接面の垂線位置と第2当接面の垂線位置は異なるように、転動部材23と前記上側部材21が第1当接面P5で当接し、転動部材23と下側部材22は第2当接面P6で当接するように、指示部材14と弾性フランジ27,28により規制されている。即ち、垂直方向の荷重は、横方向の荷重に分散されるので、見かけ上、直接上下方向の抵抗がなくなるので、上下方向の衝撃などに対する応答が非常に早くなる。
【0036】
このように構成された免震装置Cは、例えば直下型の地震により、垂直方向の衝撃を受けた場合は、図9に示すように、第2当接面P6により転動部材23に伝達され、転動部材23に対して上向きの荷重F6′が働くと同時に、第2当接面P6を中心として転動部材23に時計回り方向のトルクF62′を生じさせる。そのため、転動部材23は時計回り方向に転動するので、第1当接面P5で転動部材23に当接している上側部材21は、荷重F51′により図中右方向に移動するが、弾性部材30に当たって弾性部材30を変形させることにより、そのエネルギーを吸収され、衝撃が緩和され揺れが抑えられる。
【0037】
また、転動部材23が回転すると、指示部材24にも回転トルクが生じて回り止め部材25,26を回転させるので、図7に示す弾性フランジ27,28を変形させる応力が発性し、弾性フランジ27,28が変形することにより、衝撃を吸収するものである。
【0038】
上述した免震装置Cは、免震装置A、免震装置Bと同様に、垂直方向の衝撃的な荷重に対して効果的な免震機能を発揮するが、通常の横揺れに対しても転動部材23と上側部材21および下側部材22が相対的に移動することにより、免震効果を発揮するものである。さらに、転動部材23は紡錘子状に形成され、上側部材21および下側部材22との当接面は曲面に形成されているので、この免震装置Aが1組で左右方向だけでなく、前後方向の揺れに対しても効果を発揮するものである。
【0039】
さらに、図10および図11は、本発明に係る免震装置の第4の実施の形態を示すものである。この免震装置Dは、上部構造物1に固定される上側部材31と、基礎部材2に支持される下側部材32と、前記上側部材31および前記下側部材32との間に介装された転動部材33と、上側部材31および下側部材32の両側を支持する弾性部材とを有する免震装置である。
【0040】
この免震装置Dは、前記上側部材31および前記下側部材32と前記転動部材33の当接面は曲面に形成され、前記転動部材33は略偏平で両端に直線部を有する端部34を備えた球体に形成され、前記転動部材33の端部34が前記上側部材31または前記下側部材32と当接するまでは、前記転動部材33と前記上側部材31または前記下側部材32の間で転がり摩擦で動作するものである。そして、前記転動部材33の端部34が前記上側部材31または前記下側部材32と当接した後は、前記転動部材33と前記上側部材31または前記下側部材32の間で滑り摩擦で動く構成としたものである。
【0040】
このように構成された免震装置Dは、前記転動部材33の端部34が前記上側部材31または前記下側部材32と当接するまでは、転動部材33は抵抗の少ない転がり摩擦で動作を行うことができるので、比較的自由に、しかも素早く動くことができるものである。しかしながら、端部34が前記上側部材31または前記下側部材32と当接した後は、前記転動部材33は、端部34がつっかえて転がり動作を行うことができないので、前記上側部材または前記下側部材の間で滑り摩擦で動くものである。
【0041】
このことは、即ち、初期段階における衝撃的な振動に対しては素早く反応するが、ある程度以上おおきな揺れに対しては、その揺れに対して抗するようになり、構造物の揺れを抑える作用を行うものである。そのため、あるレベルまたは限界以上の揺れに対して急激に抵抗を大きくし、制震作用を発揮するものである。
【0042】
尚、本発明の免震装置は、上述した実施の形態に限定されるものではなく、特許請求の範囲内において様々な態様が可能なことは勿論である。例えば、上側部材、下側部材、弾性部材、支持部材の形状や寸法は特に限定されたものではなく、使用される構造物や場所に応じた最適なものが選択できるものである。また、転動部材と上側部材および下側部材の当接面の曲面形状や回り止め部材の大きさは実験結果などにより、最適なものを選択できることは勿論である。
【0043】
【発明の効果】
以上のように、本発明の免震装置は、上部構造物に固定される上側部材と、基礎部材に支持される下側部材と、前記上側部材と前記下側部材との間に介装された転動部材と、前記転動部材の姿勢保持手段とを有する免震装置であって、前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成され、前記上側部材と前記転動部材が当接する第1当接面と、前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なる構成としたことにより、直下型地震に対しても衝撃を吸収することができるので、上部構造物を地震の被害より保護することができる。
【0044】
また、前記転動部材の形状が断面が略楕円の球状に形成されているので、一つの免震装置で、あらゆる方向の揺れに対しても効果を発揮することができ、簡単な構造で優れた効果を発揮できる免震装置を提供することができる。
【図面の簡単な説明】
【図1】本発明の免震装置の第1の実施の形態の要部を示す斜視図である。
【図2】図1の免震装置の断面構造を示す側面図である。
【図3】図1の免震装置の作動状態を示す断面図である。
【図4】本発明の免震装置の第2の実施の形態を示す断面図である。
【図5】図4の免震装置の作動状態を示す断面図である。
【図6】本発明の免震装置の第3の実施の形態の要部を示す斜視図である。
【図7】図6の免震装置の断面構造を示す側面図である。
【図8】図6の免震装置の作動状態を示す断面図である。
【図9】図6の免震装置の作動状態を示す断面図である。
【図10】本発明の免震装置の第4の実施の形態の要部を示す側面図である。
【図11】図10の免震装置の作動状態を示す側面図である。
【符号の説明】
A   免震装置
B   免震装置
C   免震装置
1   上部構造物
2   基礎部材
3   上側部材
3a  ラック状ギヤ
4   下側部材
4a  ラック状ギヤ
5   転動部材
5a  インボリュートギヤ
6   弾性部材
7   弾性部材
8   弾性部材
9   弾性部材
11   上側部材
12   下側部材
13   転動部材
14   支持部材
15   弾性部材
16   弾性部材
17   弾性フランジ
18   弾性フランジ
19   カバー部材
21   上側部材
22   下側部材
23   転動部材
24   支持部材
25   回り止め部材
26   回り止め部材
27   弾性固定部材
28   弾性固定部材
31   上側部材
32   下側部材
33   転動部材
34   支持部材
35   弾性部材
36   弾性部材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a seismic isolation device that is interposed between a building and a foundation member to protect the building from an earthquake.
[0002]
[Prior art]
In recent years, seismic isolation devices have been actively used to protect structures such as buildings and bridges from vibrations such as earthquakes. In most cases, the seismic isolation device absorbs the vibration by the elastic force of the rubber or the spring by supporting the building via the rubber or the spring. However, since rubber and springs deteriorate relatively quickly, they are not always suitable as seismic isolation devices used for buildings that are assumed to be used for a long period of time. Also, supporting a large load requires a considerable increase in size and limitations, and a large number of seismic isolation devices are required to distribute and support the large load.
