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JP4684612B2 - Rolling seismic isolation device with wind sway prevention function - Google Patents
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JP4684612B2 - Rolling seismic isolation device with wind sway prevention function - Google Patents

Rolling seismic isolation device with wind sway prevention function Download PDF

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JP4684612B2
JP4684612B2 JP2004289391A JP2004289391A JP4684612B2 JP 4684612 B2 JP4684612 B2 JP 4684612B2 JP 2004289391 A JP2004289391 A JP 2004289391A JP 2004289391 A JP2004289391 A JP 2004289391A JP 4684612 B2 JP4684612 B2 JP 4684612B2
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holding
seismic isolation
sphere
rolling
holding body
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JP2006104684A (en
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功一 井上
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Daiwa House Industry Co Ltd
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Description

本発明は、風揺れ阻止機能付き転がり免震支承装置等に関する。   The present invention relates to a rolling seismic isolation device with a wind sway prevention function.

転がり免震支承を用いた免震建物では、免震支承であるがゆえに建物が強風を受けると上部構造部が移動を起こして揺れてしまうことがあり、それを阻止するため、上部構造部を下部構造部に固定して建物の風揺れを阻止する風揺れ阻止装置が組み込まれている。   In a base-isolated building using a rolling base-isolated bearing, if the building is subjected to strong winds, the superstructure may move and shake when the building receives strong winds. It incorporates a wind sway prevention device that is fixed to the lower structure and prevents the building from swaying.

しかしながら、従来の風揺れ阻止装置では、風揺れ阻止のための係合機構部が免震支承装置とは別に備えられていて、建物には、免震支承装置を組み込むスペースと、風揺れ固定装置の係合機構部を組み込むスペースの両方を確保する必要があった。   However, in the conventional wind sway prevention device, the engagement mechanism for preventing the wind sway is provided separately from the seismic isolation support device, and the building has a space for incorporating the seismic isolation support device and the wind sway fixing device. It was necessary to secure both spaces for incorporating the engagement mechanism portion.

本発明は、上記のような問題点に鑑み、強風による免震建物の風揺れを防止することができ、しかも、省スペースでそれを実現することができる風揺れ阻止機能付き転がり免震支承装置等を提供することを課題とする。   In view of the above problems, the present invention is a rolling seismic isolation bearing device with a wind sway prevention function that can prevent wind swaying of a seismic isolation building due to strong winds and that can be realized in a small space. Etc. to be provided.

上記の課題は、球体と、
上下の構造部のいずれか一方に備えられ、球体を回転自在に保持する球体保持機構部と、
上下の構造部のもう一方に備えられ、球体を転動自在に受ける受け皿と
が備えられ、
前記球体保持機構部は、
球体を回転可能に保持する凹所を先端部に備えた球体保持体と、
該球体保持体を上下方向に移動可能に保持する保持体ガイド部と、
球体保持体をガイド部にガイドさせて上下方向に進退動作させる進退機構部と、
を備え、
該進退機構部による球体保持体の進退動作により、球体保持体が先端側に進出して球体によって支承される免震のための転がり支承状態と、球体保持体が基端側に後退して保持体ガイド部の先端部が受け皿の受け面に当接した風揺れ阻止状態とが、切り換えられるようになされていることを特徴とする、風揺れ阻止機能付き転がり免震支承装置(第1発明)によって解決される。
The above challenges are
A sphere holding mechanism that is provided in either one of the upper and lower structures and holds the sphere rotatably;
It is provided on the other of the upper and lower structure parts, and is provided with a saucer that receives the sphere so as to roll,
The spherical body holding mechanism section is
A sphere holding body provided with a recess at the tip thereof for rotatably holding the sphere,
A holding body guide part for holding the spherical body holding body in a vertically movable manner;
An advancing / retreating mechanism part that guides the spherical body holding body to the guide part and moves it back and forth in the vertical direction;
With
The ball holding body advances and retreats by the advance / retreat mechanism, and the ball holding body advances to the distal end side and is supported by the ball for rolling isolation, and the ball holding body retracts and holds the proximal end side. Rolling seismic isolation device with wind sway prevention function, wherein the wind sway prevention state where the tip of the body guide part is in contact with the receiving surface of the saucer is switched (first invention) Solved by.

