JP2010230057A - Base isolation device having damping device and base isolation structure with damping device - Google Patents

Base isolation device having damping device and base isolation structure with damping device Download PDF

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JP2010230057A
JP2010230057A JP2009076617A JP2009076617A JP2010230057A JP 2010230057 A JP2010230057 A JP 2010230057A JP 2009076617 A JP2009076617 A JP 2009076617A JP 2009076617 A JP2009076617 A JP 2009076617A JP 2010230057 A JP2010230057 A JP 2010230057A
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plate body
vibration
conical surface
lower plate
seismic isolation
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JP5601644B2 (en
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Takashi Funaki
崇 舟木
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Yakmo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a base isolation device having a damping device capable of exhibiting a stable structure supporting function by a rigid ball and a stable damping function by an elastic ball during an input of vibration. <P>SOLUTION: The base isolation device 1 having the damping device incluldes a combination of: a base isolating rigid ball support 10 having a lower plate body 11 with a conical face 12a as the upper face on the vibration input side and having a circular guard at the outer peripheral part of the conical face 12a, an upper plate body 21 having a conical face 22a with an angle different from the conical face of the lower plate body 11 as the lower face at a base isolating object side and having a circular guard at the outer peripheral part of the conical face 22a, and the rigid ball 27 disposed at the center of both conical faces 12a, 22a; and a damping elastic ball support 30 having a lower plate body 11 with a conical face 12a as the upper face at the vibration input side, an upper plate body 22 with a conical face 22a as the lower face at the damping object side, and the elastic ball 29 disposed at the center of both conical faces 12a, 22a, having a diameter larger than that of the rigid ball 27, and generating rolling frictional resistance. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、簡略構造でありながら安定して優れた減衰機能を発揮できる制振装置を備えているとともに、簡略構造でありながら構造物の安定した支持機能、自動原点復帰機能、安定した免震機能を発揮できる免震装置、及びこれらの各装置を具備した免震構造物に関するものである。   The present invention is equipped with a vibration control device capable of exhibiting a stable and excellent damping function with a simple structure, and also has a stable structure support function, automatic home position return function, stable seismic isolation function with a simple structure. The present invention relates to a seismic isolation device capable of exhibiting its functions and a seismic isolation structure equipped with each of these devices.

従来、地震発生の際に家屋等の振動を抑制するために種々の免震、制振装置が提案され実用化されている。
そして、殆どの免震装置はコイルバネによる復元機構を採用し、地震終了後原点復帰力を得るようにしている。この場合、コイルバネの弾性力変化により、固有振動数が変化し、免震性能に悪影響が生じる。
また、制振装置として、流体であるオイルの粘性を利用したオイルダンパーが使用されることも多いが、この場合にはオイルの劣化やオイル漏れの問題がある。また、滑り摩擦ダンパーは、支承が上下水平運動する場合機構が非常に複雑になり、摩擦係数、減衰力を安定させることは困難となる。
Conventionally, various seismic isolation and vibration control devices have been proposed and put into practical use in order to suppress vibrations of houses and the like when an earthquake occurs.
Most of the seismic isolation devices employ a restoring mechanism using a coil spring so as to obtain an origin return force after the end of the earthquake. In this case, the natural frequency changes due to a change in the elastic force of the coil spring, and the seismic isolation performance is adversely affected.
In addition, an oil damper using the viscosity of oil as a fluid is often used as a vibration damping device, but in this case, there is a problem of oil deterioration or oil leakage. In addition, the sliding friction damper has a very complicated mechanism when the support moves horizontally up and down, and it is difficult to stabilize the friction coefficient and damping force.

特許文献1には、減衰機能を備え、かつ、ころがり免震支承として機能するゴム球体からなる一対の回転体と、互いに相対的に移動可能で、前記回転体を圧縮変形した状態で挟持する一対の移動部材と、一対の前記移動部材の間に配置され、該移動部材が相対的に移動した後、該移動部材を相対移動前の位置に戻そうとする復元力を有する積層ゴムを用いた復元機構と、を備え、一対の移動部材の少なくとも一方と復元機構との間に所定の間隔を設けた構成の免震装置が提案されている。   In Patent Document 1, a pair of rotating bodies each having a damping function and functioning as a rolling seismic isolation bearing and a pair of rotating bodies that are movable relative to each other and sandwich the rotating bodies in a compressed and deformed state. And a laminated rubber having a restoring force to return the moving member to a position before the relative movement after the moving member is relatively moved. There has been proposed a seismic isolation device including a restoring mechanism, and having a predetermined interval between at least one of the pair of moving members and the restoring mechanism.