[0003]
Therefore, as means for solving this problem, there has been a seismic isolation device as disclosed in Japanese Patent Application Laid-Open No. 10-61250. In this seismic isolation device, two support members each having a concave surface having a cross-sectional shape that is bilaterally symmetric when viewed from one direction and has a deepest central portion and a large gradient on the outside are arranged vertically with the concave surfaces facing each other. An earthquake-resistant unit is constructed by stacking one cylindrical roller horizontally arranged along the above-mentioned viewing direction with the roller interposed between the concave surfaces. Are arranged in two layers vertically.
[0004]
[Problems to be solved by the invention]
However, the conventional seismic isolation device described above effectively exerts the seismic isolation function against lateral shaking and diagonal shaking, but does not respond to vertical instantaneous impacts such as a direct type earthquake. However, it does not function effectively, and the impact of the ground is transmitted to the structure as it is, causing a shock to the structure.
[0005]
Also, in the roll direction, one quake-resistant unit is effective for roll in the direction in which the roller axis is orthogonal, so that the roller axis is orthogonal in the roller axial direction. In such a case, the two parts must be arranged one above the other in the vertical direction, and the structure is complicated and the cost is high.
[0006]
In addition, structures with long spans, such as bridges, require a large number of rollers in the horizontal direction to cope with the long travel distance in the event of an earthquake. There was also a problem that it was costly.
[0007]
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described conventional problems, and has a simple structure capable of absorbing a shock in a vertical direction and being able to cope with shaking in all directions with a simple structure even for a structure having a long span such as a bridge. It provides a seismic device.
[0008]
[Means for Solving the Problems]
The seismic isolation device of the present invention includes an upper member fixed to an upper structure, a lower member supported by a base member, and a rolling member interposed between the upper member and the lower member. A seismic isolation device having a posture maintaining means for the rolling member, wherein a contact surface between the upper member and the lower member and the rolling member is formed into a curved surface, and the rolling member has a substantially cross section. The first contact surface, which is formed in an elliptical ball shape and in which the upper member and the rolling member abut, and the second contact surface in which the lower member and the rolling member abut, have different perpendicular positions. It is characterized by the following.
[0009]
Further, the posture maintaining means of the rolling member according to the present invention is a rack which meshes with the involute gear formed on the surface of the rolling member and the involute gear formed on the inner surfaces of the upper member and the lower member. And a resilient member mounted outside the upper member.
[0010]
Further, the posture maintaining means of the rolling member according to the present invention may be characterized in that it comprises a pointing member penetrating the rolling member in a lateral direction, and elastic flanges supporting both sides of the pointing member.