この免震支承装置では、球体保持体を保持体ガイド部から先端側に進出させて球体による転がり支承状態にすることで、地震時に上部構造部を免震することができると共に、球体保持体を基端側に後退させて保持体ガイド部の先端部を受け皿の受け面に当接させた状態にすることで、保持体ガイド部と受け皿の受け面とが係合して風揺れ阻止状態が形成されるようになされており、強風による免震建物の風揺れを防止することができる。   In this seismic isolation bearing device, the sphere holder is advanced from the holder guide part to the tip side so as to be in a rolling support state by the sphere, so that the upper structure part can be isolated in the event of an earthquake, and the sphere holder By retreating to the base end side so that the tip of the holding body guide portion is in contact with the receiving surface of the tray, the holding body guide portion and the receiving surface of the receiving tray are engaged, and the wind shaking prevention state is prevented. It is designed to prevent the seismic isolation building from shaking due to strong winds.

しかも、風揺れ阻止のための係合は、保持体ガイド部と受け皿の受け面との係合によって行われるようになされているので、風揺れ阻止のための係合部を備えさせるスペースを転がり免震支承装置とは別に確保する必要がなく、風揺れを省スペースにて阻止することができる。また、転がり免震支承装置においても、受け皿の平面サイズを小さくすることができて、転がり免震支承装置の平面サイズもコンパクトにすることができる。   Moreover, since the engagement for preventing the wind sway is performed by the engagement between the holding body guide part and the receiving surface of the tray, the space provided with the engaging part for preventing the wind sway is rolled. It is not necessary to secure it separately from the seismic isolation bearing device, and it is possible to prevent wind vibration in a space-saving manner. Also, in the rolling seismic isolation device, the planar size of the tray can be reduced, and the planar size of the rolling seismic isolation device can be made compact.

上記の第1発明において、進出機構部は、球体保持体を先端側に進出させた転がり免震支承状態において地震による縦揺れを免震する縦揺れ免震機構を備えているとよい(第2発明)。   In the first aspect of the invention, the advancing mechanism section may include a longitudinal seismic isolation mechanism that isolates a longitudinal vibration caused by an earthquake in a rolling seismic isolation state in which the spherical body is advanced to the tip side (second). invention).

この場合は、縦揺れ免震機構が備えられているので、横揺れと縦揺れの両方の免震を実現することができる。のみならず、球体保持機構部が、球体保持体と、球体保持体を上下方向に移動可能に保持する保持体ガイド部とを備えた構造となっていることを利用し、その構造をうまい具合に利用して縦揺れ免震機構を形成した構造となっているので、縦揺れ免震機構を簡素な構成で組み込むことができる。   In this case, since the vertical vibration isolation mechanism is provided, both horizontal and vertical vibration isolation can be realized. Not only that, the sphere holding mechanism has a structure including a sphere holding body and a holding body guide that holds the sphere holding body so as to be movable in the vertical direction. Since it has a structure in which a pitch-isolation mechanism is formed using it, the pitch-isolation mechanism can be incorporated with a simple configuration.

上記の第2発明において、進退機構部は、
保持体ガイド部をシリンダーとし、球体保持体に、シリンダー内をその延びる方向において二室に仕切るピストン部が備えられると共に、該ピストン部に二室を連通させる通孔が設けられ、
いずれか一方又は両方の室を通じて両室に液圧をかける液圧源が備えられ、該液圧源からの液圧による両室の差圧力によってピストン部に先端側への進出力を生じるようになされており、かつ、
前記差圧力によるピストン部の先端側進出状態を保持すると共に、その保持状態を解除する切換え手段が備えられ、球体保持体を先端側に進出保持させた転がり免震支承状態において、地震による縦揺れで各室の液体が通孔を通じて往き来するようになされて、縦揺れを免震するようになされているものからなっているとよい(第3発明)。
In the second invention, the advance / retreat mechanism is
The holding body guide part is a cylinder, and the spherical body holding body is provided with a piston part that divides the inside of the cylinder into two chambers in the extending direction thereof, and a through hole that connects the two chambers to the piston part is provided,
A hydraulic pressure source that applies hydraulic pressure to both chambers through either or both chambers is provided, and the piston portion generates a forward output to the tip side due to the differential pressure of both chambers due to the hydraulic pressure from the hydraulic pressure source. Has been made, and
A switching means is provided for holding the piston part in the leading end side due to the differential pressure and releasing the holding state, and in a rolling seismic isolation state in which the spherical body holder is advanced and held in the tip side, pitching due to an earthquake is caused. Thus, it is preferable that the liquid in each chamber is made to come and go through the through-hole so as to isolate the pitching (third invention).