この特許文献1の免震装置の場合、一対の移動部材の間にころがり免震支承として機能するゴム球体からなる一対の回転体を配置した構成であるため、やはり回転体の弾性力変化により減衰機能に悪影響が生じる。   In the case of the seismic isolation device of this Patent Document 1, since a pair of rotating bodies composed of rubber spheres functioning as rolling isolation bearings are arranged between a pair of moving members, they are also attenuated by a change in elastic force of the rotating body. The function is adversely affected.

特開2008−144860号公報JP 2008-144860 A

本発明が解決しようとする問題点は、簡略構造でありながら構造物の安定した支持機能、自動原点復帰機能、安定した免震機能と制振機能を発揮できるような装置が従来存在しない点である。   The problem to be solved by the present invention is that there is no device that can provide a stable support function of a structure, an automatic home position return function, a stable seismic isolation function and a vibration control function, though it has a simple structure. is there.

本発明に係る制振装置を備えた免震装置は、振動入力側に配置される下皿体と、免震対象物側に配置される上皿体と、当該下皿体、上皿体間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、振動入力側に配置される下皿体と、制振対象物側に配置される上皿体と、当該下皿体、上皿体間に配置されて前記免震用剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有する制振用弾性体球支承と、の組み合わせ構成としたことを最も主要な特徴とする。   The seismic isolation device including the vibration damping device according to the present invention includes a lower plate body disposed on the vibration input side, an upper plate body disposed on the seismic isolation object side, and between the lower plate body and the upper plate body. A seismic isolation hard ball bearing having a hard sphere that rolls due to vibration, a lower pan body disposed on a vibration input side, an upper pan body disposed on a vibration control object side, and the lower pan body An elastic body ball bearing for vibration control having an elastic body ball that is arranged between the upper plate bodies and has a diameter larger than that of the seismic isolation hard ball and generates rolling frictional resistance by vibration. The most important feature.

請求項1記載の発明によれば、簡略構造でありながら振動入力時に剛体球支承の剛体球による構造物の安定した支持機能、弾性体球支承の弾性体球による安定した制振機能を発揮させることができる制振装置を備えた免震装置を実現し提供することができる。   According to the first aspect of the present invention, a stable structure supporting function by the hard sphere of the rigid sphere support and a stable vibration damping function by the elastic sphere of the elastic sphere support are exhibited at the time of vibration input even though the structure is simple. It is possible to realize and provide a seismic isolation device equipped with a vibration damping device capable of performing the above.

請求項2記載の発明によれば、簡略構造でありながら振動入力時に剛体球支承の剛体球による構造物の安定した支持機能、円錐状面の傾斜による自動原点復帰機能、円形ガード部による剛体球の飛び出し防止機能、弾性体球支承の弾性体球による安定した制振機能を発揮させることができる制振装置を備えた免震装置を実現し提供することができる。   According to the second aspect of the present invention, although having a simple structure, a stable support function of the structure by the rigid sphere of the rigid sphere support at the time of vibration input, an automatic origin return function by the inclination of the conical surface, a rigid sphere by the circular guard portion It is possible to realize and provide a seismic isolation device equipped with a vibration damping device capable of exhibiting a pop-out prevention function and a stable vibration damping function by the elastic ball of the elastic ball support.

請求項3記載の発明によれば、簡略構造でありながら振動入力時に剛体球支承の剛体球による構造物の安定した支持機能及び下皿体、上皿体の角度を異ならせた円錐状面の傾斜による自動原点復帰機能、円形ガード部による剛体球の飛び出し防止機能、下皿体、上皿体のいずれか一方を平坦面、他方を円錐状面とし、間に弾性体球を配置した弾性体球支承による安定した制振機能を発揮させることができる制振装置を備えた免震装置を実現し提供することができる。   According to the third aspect of the present invention, although the structure is simple, the structure has a stable support function by the rigid sphere of the rigid sphere support at the time of vibration input, and the conical surface with different angles of the lower dish and the upper dish. Automatic origin return function by tilting, hard ball pop-out prevention function by circular guard, elastic body with elastic ball placed between one of the lower plate and upper plate as a flat surface and the other as a conical surface It is possible to realize and provide a seismic isolation device including a vibration damping device that can exhibit a stable vibration damping function by ball bearings.