[0011]
Further, the posture maintaining means of the rolling member according to the present invention fixes the supporting member penetrating the rolling member in the axial direction, the detent portions formed at both ends of the supporting member, and the detent portion. It may be characterized by being an elastic fixing member.
[0012]
Also, the seismic isolation device of the present invention includes an upper member fixed to an upper structure, a lower member supported by a base member, and a rolling member interposed between the upper member and the lower member. A contact surface between the upper member and the lower member and the rolling member is formed in a curved surface, and the rolling member is formed in a ball shape having a substantially elliptical cross section. A rack-shaped gear meshing with the involute gear is formed on the inner surface of the upper member and the lower member and the rolling member on the surface together with the involute gear, and the upper member and the rolling member contact the rolling member. The first contact surface and the second contact surface where the lower member and the rolling member contact each other have different perpendicular positions.
[0013]
Further, the seismic isolation device of the present invention includes an upper member fixed to an upper structure, a lower member fixed to a base member, and a rolling member interposed between the upper member and the lower member. A pointing member penetrating the rolling member in the lateral direction, an elastic flange supporting both sides of the pointing member, and elastic members mounted on both sides of the upper member and the lower member. Wherein the contact surface between the upper member and the lower member and the rolling member is formed into a curved surface, the rolling member is formed in a ball shape having a substantially elliptical cross section, and the upper member and the rolling member The first contact surface with which the member contacts and the second contact surface with which the lower member and the rolling member contact with each other may have different perpendicular positions.
[0014]
Further, the seismic isolation device of the present invention includes an upper member fixed to an upper structure, a lower member supported by a base member, and a rolling member interposed between the upper member and the lower member. A support member that penetrates the rolling member in the axial direction, a detent portion formed at an end of the support member, an elastic member that supports the detent portion, the upper member and the lower member. A seismic isolation device having elastic members mounted on both sides of the rolling member, wherein a contact surface between the upper member and the lower member and the rolling member is formed as a curved surface, and the rolling member is a substantially flat spindle. A first contact surface where the upper member and the rolling member are in contact with each other and a second contact surface where the lower member and the rolling member are in contact with each other have different perpendicular positions. You can also.
[0015]
Further, the seismic isolation device of the present invention includes an upper member fixed to an upper structure, a lower member supported by a base member, and a rolling member interposed between the upper member and the lower member. And an elastic member supporting the upper member and the lower member, wherein a contact surface between the upper member and the lower member and the rolling member is formed into a curved surface, The moving member is formed in a sphere having ends which are substantially flat and have linear portions at both ends, and the rolling member and the rolling member are supported until the supporting member of the rolling member comes into contact with the upper member or the lower member. The rolling member operates between the upper member or the lower member by rolling friction, and after the supporting member of the rolling member comes into contact with the upper member or the lower member, the rolling member and the upper member or the lower member. Characterized by sliding friction between side members It is.
[0016]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of a seismic isolation device according to the present invention will be described with reference to the drawings.
1 is a sectional view showing a first embodiment of a seismic isolation device according to the present invention, FIG. 2 is a side view showing a sectional structure of the seismic isolation device of FIG. 1, and FIG. 3 is an operation of the seismic isolation device of FIG. FIG. 4 is a sectional view showing a second embodiment of the seismic isolation device of the present invention, FIG. 5 is a sectional view showing an operation state of the seismic isolation device of FIG. 4, and FIG. FIG. 7 is a perspective view showing a main part of a third embodiment of the seismic isolation device, FIG. 7 is a side view showing a sectional structure of the seismic isolation device of FIG. 6, and FIG. FIG. 9 is a sectional view showing an operation state of the seismic isolation device of FIG. 6, FIG. 10 is a side view showing a fourth embodiment of the seismic isolation device of the present invention, and FIG. It is a side view which shows an operation state.
[0017]
As shown in FIGS. 1 to 3, a seismic isolation device A according to a first embodiment of the present invention is supported by an upper member 3 fixed to an upper structure 1 and a base member 2. This is a seismic isolation device including a lower member 4, a rolling member 5 interposed between the upper member 3 and the lower member 4, and a posture holding unit for the rolling member 5. This seismic isolation device A is installed between the structure 1 and the foundation member 2 in an appropriate number.
[0018]
In this seismic isolation device A, the contact surface between the upper member 3 and the lower member 4 and the rolling member 5 is formed in a curved surface, and the rolling member 5 is formed in a ball shape having a substantially elliptical cross section. ing. An involute gear 5a is formed on the surface of the rolling member 5, and involute rack gears 3a, 4a meshing with the involute gear 5a are formed on the inner surfaces of the upper member 3 and the lower member 4. Have been. A first contact surface P1 at which the rolling member 5 contacts the upper member 3 and a second contact surface P2 at which the rolling member 5 contacts the lower member 4 roll so that their perpendicular positions are different. The member 5 is held by posture holding means described later.