この場合は、ピストン部で仕切られたシリンダー内の各室に作用する液圧の差圧力で球体保持体を進出状態にして転がり免震支承状態を形成することができるのみならず、差圧力による球体保持体の進出動作を司る通孔を縦揺れ免震のために併用した構造であるから、縦揺れを簡素で合理的な構造によって免震することができる。   In this case, not only can the spherical body be moved forward by the differential pressure of the hydraulic pressure acting on each chamber in the cylinder partitioned by the piston part to form a rolling seismic isolation support state, but also due to the differential pressure. Since the structure that uses the through hole that controls the advancement of the sphere holder for pitch isolation, the pitch can be isolated with a simple and rational structure.

また、本発明は、球体と、
上下の構造部のいずれか一方に備えられ、球体を回転自在に保持する球体保持機構部と、
上下の構造部のもう一方に備えられ、球体を転動自在に受ける受け皿と
が備えられ、
前記球体保持機構部に、受け皿の受け面から離間することで球体による転がり支承状態を形成する一方、受け皿の受け面に当接して風揺れ阻止状態を形成する風揺れ阻止機構部が備えられていることを特徴とする風揺れ阻止機能付き転がり免震支承装置(第4発明)も含む。
The present invention also includes a sphere,
A sphere holding mechanism that is provided in either one of the upper and lower structures and holds the sphere rotatably;
It is provided on the other of the upper and lower structure parts, and is provided with a saucer that receives the sphere so as to roll,
The spherical body holding mechanism portion is provided with a wind sway prevention mechanism portion that forms a rolling support state by a sphere by separating from the receiving surface of the tray, and forms a wind sway prevention state by contacting the receiving surface of the tray. A rolling seismic isolation device (fourth invention) with a wind sway prevention function.

この装置では、風揺れ阻止機構部と受け皿の受け面との、離間と当接とによって、地震時に上部構造部を免震することができると共に、強風による免震建物の風揺れを防止することができ、また、風揺れ阻止のための係合部を備えさせるスペースを転がり免震支承装置とは別に確保する必要がなく、風揺れを省スペースにて阻止することができ、転がり免震支承装置においても、受け皿の平面サイズを小さくすることができてその平面サイズをコンパクトにすることができる。即ち、第4発明は、風揺れ阻止のための具体的構成に制限はなく、要は、風揺れ阻止機構部と受け皿の受け面との係合によって風揺れ阻止状態が形成される構成になっていればよい。   In this device, the upper structure part can be isolated in the event of an earthquake by the separation and abutment between the wind vibration prevention mechanism and the receiving surface of the tray, and the wind vibration of the base isolation building due to strong winds can be prevented. In addition, it is not necessary to secure a space to provide an engaging part for wind sway prevention separately from the rolling seismic isolation device, and wind sway can be prevented in a space-saving manner. Also in the apparatus, the planar size of the tray can be reduced and the planar size can be made compact. That is, the fourth aspect of the present invention is not limited to a specific configuration for preventing the wind sway, and in short, the wind sway preventing state is formed by the engagement of the wind sway preventing mechanism and the receiving surface of the tray. It only has to be.

また、上記の第1〜第4発明において、前記受け皿の受け面が中央に向けて傾斜する凹面からなる場合(第5発明)は、風揺れ阻止状態において、受け面の傾斜を利用してしっかりとした係合状態を形成することができる。   Further, in the first to fourth inventions described above, when the receiving surface of the tray is a concave surface inclined toward the center (fifth invention), in the wind sway prevention state, it is possible to use the inclination of the receiving surface firmly. The engaged state can be formed.

更に、本願は、免震支承装置と、風揺れ阻止装置と、風力センサーと、風力発電機と、蓄電池と、制御装置とが備えられ、
風揺れ阻止装置は、免震支承状態から風揺れ阻止状態への切換え動作と風揺れ阻止状態の保持に駆動力を必要とせず、風揺れ阻止状態から免震支承装置への切換えに駆動力を必要とするものからなって、蓄電池に蓄えられた電気で駆動されるようになされており、
風力発電機は、強風の前後の風で発電し、発電した電気は、蓄電池に蓄えられるようになされており、
制御装置は、地震もなく強風もない通常時は、上部構造部を免震支承状態に保持し、強風時の風力センサーからの信号に基づいて、風揺れ阻止装置を免震支承状態から風揺れ阻止状態に切り換え、強風がやむと風揺れ阻止装置を蓄電池の電気によって免震支承状態に復帰させる制御を行うようになされていることを特徴とする風揺れ阻止機能付き免震支承システム(第6発明)を含む。
Furthermore, the present application includes a seismic isolation device, a wind sway prevention device, a wind sensor, a wind power generator, a storage battery, and a control device.
The wind sway prevention device does not require a driving force to switch from the seismic isolation support state to the wind sway prevention state and does not require a driving force to switch from the wind sway prevention state to the seismic isolation device. It is made up of what you need and is driven by the electricity stored in the battery,
The wind power generator generates electricity with winds before and after the strong wind, and the generated electricity is stored in a storage battery.
During normal times when there is no earthquake or strong wind, the control unit keeps the superstructure in a state of seismic isolation, and the wind sway prevention device is swayed from the state of seismic isolation based on the signal from the wind sensor during strong winds. The seismic isolation system with wind sway prevention function (No. 6) is configured to control the wind sway prevention device to return to the seismic isolation state by electricity of the storage battery when the strong wind stops. Invention).