請求項4記載の発明によれば、簡略構造でありながら振動入力時に剛体球支承の剛体球による構造物の安定した支持機能及び下皿体、上皿体の角度を異ならせた円錐状面の傾斜による自動原点復帰機能、円形ガード部による剛体球の飛び出し防止機能、下皿体、上皿体のいずれか一方を平坦面、他方を剛体球支承の両円錐状面の角度の和の角度を有する円錐状面とし、間に弾性体球を配置した弾性体球支承による安定した制振機能を発揮させることができる制振装置を備えた免震装置を実現し提供することができる。   According to the fourth aspect of the present invention, although the structure is simple, a stable support function of the structure by the rigid spheres of the rigid sphere support at the time of vibration input and the conical surface with different angles of the lower and upper dish bodies are provided. Automatic home position return function by tilting, prevention function of the rigid sphere by the circular guard, one of the lower and upper plate bodies is the flat surface, and the other is the sum of the angles of the two conical surfaces of the rigid sphere support. It is possible to realize and provide a seismic isolation device including a vibration damping device that has a conical surface and can exhibit a stable vibration damping function by an elastic ball bearing in which an elastic ball is disposed.

請求項5記載の発明によれば、請求項1記載の制振装置を備えた免震装置を構成する複数の剛体球支承と、複数の弾性体球支承とを構造物基礎、構造物本体間に分離配置した構成の基に、構造物本体を安定して支持でき、かつ、コイルバネ、ダンパー等を設けることなく、しかも、弾性体球自体のクリープを食い止めつつ安定した摩擦抵抗力により地震等による振動を吸収することができ、優れた制振機能を発揮する制振装置を備えた免震装置を実現し提供することができる。   According to the invention described in claim 5, the plurality of rigid ball bearings and the plurality of elastic ball bearings constituting the seismic isolation device including the vibration damping device according to claim 1 are arranged between the structure foundation and the structure body. It is possible to stably support the structure body based on the configuration of the separated structure, without providing coil springs, dampers, etc., and by preventing the creep of the elastic sphere itself and by the stable frictional resistance force due to earthquake etc. It is possible to realize and provide a seismic isolation device including a vibration damping device that can absorb vibration and exhibit an excellent vibration damping function.

請求項6記載の発明によれば、請求項2記載の制振装置を備えた免震装置を構成する複数の剛体球支承と、複数の弾性体球支承とを構造物基礎、構造物本体間に分離配置した構成の基に、構造物本体を安定し地震等による振動終了後の構造物本体の自動原点復帰を確実に行うことができ、また、コイルバネ、ダンパー等を設けることなく弾性体球自体のクリープを食い止めつつ安定した摩擦抵抗力により地震等による振動を吸収することができ、優れた制振機能を発揮する制振装置付き免震構造物を実現し提供することができる。   According to the invention described in claim 6, a plurality of rigid ball bearings and a plurality of elastic ball bearings constituting the seismic isolation device including the vibration damping device according to claim 2 are provided between the structure foundation and the structure body. The structure body is separated, and the structure body can be stabilized and the automatic origin return of the structure body after the end of vibration due to an earthquake or the like can be performed reliably, and the elastic ball can be used without providing a coil spring, damper, etc. It is possible to realize and provide a seismic isolation structure with a vibration damping device that can absorb vibration due to an earthquake or the like by a stable frictional resistance force while suppressing its own creep, and exhibiting an excellent vibration damping function.