[0019]
The posture maintaining means of the rolling member 5 includes an involute gear 5a formed on the surface of the rolling member 5, and the rack-shaped gears 3a, 4a formed on the inner surfaces of the upper member 3 and the lower member 4. And the elastic members 6 and 7 mounted on the outside of the upper member 3. That is, as described later, the elastic members 6 and 7 restrict the movement of the upper member 3 and the lower member 4 at the ends of the upper member 3 and the lower member 4 so that the posture of the rolling member 5 is adjusted. Is held. As shown in FIG. 1, elastic members 8 and 9 similar to the elastic members 6 and 7 are also attached to the ends in the front-rear direction in the figure, and a cover member 10 surrounds these elastic members. Is attached.
[0020]
The involute gear 5a formed on the surface of the rolling member 5 and the rack-shaped gears 3a, 4a formed on the upper member 3 and the lower member 4 form the rolling member 5, the upper member 3, and the lower member. 4, the rolling member 5 can freely roll along the inner surfaces of the upper member 3 and the lower member 4. Further, since the rolling member 5 is formed in a ball shape having a substantially elliptical cross section, the rolling member 5 can roll not only in the left-right direction but also in the front-rear direction.
[0021]
The upper member 3, the lower member 4, the rolling member 5, and the cover member 10 are made of an iron-based metal material. The reason why these members are made of an iron-based metal material is to improve the durability of the seismic isolation device. Therefore, the upper member 3, the lower member 4, the rolling member 5, and the cover member 10 are not limited to iron-based metal materials, but use various materials having high rigidity such as a ceramic material or an aluminum alloy. be able to. The contact surfaces of the rolling member 5, the upper member 3 and the lower member 4 can be subjected to a coating process for smoothing the operation. Furthermore, the elastic members 6, 7, 8, 9 use silicon rubber or the like containing a steel belt with increased durability.
[0022]
In the seismic isolation device A thus configured, in the initial state, as shown in FIG. 2, the rolling member 5 and the upper member 3 abut on the first contact surface P1, and the rolling member 5 and the lower member The side member 4 is in contact with the second contact surface P2. Therefore, the perpendicular position of the first contact surface P1 and the perpendicular position of the second contact surface P2 are different. Therefore, in this state, the load F1 acting on the first contact surface P1 from the upper structure 1 is a load that pushes the rolling member 5 downward, but the rolling member 5 meshes with the upper member 3. Therefore, the load F11 moves the upper member 3 rightward in the drawing. Then, the load F11 of the upper member 3 is regulated by the elastic member 6, and the position is disentangled.
[0023]
Similarly, the downward load F1 applied to the rolling member 5 on the first contact surface P1 becomes a clockwise rotational torque F12 on the rolling member 5 in the figure. Therefore, the load on the second contact surface P2 is in the direction opposite to that of the first contact surface P1, and the rotation torque is F22. For this reason, the lower member 4 meshing with the rolling member 5 tries to move to the left under the load F21 in the left direction in the figure, but is restricted by the elastic member 7. That is, since the load in the vertical direction is dispersed into the load in the horizontal direction, apparently there is no direct resistance in the vertical direction, so that the response to a shock in the vertical direction becomes very fast.
[0024]
The seismic isolation device A configured as described above is transmitted to the rolling member 5 by the second abutment blood P2 as shown in FIG. Since an upward load F2 acts on the rolling member 5 and simultaneously generates a clockwise torque F22 'on the rolling member 5 about the second contact surface P2, the rolling member 5 Rolls around. Then, a load F12 'for moving the lower member 4 to the left in the drawing is generated, but the elastic member 6 is deformed to absorb the load F12'. When the rolling member 5 rolls at the same time, a load F11 'is generated on the first contact surface P1 to move the upper member 3 meshed with the rolling member 5 rightward, but the elastic member 6 is deformed. By doing so, the impact load is absorbed.
[0025]
As described above, the seismic isolation device A exhibits an effective seismic isolation function against a shock load in the vertical direction. However, the rolling member 5, the upper member 3, and the lower The relative movement of the member 4 exerts a seismic isolation effect. Further, since the rolling member 5 is formed in a ball shape having a substantially elliptical cross section, and the contact surface with the upper member 3 and the lower member 4 is formed as a curved surface, the seismic isolation device A is provided as a set in the left-right direction. Not only that, it also exerts an effect on forward and backward swinging.