このシステムでは、地震もなく強風もない通常時は上部構造部を免震支承状態に保持する制御構成において、強風による風揺れ阻止状態から強風後の免震支承状態への復帰のための駆動力を、強風前後の風力によって発電して間もない電気を用いて生じさせるようにしているので、自然エネルギーを利用した制御構成でありながら、蓄電池の電気切れによる動作上の不具合の発生をなくして、信頼性の高い動作を確保することができる。   In this system, in the control configuration that keeps the upper structure in a seismic isolation state in normal times when there is no earthquake and no strong wind, the driving force for returning from the wind sway prevention state due to the strong wind to the seismic isolation state after the strong wind Is generated using wind power just before and after strong winds, and it is generated by using short-term electricity. Reliable operation can be ensured.

本発明は、以上のとおりのものであるから、強風による免震建物の風揺れを防止することができ、しかも、省スペースでそれを実現することができる。   Since the present invention is as described above, it is possible to prevent the seismic isolation building from being swayed by strong winds, and to achieve this in a space-saving manner.

次に、本発明の実施最良形態を図面に基づいて説明する。   Next, the best mode for carrying out the present invention will be described with reference to the drawings.

図1及び図2に示す実施形態の風揺れ阻止機能付き転がり免震支承装置1において、2は鋼球などからなる転動用の球体、3は球体保持機構部、4は受け皿であり、受け皿4は、建物の下部構造部としての基礎5の側に受け面4aを上に向けて固着状態に備えられ、球体保持機構部3は受け皿4の受け面4aと上下方向において正対するように建物の上部構造部6の側に下向きに固着状態に備えられている。   1 and FIG. 2, in the rolling seismic isolation device 1 with wind sway prevention function, 2 is a rolling sphere made of a steel ball or the like, 3 is a sphere holding mechanism, 4 is a tray, and the tray 4 Is provided in a fixed state with the receiving surface 4a facing upward on the side of the foundation 5 as the lower structure portion of the building, and the spherical body holding mechanism portion 3 faces the receiving surface 4a of the receiving tray 4 in the vertical direction. The upper structure portion 6 is provided in a fixed state downward.

上記の球体保持機構部3は、風揺れ阻止装置が組み込まれたもので、球体保持体7と、保持体ガイド部8と、進退機構部9とを備えている。球体保持体7は、その先端部である下面部に球体2を回転可能に保持する凹所7aを備え、球体2は、該凹所7a内での回転保持作用を受けながら、受け皿4の受け面4a上を転動するようになされている。   The sphere holding mechanism unit 3 includes a wind sway prevention device, and includes a sphere holding body 7, a holding body guide unit 8, and an advance / retreat mechanism unit 9. The spherical body holding body 7 includes a recess 7a that rotatably holds the spherical body 2 on the lower surface portion that is a tip portion thereof, and the spherical body 2 receives the receiving of the receiving tray 4 while receiving a rotation holding action in the concave portion 7a. It rolls on the surface 4a.

保持体ガイド部8は、球体保持体7を上下方向に移動可能にガイド保持するもので、ガイド孔8aを備え、該ガイド孔8a内に球体保持体7を差し込み状態に収容配置することによって上下方向に移動可能に保持されている。   The holding body guide portion 8 guides and holds the spherical body holding body 7 so as to be movable in the vertical direction. The holding body guide portion 8 includes a guide hole 8a, and the spherical body holding body 7 is accommodated in the guide hole 8a so as to be vertically moved. It is held movably in the direction.