請求項7記載の発明によれば、請求項3記載の制振装置を備えた免震装置を構成する複数の剛体球支承と、複数の弾性体球支承とを構造物基礎、構造物本体間に分離配置した構成の基に、請求項6記載の発明の場合と同様、構造物本体を安定し地震等による振動終了後の構造物本体の自動原点復帰を確実に行うことができ、また、コイルバネ、ダンパー等を設けることなく弾性体球自体のクリープを食い止めつつ安定した摩擦抵抗力により地震等による振動を吸収することができ、優れた制振機能を発揮する制振装置付き免震構造物を実現し提供することができる。   According to the invention described in claim 7, the plurality of rigid ball bearings and the plurality of elastic ball bearings constituting the seismic isolation device including the vibration damping device according to claim 3 are arranged between the structure base and the structure main body. As in the case of the invention according to claim 6, the structure body can be stabilized and the automatic origin return of the structure body after the end of vibration due to an earthquake or the like can be reliably performed, Seismic isolation structure with a damping device that can absorb vibrations due to earthquakes and the like with a stable frictional resistance while preventing creep of the elastic sphere itself without providing a coil spring, damper, etc. Can be realized and provided.

請求項8記載の発明によれば、請求項4記載の制振装置付き免震構造物を構成する複数の剛体球支承と、複数の弾性体球支承とを構造物基礎、構造物本体間に分離配置した構成の基に、請求項6記載の発明の場合と同様、構造物本体を安定し地震等による振動終了後の構造物本体の自動原点復帰を確実に行うことができ、また、コイルバネ、ダンパー等を設けることなく弾性体球自体のクリープを食い止めつつ安定した摩擦抵抗力により地震等による振動を吸収することができ、優れた制振機能を発揮する制振装置付き免震構造物を実現し提供することができる。   According to the invention described in claim 8, the plurality of rigid ball bearings and the plurality of elastic ball bearings constituting the seismic isolation structure with the vibration damping device according to claim 4 are arranged between the structure foundation and the structure body. As in the case of the invention according to claim 6, the structure body can be stabilized and the automatic origin return of the structure body after the end of vibration due to an earthquake or the like can be reliably performed based on the separately arranged structure, and the coil spring A seismic isolation structure with a damping device that can absorb vibrations due to earthquakes and the like with a stable frictional resistance while preventing creep of the elastic sphere itself without providing a damper, etc., and exhibiting an excellent damping function Can be realized and provided.

(a)本発明の実施例に係る制振装置を備えた免震装置における免震用剛体球支承及び制振用弾性体球支承の断面を示す概略図、(b)本発明の実施例に係る制振装置を備えた免震装置における制振用弾性体球支承の断面を示す概略図である。(A) Schematic diagram showing a cross section of a seismic isolation rigid ball bearing and a damping elastic ball bearing in a seismic isolation device equipped with a damping device according to an embodiment of the present invention; (b) in an embodiment of the present invention; It is the schematic which shows the cross section of the elastic body ball | bowl support for damping | damping in the seismic isolation apparatus provided with the said damping device. 実施例に係る制振装置を備えた免震装置における免震用剛体球支承の上皿体の概略平面図である。It is a schematic plan view of the upper plate body of the seismic isolation hard ball support in the seismic isolation device including the vibration damping device according to the example. 実施例に係る制振装置を備えた免震装置における免震用剛体球支承の上皿体の一部を切欠して示す概略説明図である。It is a schematic explanatory drawing which cuts and shows a part of the upper plate body of the seismic isolation rigid ball support in the seismic isolation device provided with the vibration damping device according to the embodiment. 実施例に係る制振装置を備えた免震装置における免震用剛体球支承の下皿体の概略平面図である。It is a schematic plan view of the lower plate body of the seismic isolation hard ball support in the seismic isolation device including the vibration control device according to the example. 実施例に係る制振装置を備えた免震装置における免震用剛体球支承の下皿体の一部を切欠して示す概略説明図である。It is a schematic explanatory drawing which cuts and shows a part of lower plate body of a seismic isolation hard ball support in a seismic isolation device provided with a vibration damping device concerning an example. 実施例に係る制振装置を備えた免震装置における免震用剛体球支承の振動変位状態を一部を切欠して示す概略説明図である。It is a schematic explanatory drawing which shows a part of the vibration displacement state of the seismic isolation rigid ball support in the seismic isolation device including the vibration control device according to the embodiment. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承の断面を示す概略図である。It is the schematic which shows the cross section of the elastic body ball | bowl support for damping | damping in the seismic isolation apparatus provided with the damping device which concerns on an Example. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承の振動変位状態を一部を切欠して示す概略説明図である。It is a schematic explanatory drawing which shows a part of the vibration displacement state of the elastic ball support for vibration control in the seismic isolation device including the vibration control device according to the embodiment. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承の変形例の断面を示す概略図である。It is the schematic which shows the cross section of the modification of the elastic body ball | bowl support for damping | damping in the seismic isolation apparatus provided with the damping device which concerns on the Example. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承有りで荷重26400N時の振動減衰特性を示す図である。It is a figure which shows the vibration damping characteristic at the time of load 26400N with the elastic body ball | bowl for damping | damping in the seismic isolation apparatus provided with the damping device which concerns on an Example. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承有りで荷重67200N時の振動減衰特性を示す図である。It is a figure which shows the vibration damping characteristic at the time of load 67200N with the elastic body ball | bowl for damping | damping in the seismic isolation apparatus provided with the damping device which concerns on an Example. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承有りで荷重108000N時の振動減衰特性を示す図である。It is a figure which shows the vibration damping characteristic at the time of load 108000N with the elastic body ball | bowl for damping | damping in the seismic isolation apparatus provided with the damping device which concerns on an Example. 実施例に係る制振装置を備えた免震装置における制振用弾性体球支承無しで荷重6000N時の振動減衰特性を示す図である。It is a figure which shows the vibration damping characteristic at the time of load 6000N without the elastic body ball | bowl for damping | damping in the seismic isolation apparatus provided with the damping device which concerns on an Example. 本実施例に係る制振装置付き免震構造物の断面を示す概略図である。It is the schematic which shows the cross section of the seismic isolation structure with a damping device which concerns on a present Example. 本実施例に係る制振装置付き免震構造物における免震用剛体球支承、制振用弾性体球支承の配置を示す概略平面図である。It is a schematic plan view which shows arrangement | positioning of the rigid ball support for seismic isolation in the base isolation structure with a damping device which concerns on a present Example, and the elastic body ball support for damping.