[0026]
Next, FIGS. 4 and 5 show a second embodiment of the seismic isolation device according to the present invention. The seismic isolation device B includes an upper member 11 fixed to the upper structure 1, a lower member 12 fixed to the lower structure 2, and an interposition between the upper member 11 and the lower member 12. Rolling member 13, a pointing member 14 penetrating the rolling member in the lateral direction, and an elasticity interposed between the upper structure 1 and the lower structure 2 to fix both ends of the pointing member. This is a seismic isolation device having members 15 and 16. Further, elastic flanges 17 and 18 serving as a posture holding means of the rolling member 13 are mounted on both sides of the pointing member 14.
[0027]
The contact surfaces 11a, 12a of the upper member 11, the lower member 12, and the rolling member 13 are formed into curved surfaces, and the rolling member 13 is formed in a spherical shape having a substantially elliptical cross section. A first contact surface P3 at which the upper structure contacts the rolling member and a second contact surface P4 at which the lower structure contacts the rolling member have different perpendicular positions. . A gabber member 19 formed integrally with the lower member 12 is attached outside the elastic members 15 and 16.
[0028]
In the seismic isolation device B configured as described above, as shown in FIG. 4, in an initial state, the rolling member 13 and the upper member 11 abut on the first contact surface P3, and the rolling member 13 and the lower member The member 12 is regulated by the pointing member 14 and the elastic members 15 and 16 so as to abut on the second contact surface P4. Therefore, the perpendicular position of the first contact surface P3 and the perpendicular position of the second contact surface P4 are different. Therefore, in this state, the load from the upper structure to the upper member 11 becomes a downward load F3 on the first contact surface P3, and becomes a torque F32 for rotating the rolling member 13 clockwise. This torque F32 is also transmitted to the pointing member 14, and the load F31 pushes down the pointing member 14. However, since the load F31 is regulated by the elastic flange 17, the rolling member 13 holds this posture.
[0029]
Similarly, the torque F32 generated by the rolling member 13 at the first contact surface P3 to rotate the rolling member 13 is equal to the first contact surface P4 at the second contact surface P4 on the opposite side of the rolling member 13. The load becomes the direction opposite to P3, and the rotational torque becomes F42. Therefore, the elastic member 18 acts as an upward stress load F41 on the elastic flange 18 that regulates the pointing member 14, but is absorbed by the elastic flange 18.
[0030]
The seismic isolation device B configured as described above is transmitted to the rolling member 13 through the second contact surface P4 as shown in FIG. An upward load F4 'acts on the rolling member 13, and at the same time, a clockwise torque F42' is generated on the rolling member 13 about the second contact surface P4. Therefore, the upper member 11 that rolls in the clockwise direction on the rolling member 13 and is in contact with the rolling member 13 moves rightward in FIG. Energy is absorbed, impact is reduced and shaking is suppressed.
[0031]
When the rolling member 13 rolls, the pointing member 14 applies an upward load F41 'to the elastic flange 18 and a downward load F31' to the elastic flange 17, but the elastic flange 17 and the elastic flange The deformation of 18 absorbs the impact.
[0032]
Like the seismic isolation device A, the above-described seismic isolation device B exerts an effective seismic isolation function against a shock load in the vertical direction. The relative movement of the upper member 11 and the lower member 12 exerts a seismic isolation effect. Further, the rolling member 13 is formed in a ball shape having a substantially elliptical cross section, and the contact surface with the upper member 11 and the lower member 12 is formed as a curved surface. It is effective not only in the direction but also in the front-back direction.
[0033]
Next, FIGS. 6 to 9 show a third embodiment of a seismic isolation device according to the present invention. This seismic isolation device C is interposed between an upper member 21 fixed to the upper structure 1, a lower member 22 fixed to the base member 2, and the upper member 21 and the lower member 23. A rolling member 23, a supporting member 24 that passes through the rolling member 23 in the axial direction, detent members 25 and 26 formed at ends of the supporting member 24, and an end of the supporting member. The seismic isolation device includes elastic flanges 27 and 28 and elastic members 29 and 30 mounted on both ends of the upper member 21 and the lower member 23.
[0034]
Further, in the seismic isolation device C, the contact surface between the upper member 21 and the lower member 22 and the rolling member 23 is formed in a curved surface, and the diameter of the substantially flat central portion of the rolling member 23 is large. A first contact surface P5, which is formed in a spindle shape and in which the upper member 21 and the rolling member 23 contact, and a second contact surface P6 in which the lower member 22 and the rolling member 23 contact. Are configured to have different perpendicular positions. In order to hold the rolling member 23 in such a posture, posture holding means is provided. The posture holding means includes a support member 24 that penetrates the rolling member 23 in the axial direction, detent portions 25, 25 formed at both ends of the support member 24, and fixes the detent portions 25, 25. The elastic fixing members 27 and 28 are provided.
[0035]
As shown in FIG. 8, the seismic isolation device C configured as described above has the rolling member 23 and the rolling member 23 so that the perpendicular position of the first contact surface and the perpendicular position of the second contact surface are different in the initial state. The upper member 21 abuts on the first contact surface P5, and the rolling member 23 and the lower member 22 abut on the second contact surface P6. I have. That is, since the load in the vertical direction is dispersed into the load in the horizontal direction, apparently there is no direct resistance in the vertical direction, so that the response to a shock in the vertical direction becomes very fast.