そして、進退機構部9は、保持体ガイド部8にガイドされている球体保持体7を上下方向に進退動作させるもので、その進退動作により、図3(イ)に示すように、球体保持体7が先端側に進出して球体2によって支承される免震のための転がり支承状態と、図3(ロ)に示すように、球体保持体7が基端側に後退して保持体ガイド部8の先端部が受け皿4の受け面に当接した風揺れ阻止状態とが、切り換えられるようになされている。   The advancing / retreating mechanism unit 9 moves the sphere holding body 7 guided by the holding body guide unit 8 in the up-and-down direction. As shown in FIG. The rolling support state for seismic isolation 7 is advanced to the distal end side and supported by the sphere 2, and as shown in FIG. 3 (b), the sphere holder 7 moves backward to the proximal end side and the holder guide portion The wind sway prevention state in which the front end portion of 8 is in contact with the receiving surface of the tray 4 can be switched.

具体的には、本実施形態の進退機構部9は、保持体ガイド部8をシリンダーとし、球体保持体7に、シリンダー内であるガイド孔8a内をその延びる方向において二室10,11に仕切るピストン部7bが備えられ、該ピストン部7bに二室10,11を連通させる通孔12,12が設けられている。なお、下側の室11と外とは、球体保持体7の球体保持本体部7cによって仕切られている。   Specifically, the advancing / retreating mechanism portion 9 of the present embodiment uses the holding body guide portion 8 as a cylinder, and divides the spherical body holding body 7 into two chambers 10 and 11 in a guide hole 8a that is a cylinder in the extending direction. A piston portion 7b is provided, and through holes 12 and 12 for communicating the two chambers 10 and 11 with the piston portion 7b are provided. The lower chamber 11 is separated from the outside by a sphere holding main body portion 7 c of the sphere holding body 7.

そして、下側の室11には、液圧源としての油圧ポンプ13が接続され、ポンプ13から送られる圧油によって生じる両室10,11の差圧力によってピストン部7bに先端側、即ち下方への進出力を生じ、該進出力により球体保持体7を先端側に進出させて転がり免震支承状態を形成することができると共に、油圧を解除することにより、球体保持体7を上方に後退させて風揺れ阻止状態を形成することができるようになされている。なお、ポンプ13は、保持体ガイド部8に組込み状態に備えられていてもよいし、そうでなくてもよい。   A hydraulic pump 13 as a hydraulic pressure source is connected to the lower chamber 11, and the piston portion 7 b is moved to the distal end side, that is, downward by the differential pressure between the two chambers 10 and 11 generated by the pressure oil sent from the pump 13. The sphere holder 7 can be moved forward to the tip side by the advance output to form a base-isolation support state, and the sphere holder 7 can be retracted upward by releasing the hydraulic pressure. Therefore, it is possible to form a wind sway prevention state. The pump 13 may or may not be included in the holding body guide portion 8 in an assembled state.

そのための切換え手段として、保持体ガイド部8の側には第1バルブ14が備えられ、第1バルブ14を開いてポンプ13を駆動することにより、球体保持体7が下方に進出して転がり免震支承状態が形成され、該進出状態において第1バルブ14を閉じることにより、ポンプ13を停止した状態でその転がり免震支承状態が保持され、その状態から第1バルブ14を開くことにより、両室10,11の油が抜かれて球体保持体7が上方に後退し、風揺れ阻止状態が形成されるようになされている。17はサブタンクである。   As a switching means for that purpose, a first valve 14 is provided on the side of the holding body guide portion 8, and when the first valve 14 is opened and the pump 13 is driven, the spherical body holding body 7 advances downward to avoid rolling. A seismic support state is formed, and in the advanced state, the first valve 14 is closed, so that the pump 13 is stopped and the rolling seismic support state is maintained. The oil in the chambers 10 and 11 is removed, and the sphere holder 7 is retracted upward to form a wind sway prevention state. Reference numeral 17 denotes a sub tank.

また、上室10内には、付勢手段としてのバネ16が備えられ、球体保持体7が進出方向に付勢されるようになされており、小さな油圧力で球体保持体7を進出動作させることができるようになされている。   Further, a spring 16 as an urging means is provided in the upper chamber 10 so that the sphere holder 7 is urged in the advance direction, and the sphere holder 7 is advanced with a small hydraulic pressure. It has been made so that it can.

そして、球体保持体7を先端側に進出保持した転がり支承状態において、地震による縦揺れで各室10,11の油が通孔12を往き来するようになされて、縦揺れ免震機構部が構成されている。通孔12には第2バルブ15を備えさせ、第2バルブ15を開閉することにより、通孔12を通じて油の往き来を許容したり、阻止したりすることができ、あるいはまた、油の通過流量を調整することができるようになされているとよい。   Then, in the rolling support state in which the spherical body holding body 7 is advanced and held at the tip side, the oil in the chambers 10 and 11 is made to come and go through the through-holes 12 due to the vertical vibration caused by the earthquake, and the vertical vibration isolation mechanism is It is configured. By providing the second valve 15 in the through hole 12 and opening and closing the second valve 15, it is possible to allow or prevent the oil from passing through the through hole 12, or to pass the oil. It is preferable that the flow rate can be adjusted.