本発明は、簡略構造でありながら構造物の安定した支持機能、自動原点復帰機能、安定した制振機能を発揮できる制振装置を備えた免震装置を実現し提供するという目的を有するものである。   The present invention has an object of realizing and providing a seismic isolation device having a vibration damping device that can exhibit a stable support function of a structure, an automatic home position return function, and a stable vibration damping function while having a simple structure. is there.

本発明に係る制振装置を備えた免震装置は、振動入力側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、免震対象物側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、当該両円錐状面の中央間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、振動入力側に配置される上面を円錐状面とした下皿体と、制振対象物側に配置される下面を円錐状面とした上皿体と、当該両円錐状面の中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有する制振用弾性体球支承と、の組み合わせからなる構成により上記目的を実現した。   The seismic isolation device including the vibration damping device according to the present invention includes a lower plate body having a conical surface on the vibration input side and a circular guard portion on the outer periphery of the conical surface; The lower surface disposed on the object side is a conical surface having an angle different from that of the conical surface of the lower plate body, and the upper plate body having a circular guard portion on the outer peripheral portion of the conical surface, and both the conical surfaces. A seismic isolation hard sphere bearing having a rigid sphere rolling between vibration centers, a lower plate body having a conical surface on the upper surface disposed on the vibration input side, and a vibration suppression object side. An upper plate body having a conical surface as a lower surface, and an elastic body ball disposed between the centers of the two conical surfaces and having a diameter larger than that of the rigid sphere and causing rolling frictional resistance by vibration. The above object is realized by a combination of the elastic ball bearing and the combination.

以下に、本発明の実施例に係る制振装置を備えた免震装置、及びこれらの各装置を具備した免震構造物について図1(a)、(b)乃至図13及び図14、図15を参照して詳細に説明する。   1 (a), (b) to FIG. 13 and FIG. 14, FIG. 14 shows a seismic isolation device equipped with a vibration damping device according to an embodiment of the present invention and a seismic isolation structure equipped with these devices. Details will be described with reference to FIG.