[0036]
When the seismic isolation device C configured as described above receives a vertical impact due to, for example, a direct type earthquake, the seismic isolation device C is transmitted to the rolling member 23 by the second contact surface P6 as shown in FIG. An upward load F6 'acts on the rolling member 23, and at the same time, a clockwise torque F62' is generated on the rolling member 23 about the second contact surface P6. Therefore, since the rolling member 23 rolls clockwise, the upper member 21 that is in contact with the rolling member 23 on the first contact surface P5 moves rightward in the figure due to the load F51 ′. By deforming the elastic member 30 by hitting the elastic member 30, the energy is absorbed, the impact is reduced, and the shaking is suppressed.
[0037]
Further, when the rolling member 23 rotates, a rotational torque is also generated in the pointing member 24 to rotate the rotation preventing members 25 and 26. Therefore, a stress for deforming the elastic flanges 27 and 28 shown in FIG. The deformation of the flanges 27 and 28 absorbs the impact.
[0038]
Like the seismic isolation device A and the seismic isolation device B, the above-described seismic isolation device C exhibits an effective seismic isolation function against a shock load in the vertical direction, but also has an effect on normal roll. The relative movement of the rolling member 23 and the upper member 21 and the lower member 22 exerts a seismic isolation effect. Furthermore, since the rolling member 23 is formed in a spindle shape, and the contact surface with the upper member 21 and the lower member 22 is formed as a curved surface, the seismic isolation device A can be used not only in the left-right direction but also in one set. It also exerts an effect on shaking in the front-back direction.
[0039]
10 and 11 show a fourth embodiment of the seismic isolation device according to the present invention. The seismic isolation device D is interposed between an upper member 31 fixed to the upper structure 1, a lower member 32 supported by the base member 2, and the upper member 31 and the lower member 32. This is a seismic isolation device having a rolling member 33 and elastic members supporting both sides of the upper member 31 and the lower member 32.
[0040]
In this seismic isolation device D, the contact surface between the upper member 31 and the lower member 32 and the rolling member 33 is formed as a curved surface, and the rolling member 33 is substantially flat and has an end portion having straight portions at both ends. The rolling member 33 and the upper member 31 or the lower member are formed until the end 34 of the rolling member 33 comes into contact with the upper member 31 or the lower member 32. It operates with rolling friction between 32. After the end 34 of the rolling member 33 comes into contact with the upper member 31 or the lower member 32, sliding friction between the rolling member 33 and the upper member 31 or the lower member 32 occurs. It is configured to work with.
[0040]
Until the end 34 of the rolling member 33 contacts the upper member 31 or the lower member 32, the seismic isolation device D configured as described above operates the rolling member 33 by rolling friction with low resistance. Can be relatively freely and quickly moved. However, after the end 34 comes into contact with the upper member 31 or the lower member 32, the rolling member 33 cannot perform a rolling operation because the end 34 is stuck. It moves by sliding friction between the lower members.
[0041]
This means that it responds quickly to shocking vibrations in the initial stage, but resists large vibrations more than a certain degree, and suppresses the vibration of the structure. Is what you do. Therefore, the resistance is suddenly increased with respect to a certain level or a shaking exceeding a limit, thereby exerting a damping action.
[0042]
It should be noted that the seismic isolation device of the present invention is not limited to the above-described embodiment, and it is needless to say that various modes are possible within the scope of the claims. For example, the shapes and dimensions of the upper member, the lower member, the elastic member, and the support member are not particularly limited, and an optimum member can be selected according to a structure or a place to be used. In addition, the curved surface shape of the contact surface between the rolling member and the upper and lower members and the size of the detent member can of course be selected optimally based on experimental results and the like.
[0043]
【The invention's effect】
As described above, the seismic isolation device of the present invention is provided with an upper member fixed to an upper structure, a lower member supported by a base member, and interposed between the upper member and the lower member. And a contact surface between the upper member and the lower member and the rolling member is formed as a curved surface. The member is formed in a ball shape having a substantially elliptical cross section, and a first contact surface where the upper member contacts the rolling member, and a second contact surface where the lower member contacts the rolling member, By adopting a configuration in which the perpendicular position is different, it is possible to absorb the shock even in the case of a direct earthquake, so that the upper structure can be protected from the damage caused by the earthquake.
[0044]
Further, since the shape of the rolling member is formed in a spherical shape with a substantially elliptical cross section, one seismic isolation device can exhibit an effect against shaking in all directions, and is excellent in a simple structure. It is possible to provide a seismic isolation device that can exhibit the effect.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a main part of a first embodiment of a seismic isolation device of the present invention.