上記の転がり免震支承装置1では、強風もなく地震もない通常時は図3(イ)に示すように球体保持体7が下方に進出した転がり支承状態に保持され、同図に示すように、横揺れの地震が起こると、建物の上部構造部6は免震される。   In the rolling seismic isolation device 1 described above, during normal times when there is no strong wind and no earthquake, as shown in FIG. When a rolling earthquake occurs, the upper structure 6 of the building is isolated.

この地震が縦揺れを伴う場合は、図4(イ)に示すように、通孔12を開いた状態にしておくことにより、二室10,11を油が往き来することで縦揺れも免震される。   When this earthquake is accompanied by pitching, as shown in FIG. 4 (a), by keeping the through-hole 12 open, oil can come and go through the two chambers 10 and 11 to avoid pitching. It is shaken.

また、本実施形態では、受け皿4の受け面4aが傾斜しているので、図4(ロ)に示すように、横揺れの地震時に球体2が受け皿4の受け面4a上で上下するが、二室10,11を油が往き来することで、上部構造部6の上下振動も免振される。   In the present embodiment, since the receiving surface 4a of the tray 4 is inclined, as shown in FIG. 4 (b), the sphere 2 moves up and down on the receiving surface 4a of the tray 4 during a rolling earthquake. By the oil coming and going between the two chambers 10 and 11, the vertical vibration of the upper structure 6 is also isolated.

更に、上記の転がり支承状態において、地震のない通常時において、通孔12を第2バルブ15で閉じておき、地震時に第2バルブ15が開く制御が行われるようにしておくのもよく、その場合は、地震も強風もない通常時における上部構造部6の上下方向の不本意な動きなどをなくすことができる。   Further, in the above-described rolling support state, it is possible to close the through hole 12 with the second valve 15 and to control the opening of the second valve 15 in the event of an earthquake. In this case, it is possible to eliminate the unintentional movement of the upper structure 6 in the vertical direction during normal times when there is no earthquake or strong wind.

そして、強風が吹くと、第1バルブ14が開いて、図3(ロ)に示すように、球体保持体7が後退し、保持体ガイド部8の先端が受け皿4の受け面4aに当接して風揺れ阻止状態となり、強風による上部構造部6の横揺れが防止される。本実施形態では、受け皿4の受け面4aが球面状の凹面をして中央に向けて傾斜しているので、該傾斜を利用して受け皿4と保持体ガイド部8とが風揺れ阻止のためのしっかりとした係合状態になることができる。   When the strong wind blows, the first valve 14 opens, the sphere holder 7 moves backward, and the tip of the holder guide 8 contacts the receiving surface 4a of the tray 4 as shown in FIG. Thus, the wind sway is prevented and the upper structure 6 is prevented from rolling due to the strong wind. In the present embodiment, since the receiving surface 4a of the receiving tray 4 has a spherical concave surface and is inclined toward the center, the receiving tray 4 and the holding body guide portion 8 are used to prevent wind fluctuations using the inclination. Can be in a tightly engaged state.

上記の風揺れ阻止機能付き転がり免震支承装置1の状態の切換え制御は、図1(イ)に示すように、制御装置18によって行われるようになされており、制御のため、本実施形態では、風センサーとしての機能を備えた風力発電機19と、発電した電気を蓄える蓄電池20とが備えられている。そして、一定以上の強風が吹くと、それを風力発電機19が検知して第1バルブ14を開く制御を行うと共に、強風やその前後の時点における風力を利用して、風力発電機19が発電し、その電気が蓄電池20に蓄えられ、風がやむと、制御装置18によって、ポンプ13に駆動信号が送られ、蓄電池20に蓄えられた電気でポンプ13が駆動し、転がり支承状態に自動復帰するようになされている。   The switching control of the state of the rolling seismic isolation device 1 with wind sway prevention function is performed by the control device 18 as shown in FIG. 1 (a). A wind power generator 19 having a function as a wind sensor and a storage battery 20 for storing generated electricity are provided. When a strong wind of a certain level or more blows, the wind power generator 19 detects it and performs control to open the first valve 14, and the wind power generator 19 generates power using the strong wind or wind power before and after that. Then, when the electricity is stored in the storage battery 20 and the wind stops, the control device 18 sends a drive signal to the pump 13 and the pump 13 is driven by the electricity stored in the storage battery 20 to automatically return to the rolling support state. It is made to do.