本発明の実施例に係る制振装置を備えた免震装置1は、図1(a)の免震装置、図1(b)の制振装置に示すように、図1(a)に示す免震用剛体球支承10を具備して構成する免震装置と、図1(b)に示す制振用弾性体球支承30を具備して構成する制振装置との組み合せにより構成している。
最初に、本実施例に係る図1(a)に示す免震用剛体球支承10を具備して構成する免震装置について図1(a)乃至図6を参照して説明する。
The seismic isolation device 1 including the vibration damping device according to the embodiment of the present invention is illustrated in FIG. 1A as illustrated in FIG. 1A and the vibration damping device illustrated in FIG. This is constituted by a combination of a seismic isolation device comprising a seismic isolation hard ball bearing 10 and a vibration damping device comprising a vibration damping elastic ball bearing 30 shown in FIG. .
First, a seismic isolation device comprising the seismic isolation rigid ball bearing 10 shown in FIG. 1A according to the present embodiment will be described with reference to FIGS.

前記免震用剛体球支承10は、構造物基礎のような振動入力側に配置される下皿体11と、例えば免震対象物である家屋等のような構造物本体側に配置される上皿体21とを有している。   The seismic isolation hard ball support 10 is arranged on the lower platen 11 arranged on the vibration input side such as a structure foundation, and on the structure main body side such as a house which is a seismic isolation object. It has a dish body 21.

前記下皿体11は、図4、図5に示すように、例えば剛体板製で平面形状が四角形状に形成され、上面の中心から外周近傍に至る範囲を中心が最下点となる円錐状面12aとした下皿基板12と、この下皿基板12の四隅で、かつ、円錐状面12aの外周外側に配置する平面略四角形状の4個の剛体板製のスペーサ板13を介して前記下皿基板12上に隙間を有しつつ配置した剛体板製のガード板14と、を有している。   As shown in FIGS. 4 and 5, the lower plate body 11 is made of, for example, a rigid plate and is formed in a quadrangular planar shape, and has a conical shape whose center is the lowest point in the range from the center of the upper surface to the vicinity of the outer periphery. The bottom plate substrate 12 as the surface 12a, and the four rigid plate spacer plates 13 having a substantially rectangular plane disposed at the four corners of the bottom plate substrate 12 and outside the outer periphery of the conical surface 12a. And a guard plate 14 made of a rigid plate disposed on the lower dish substrate 12 with a gap.

前記ガード板14は、平面形状が変形八角形状に形成されて、前記円錐状面12aの外周に相当する径の円形ガード部として機能する円形孔15を具備し、前記円錐状面12a、円形孔15が同心配置となる状態でこのガード板14からスペーサ板13を経て下皿基板12に螺着する止めネジ16により下皿基板12上に隙間をもって連結している。   The guard plate 14 has a circular hole 15 which is formed in a deformed octagonal shape in plan and functions as a circular guard portion having a diameter corresponding to the outer periphery of the conical surface 12a. The conical surface 12a, the circular hole In a state where 15 is concentrically arranged, the guard plate 14 is connected to the lower plate substrate 12 with a gap by a set screw 16 screwed to the lower plate substrate 12 through the spacer plate 13.

前記上皿体21は、図2、図3に示すように、例えば剛体板製で平面形状が変形八角形状に形成され、下面の中心から外周近傍に至る範囲を中心が最上点となる円錐状面22aとした上皿基板22と、この上皿基板22の四隅で、かつ、円錐状面22aの外周外側に配置する平面略四角形状の4個の剛体板製のスペーサ板23を介して前記上皿基板22の下側に隙間を有しつつ配置した剛体板製のガード板24と、を有している。   As shown in FIGS. 2 and 3, the upper plate body 21 is made of, for example, a rigid plate, and has a flat octagonal shape. The upper plate 21 has a conical shape whose center is the uppermost point in the range from the center of the lower surface to the vicinity of the outer periphery. The upper plate substrate 22 as the surface 22a, and four rigid plate-shaped spacer plates 23 arranged in the four corners of the upper plate substrate 22 and outside the outer periphery of the conical surface 22a. And a guard plate 24 made of a rigid plate arranged with a gap below the upper plate substrate 22.