FIG. 2 is a side view showing a sectional structure of the seismic isolation device of FIG.
FIG. 3 is a sectional view showing an operation state of the seismic isolation device of FIG. 1;
FIG. 4 is a cross-sectional view showing a second embodiment of the seismic isolation device of the present invention.
FIG. 5 is a sectional view showing an operation state of the seismic isolation device of FIG. 4;
FIG. 6 is a perspective view showing a main part of a third embodiment of the seismic isolation device of the present invention.
FIG. 7 is a side view showing a sectional structure of the seismic isolation device of FIG.
FIG. 8 is a sectional view showing an operation state of the seismic isolation device of FIG. 6;
FIG. 9 is a sectional view showing an operation state of the seismic isolation device of FIG. 6;
FIG. 10 is a side view showing a main part of a fourth embodiment of the seismic isolation device of the present invention.
11 is a side view showing an operation state of the seismic isolation device of FIG.
[Explanation of symbols]
A seismic isolation device
B seismic isolation device
C seismic isolation device
1 superstructure
2 Basic members
3 Upper member
3a Rack gear
4 Lower member
4a Rack gear
5 Rolling member
5a Involute gear
6 elastic members
7 Elastic member
8 Elastic members
9 Elastic members
11 Upper member
12 Lower member
13 Rolling member
14 Supporting members
15 Elastic member
16 Elastic member
17 Elastic flange
18 Elastic flange
19 Cover member
21 Upper member
22 Lower member
23 Rolling member
24 Supporting members
25 Non-rotating member
26 Non-rotating member
27 Elastic fixing member
28 elastic fixing member
31 Upper member
32 Lower member
33 Rolling member
34 support members
35 elastic members
36 elastic members

Claims (8)

上部構造物に固定される上側部材と、基礎部材に支持される下側部材と、前記上側部材と前記下側部材との間に介装された転動部材と、前記転動部材の姿勢保持手段とを有する免震装置であって、
前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成され、前記上側部材と前記転動部材が当接する第1当接面と、前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とする免震装置。
An upper member fixed to an upper structure, a lower member supported by a base member, a rolling member interposed between the upper member and the lower member, and a posture holding of the rolling member A seismic isolation device comprising:
The contact surface between the upper member and the lower member and the rolling member is formed in a curved surface, the rolling member is formed in a ball shape having a substantially elliptical cross section, and the upper member and the rolling member are in contact with each other. A seismic isolation device, wherein a first contact surface and a second contact surface where the lower member and the rolling member contact each other have different perpendicular positions.
前記転動部材の姿勢保持手段は、前記転動部材の表面に形成されたインボリュートギヤと、前記上側部材および前記下側部材の内面に形成された前記インボリュートギヤと歯合するラック状ギヤと、前記上側部材の外側に装着された弾性部材であることを特徴とする請求項1に記載の免震装置。The posture maintaining means of the rolling member, an involute gear formed on the surface of the rolling member, a rack gear geared with the involute gear formed on the inner surface of the upper member and the lower member, The seismic isolation device according to claim 1, wherein the seismic isolation device is an elastic member mounted outside the upper member. 前記転動部材の姿勢保持手段は、前記転動部材を横方向に貫通する指示部材と、前記指示部材の両側を支持する弾性フランジであることを特徴とする請求項1に記載の免震装置。2. The seismic isolation device according to claim 1, wherein the posture maintaining means of the rolling member is a pointing member that penetrates the rolling member in a lateral direction, and an elastic flange that supports both sides of the pointing member. 3. . 前記転動部材の姿勢保持手段は、前記転動部材を軸方向に貫通する支持部材と、前記支持部材の両端部に形成された回り止め部と、前記回り止め部を固定する弾性固定部材であることを特徴とする請求項1に記載の免震装置。The posture maintaining means of the rolling member is a supporting member that penetrates the rolling member in the axial direction, a detent part formed at both ends of the supporting member, and an elastic fixing member that fixes the detent part. The seismic isolation device according to claim 1, wherein: 上部構造物に固定される上側部材と、基礎部材に支持される下側部材と、前記上側部材と前記下側部材との間に介装された転動部材とを有する免震装置であって、
前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成されると共に表面にインボリュートギヤが形成され、前記上側部材および前記下側部材と前記転動部材の内面には前記インボリュートギヤと歯合するラック状ギヤが形成され、前記上側部材と前記転動部材が当接する第1当接面と前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とする免震装置。
A seismic isolation device having an upper member fixed to an upper structure, a lower member supported by a base member, and a rolling member interposed between the upper member and the lower member. ,
The contact surface between the upper member and the lower member and the rolling member is formed into a curved surface, the rolling member is formed in a ball shape having a substantially elliptical cross section, and an involute gear is formed on the surface, and A rack-shaped gear meshing with the involute gear is formed on the inner surfaces of the member, the lower member, and the rolling member, a first contact surface where the upper member and the rolling member abut, and the lower member. And a second contact surface where the rolling member abuts at a different perpendicular position.