こうすることで、風力発電による自然エネルギーを利用した制御構成でありながら、蓄電池20の電気切れによる動作上に不具合の発生をなくして、信頼性の高い動作を確保することができる。   By doing so, it is possible to ensure a highly reliable operation by eliminating the occurrence of problems in the operation due to the electric power outage of the storage battery 20 while having a control configuration using natural energy by wind power generation.

以上に、本発明の実施形態を示したが、本発明はこれに限られるものではなく、発明思想を逸脱しない範囲で各種の変更が可能である。例えば、上記の実施形態では、ポンプ13を下側の室11に接続した場合を示しているが、上側の室10に接続するようにしてもよいし、上下両室10,11に接続するようにしてもよい。また、上記の実施形態では、球体保持機構部3を上部構造部6の側に、受け皿4を下部構造部としての基礎5の側に備えさせた場合を示しているが、逆であってもよい。また、通常時を風揺れ阻止状態にしてもよい。   Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. For example, in the above embodiment, the pump 13 is connected to the lower chamber 11. However, the pump 13 may be connected to the upper chamber 10 or may be connected to the upper and lower chambers 10 and 11. It may be. Moreover, in said embodiment, although the case where the spherical body holding | maintenance mechanism part 3 is provided in the side of the upper structure part 6 and the saucer 4 is provided in the side of the foundation 5 as a lower structure part is shown, Good. Moreover, you may make a normal state into a wind-swing prevention state.

図(イ)は実施形態の風揺れ阻止機能付き転がり免震支承装置を示す断面正面図、図(ロ)は要部拡大図である。FIG. 1A is a cross-sectional front view showing a rolling seismic isolation bearing device with a wind sway prevention function of an embodiment, and FIG. 装置の分解断面正面図である。It is a disassembled sectional front view of an apparatus. 図(イ)は横揺れ地震時の装置の状態を示す断面正面図、図(ロ)は強風時の装置の作動状態を示す断面正面図である。Fig. 1 (a) is a cross-sectional front view showing the state of the device during a rolling earthquake, and Fig. (B) is a cross-sectional front view showing the operation state of the device during strong winds. 図(イ)は縦揺れ地震時の装置の作動状態を示す断面正面図、図(ロ)は転がりによる上下方向の動きを吸収している作動状態を示す断面正面図である。Fig. 1 (a) is a sectional front view showing the operating state of the apparatus during a pitching earthquake, and Fig. (B) is a sectional front view showing the operating state in which the vertical movement due to rolling is absorbed.

符号の説明Explanation of symbols

1…免震支承装置
2…球体
3…球体保持機構部
4…受け皿
4a…受け面
5…基礎(下部構造部)
6…上部構造部
7…球体保持体
7b…ピストン部
8…保持体ガイド部(シリンダー)
9…進退機構部
10…上室
11…下室
12…通孔
13…ポンプ(液圧源)
14…第1バルブ(切換え手段)
18…制御装置
19…風力センサー付き風力発電機
20…蓄電池
DESCRIPTION OF SYMBOLS 1 ... Seismic isolation support apparatus 2 ... Sphere 3 ... Sphere holding | maintenance mechanism part 4 ... Receptacle 4a ... Receiving surface 5 ... Foundation (lower structure part)
6 ... Upper structure part 7 ... Sphere holding body 7b ... Piston part 8 ... Holding body guide part (cylinder)
9 ... Advance / retreat mechanism 10 ... Upper chamber 11 ... Lower chamber 12 ... Through hole 13 ... Pump (hydraulic pressure source)
14 ... 1st valve (switching means)
18 ... Control device 19 ... Wind power generator with wind sensor 20 ... Storage battery

Claims (4)