前記ガード板24は、平面形状が変形八角形状に形成されて、前記円錐状面22aの外周に相当する径の円形ガード部として機能する円形孔25を具備し、前記円錐状面22a、円形孔25が同心配置となる状態でこのガード板24からスペーサ板23を経て上皿基板22に螺着する止めネジ26により上皿基板22の下側に隙間をもって連結している。   The guard plate 24 includes a circular hole 25 that is formed in a deformed octagonal shape in plan and functions as a circular guard portion having a diameter corresponding to the outer periphery of the conical surface 22a. The conical surface 22a, the circular hole With a concentric arrangement 25, the guard plate 24 is connected to the lower plate substrate 22 with a gap by a set screw 26 screwed to the upper plate substrate 22 through the spacer plate 23.

前記両円錐状面12a、22aの中央間には、図1(a)、図3、図5に示すように、振動入力により転がる例えば鋼球、ステンレス球等からなる一定の直径を有する剛体球27を配置している。   Between the centers of the two conical surfaces 12a and 22a, as shown in FIGS. 1 (a), 3 and 5, a rigid sphere having a certain diameter made of, for example, a steel ball, a stainless sphere or the like that rolls by vibration input. 27 is arranged.

前記円錐状面12aの傾斜角度θ1は、例えば3.0度、前記円錐状面22aの傾斜角度θ2は、例えば1.5度に設定し、両円錐状面12a、22aの傾斜角度を異ならせている。   The inclination angle θ1 of the conical surface 12a is set to, for example, 3.0 degrees, the inclination angle θ2 of the conical surface 22a is set to, for example, 1.5 degrees, and the inclination angles of the two conical surfaces 12a and 22a are made different. ing.

なお、図1(a)において、符号28は、制振装置を備えた免震装置1の未使用時に前記下皿体11、上皿体21間を連結する連結ボルトである。   In FIG. 1A, reference numeral 28 denotes a connecting bolt that connects the lower plate body 11 and the upper plate body 21 when the seismic isolation device 1 having the vibration control device is not used.

図6は、地震等による振動入力により前記下皿体11に対して上皿体21が右側に変位(最大変位)した状態を概略的に示すものである。   FIG. 6 schematically shows a state in which the upper plate body 21 is displaced to the right (maximum displacement) with respect to the lower plate body 11 by vibration input due to an earthquake or the like.

次に、本実施例に係る制振用弾性体球支承30を具備して構成する制振装置について図1(b)、図7、図8を参照して説明する。   Next, a vibration damping device including the vibration damping elastic ball support 30 according to the present embodiment will be described with reference to FIGS. 1B, 7 and 8. FIG.

なお、図1(b)、図7に示す制振用弾性体球支承30において、前記免震用剛体球支承10の場合と同一の要素には同一の符号を付し、その詳細説明は省略する。   In the vibration-suppressing elastic ball bearing 30 shown in FIGS. 1B and 7, the same elements as those in the seismic isolation rigid ball bearing 10 are denoted by the same reference numerals, and detailed description thereof is omitted. To do.

図1(b)、図7、図8に示す前記制振用弾性体球支承30は、構造物基礎のような振動入力側に配置される下皿体11Aと、例えば制振対象物である家屋等のような構造物本体側に配置される上皿体21Aとを有し、下皿体11Aの円錐状面12a、上皿体21Aの円錐状面22aの中央間に、前記剛体球27よりも大径で振動により転がり摩擦抵抗を生じるゴム材又は弾性合成樹脂材からなる弾性体球29を配置し、前記免震用剛体球支承10を構成する前記スペーサ板13、23、前記ガード板14、24を省略したことが特徴である。   The vibration-suppressing elastic ball support 30 shown in FIG. 1B, FIG. 7 and FIG. 8 is a lower plate body 11A arranged on the vibration input side such as a structure foundation and, for example, a vibration-damping object. An upper plate body 21A disposed on the side of the structure body such as a house, and the rigid ball 27 between the conical surface 12a of the lower plate body 11A and the conical surface 22a of the upper plate body 21A. The spacer plates 13 and 23 and the guard plate constituting the seismic isolation rigid ball support 10 are provided with an elastic ball 29 made of a rubber material or an elastic synthetic resin material having a larger diameter and causing rolling friction resistance due to vibration. The feature is that 14 and 24 are omitted.