上部構造物に固定される上側部材と、基礎部材に固定される下部部材と、前記上側部材および前記下側部材との間に介装された転動部材と、前記転動部材を横方向に貫通する指示部材と、前記指示部材の両側を支持する弾性フランジと、前記上側部材および前記下側部材の両側に装着された弾性部材とを有する免震装置であって、
前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は断面が略楕円のボール状に形成され、前記上側部材と前記転動部材が当接する第1当接面と前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とする免震装置。
An upper member fixed to an upper structure, a lower member fixed to a base member, a rolling member interposed between the upper member and the lower member, and A penetrating pointing member, an elastic flange supporting both sides of the pointing member, and a seismic isolation device having elastic members mounted on both sides of the upper member and the lower member,
The contact surface between the upper member and the lower member and the rolling member is formed in a curved surface, the rolling member is formed in a ball shape having a substantially elliptical cross section, and the upper member and the rolling member are in contact with each other. The seismic isolation device is characterized in that a first contact surface, a second contact surface that contacts the lower member and the rolling member have different perpendicular positions.
上部構造物に固定される上側部材と、基礎部材に支持される下部部材と、前記上側部材および前記下側部材との間に介装された転動部材と、前記転動部材を軸方向に貫通する支持部材と、前記支持部材の端部に形成された回り止め部と、前記回り止めを支承する弾性固定部材と、前記上側部材および前記下側部材の両側に装着された弾性部材とを有する免震装置であって、
前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は略偏平した紡錘子状に形成され、前記上側部材と前記転動部材が当接する第1当接面と前記下側部材と前記転動部材の当接する第2当接面は、垂線位置が異なることを特徴とする免震装置。
An upper member fixed to an upper structure, a lower member supported by a base member, a rolling member interposed between the upper member and the lower member, and A support member that penetrates, a detent part formed at an end of the support member, an elastic fixing member that supports the detent, and an elastic member mounted on both sides of the upper member and the lower member. A seismic isolation device having
The contact surface between the upper member and the lower member and the rolling member is formed into a curved surface, the rolling member is formed in a substantially flat spindle shape, and the second member in which the upper member and the rolling member abut. A seismic isolation device characterized in that a first contact surface, a second contact surface where the lower member and the rolling member contact each other have different perpendicular positions.
上部構造物に固定される上側部材と、基礎部材に支持される下部部材と、前記上側部材および前記下側部材との間に介装された転動部材と、前記支持部材の両側を支持する弾性部材とを有する免震装置であって、
前記上側部材および前記下側部材と前記転動部材の当接面は曲面に形成され、前記転動部材は略偏平で両端に直線部を有する端部を備えた球体に形成され、前記転動部材の端部が前記上側部材または前記下側部材と当接するまでは、前記転動部材と前記上側部材または前記下側部材の間で転がり摩擦で動作し、 前記転動部材の支持部材が前記上側部材または前記下側部材と当接した後は、前記転動部材と前記上側部材または前記下側部材の間で滑り摩擦で動くことを 特徴とする免震装置。
An upper member fixed to an upper structure, a lower member supported by a base member, a rolling member interposed between the upper member and the lower member, and supporting both sides of the support member A seismic isolation device having an elastic member,
The contact surface between the upper member and the lower member and the rolling member is formed into a curved surface, and the rolling member is formed into a sphere having a substantially flat end having straight ends at both ends, and Until the end of the member contacts the upper member or the lower member, the member operates by rolling friction between the rolling member and the upper member or the lower member, and the supporting member of the rolling member is The seismic isolation device characterized in that after contacting the upper member or the lower member, the seismic isolation device moves by sliding friction between the rolling member and the upper member or the lower member.
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JP2012102793A (en) * 2010-11-09 2012-05-31 Ohbayashi Corp Friction damper
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JP2007534910A (en) * 2004-04-27 2007-11-29 ケメニー、ゾルタン、エー. Dynamic kinematic mount
JP4836940B2 (en) * 2004-04-27 2011-12-14 ケメニー、ゾルタン、エー. Dynamic kinematic mount
JP2012102793A (en) * 2010-11-09 2012-05-31 Ohbayashi Corp Friction damper
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ES2551182A1 (en) * 2014-05-13 2015-11-16 Universitat Politècnica De Catalunya Seismic isolation device with multiple cores and gears
WO2015173456A1 (en) * 2014-05-13 2015-11-19 Universitat Politècnica De Catalunya Seismic isolation device with multiple cores and gears
CN110485283A (en) * 2019-08-29 2019-11-22 南昌大学 A kind of three-dimensional gear type Self-resetting energy consumption shock isolating pedestal
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