球体と、
上下の構造部のいずれか一方に備えられ、球体を回転自在に保持する球体保持機構部と、
上下の構造部のもう一方に備えられ、球体を転動自在に受ける受け皿と
が備えられ、
前記球体保持機構部は、
球体を回転可能に保持する凹所を先端部に備えた球体保持体と、
該球体保持体を上下方向に移動可能に保持する保持体ガイド部と、
球体保持体をガイド部にガイドさせて上下方向に進退動作させる進退機構部と、
を備え、
該進退機構部による球体保持体の進退動作により、球体保持体が先端側に進出して球体によって支承される免震のための転がり支承状態と、球体保持体が基端側に後退して保持体ガイド部の先端部が受け皿の受け面に当接した風揺れ阻止状態とが、切り換えられるようになされていることを特徴とする、風揺れ阻止機能付き転がり免震支承装置。
A sphere,
A sphere holding mechanism that is provided in either one of the upper and lower structures and holds the sphere rotatably;
It is provided on the other of the upper and lower structure parts, and is provided with a saucer that receives the sphere so as to roll,
The spherical body holding mechanism section is
A sphere holding body provided with a recess at the tip thereof for rotatably holding the sphere,
A holding body guide part for holding the spherical body holding body in a vertically movable manner;
An advancing / retreating mechanism part that guides the spherical body holding body to the guide part and moves it back and forth in the vertical direction;
With
The ball holding body advances and retreats by the advance / retreat mechanism, and the ball holding body advances to the distal end side and is supported by the ball for rolling isolation, and the ball holding body retracts and holds the proximal end side. A rolling seismic isolation device with a wind sway prevention function, wherein the wind sway prevention state in which the tip of the body guide part abuts against the receiving surface of the tray is switched.
前記進出機構部は、球体保持体を先端側に進出させた転がり免震支承状態において地震による縦揺れを免震する縦揺れ免震機構を備えている請求項1に記載の風揺れ阻止機能付き転がり免震支承装置。   The said advancing mechanism part is equipped with a wind sway prevention function according to claim 1, comprising a longitudinal seismic isolation mechanism that isolates a longitudinal motion caused by an earthquake in a rolling seismic isolation state in which the spherical body is advanced to the tip side. Rolling isolation device. 前記進退機構部は、
保持体ガイド部をシリンダーとし、球体保持体に、シリンダー内をその延びる方向において二室に仕切るピストン部が備えられると共に、該ピストン部に二室を連通させる通孔が設けられ、
いずれか一方又は両方の室を通じて両室に液圧をかける液圧源が備えられ、該液圧源からの液圧による両室の差圧力によってピストン部に先端側への進出力を生じるようになされており、かつ、
前記差圧力によるピストン部の先端側進出状態を保持すると共に、その保持状態を解除する切換え手段が備えられ、球体保持体を先端側に進出保持させた転がり免震支承状態において、地震による縦揺れで各室の液体が通孔を通じて往き来するようになされて、縦揺れを免震するようになされているものからなる請求項2に記載の風揺れ阻止機能付き転がり免震支承装置
The advance / retreat mechanism is
The holding body guide part is a cylinder, and the spherical body holding body is provided with a piston part that divides the inside of the cylinder into two chambers in the extending direction thereof, and a through hole that connects the two chambers to the piston part is provided,
A hydraulic pressure source that applies hydraulic pressure to both chambers through either or both chambers is provided, and the piston portion generates a forward output to the tip side due to the differential pressure of both chambers due to the hydraulic pressure from the hydraulic pressure source. Has been made, and
A switching means is provided for holding the piston part in the leading end side due to the differential pressure and releasing the holding state, and in a rolling seismic isolation state in which the spherical body holder is advanced and held in the tip side, pitching due to an earthquake is caused. 3. The rolling seismic isolation device with wind sway prevention function according to claim 2, wherein the liquid in each chamber is made to come and go through a through hole so as to isolate the pitching .
前記受け皿の受け面が中央に向けて傾斜する凹面からなる請求項1乃至のいずれか一に記載の風揺れ阻止機能付き転がり免震支承装置 4. The rolling seismic isolation device with wind sway prevention function according to any one of claims 1 to 3 , wherein the receiving surface of the tray is a concave surface inclined toward the center .
JP2004289391A 2004-09-30 2004-09-30 Rolling seismic isolation device with wind sway prevention function Expired - Fee Related JP4684612B2 (en)

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Publication number Priority date Publication date Assignee Title
KR102057640B1 (en) * 2019-03-20 2019-12-20 주식회사 에스알이엔지 Earthquake resistant structure

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RU2472987C2 (en) * 2008-07-14 2013-01-20 Общество с ограниченной ответственностью "ГРЦ-Вертикаль" Vibration damper of mast winter plant
JP6228337B1 (en) * 2017-04-27 2017-11-08 新日鉄住金エンジニアリング株式会社 Wind resistance device

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JP2791718B2 (en) * 1991-02-08 1998-08-27 カヤバ工業株式会社 Seismic isolation device
JP2831313B2 (en) * 1995-12-05 1998-12-02 勲 二若 Seismic support system for buildings
JPH11201221A (en) * 1998-01-09 1999-07-27 Kayaba Ind Co Ltd Seismic isolation device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102057640B1 (en) * 2019-03-20 2019-12-20 주식회사 에스알이엔지 Earthquake resistant structure

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