なお、図1(b)、図7において、符号28は、制振装置を備えた免震装置1の未使用時に、前記下皿体11A、上皿体21A間を連結する連結ボルトである。   In FIG. 1B and FIG. 7, reference numeral 28 denotes a connecting bolt that connects the lower plate body 11 </ b> A and the upper plate body 21 </ b> A when the seismic isolation device 1 including the vibration control device is not used.

次に、本実施例に係る制振装置を備えた免震装置1の作用、効果について説明する。   Next, the operation and effect of the seismic isolation device 1 including the vibration damping device according to the present embodiment will be described.

上述した構成からなる本実施例に係る制振装置を備えた免震装置1によれば、下皿体11、上皿体21間に剛体球27を配置した免震用剛体球支承10と、下皿体11A、上皿体21A間に弾性体球29を配置した制振用弾性体球支承30との組み合せにより構成されることから、全体として極めて簡略構造とすることができる。   According to the seismic isolation device 1 including the vibration damping device according to the present embodiment having the above-described configuration, the seismic isolation hard ball support 10 in which the rigid ball 27 is disposed between the lower plate body 11 and the upper plate body 21; Since it is configured by a combination with the vibration-suppressing elastic ball support 30 in which the elastic ball 29 is disposed between the lower plate 11A and the upper plate 21A, the overall structure can be extremely simplified.

また、免震用剛体球支承10のみでは、剛体球27が360度方向に移動できるためふらつき易く、また、荷重が軽いとき外力が加わると簡単に移動することもあるが、本実施例に係る制振装置を備えた免震装置1のように免震用剛体球支承10と制振用弾性体球支承30とを適切に組み合わせることで軽荷重の場合においても、ふらつきをほぼ解消できる。   In addition, the seismic isolation hard ball bearing 10 alone can easily move because the hard ball 27 can move in the 360-degree direction, and can easily move when an external force is applied when the load is light. As in the case of the seismic isolation device 1 including the vibration control device, the wobbling can be substantially eliminated even in the case of a light load by appropriately combining the seismic isolation hard ball support 10 and the vibration control elastic ball support 30.

更に、上皿体21が上下水平移動しても、剛体球27の直径は一定であるため、弾性体球29の圧縮は一定となり、弾性体球29自体のクリープ(歪みが時間とともにゆっくり増す現象)を食い止めることができるとともに、弾性体球29の圧縮が一定であることから、上下水平移動に伴い圧縮されつつ転がる弾性体球29はその反発力も一定となり、安定した摩擦抵抗力により振動を吸収することができ、優れた制振効果を発揮する。   Further, even if the upper plate 21 moves horizontally up and down, the diameter of the rigid sphere 27 is constant, so the compression of the elastic sphere 29 is constant, and the elastic sphere 29 itself creeps (a phenomenon in which strain increases slowly with time). ) And the compression of the elastic sphere 29 is constant, so that the elastic sphere 29 that rolls while being compressed in accordance with the horizontal movement up and down also has a constant repulsive force, and absorbs vibration by a stable frictional resistance. Can exhibit excellent vibration damping effect.

前記免震用剛体球支承10においては、下皿体11、上皿体21の各円錐状面12a、22aに接触しつつ剛体球27が転がることから、免震用剛体球支承10上に配置した構造物の荷重が上皿体21、剛体球27を経て下皿体11の円錐状面12aに作用するとき、円錐状面12aの傾斜方向(円錐状面12a中心方向)の分力(構造物の自動原点復帰力)が生じて、これにより、地震等による振動終了後、構造物を定常位置に復帰させることができる。   In the seismic isolation hard sphere support 10, the rigid sphere 27 rolls in contact with the conical surfaces 12a and 22a of the lower dish 11 and the upper dish 21, so that the seismic isolation hard sphere support 10 is disposed on the seismic isolation hard sphere support 10. When the load of the structured material acts on the conical surface 12a of the lower plate body 11 via the upper plate body 21 and the rigid sphere 27, the component force (structure) in the inclination direction of the conical surface 12a (center direction of the conical surface 12a) The automatic origin return force of the object is generated, and thus the structure can be returned to the steady position after the end of the vibration due to the earthquake or the like.

この場合に、前記下皿体11、上皿体21の各円錐状面12a、22aの傾斜角度θ1、θ2を調整することで、地震等による振動終了後の自動原点復帰力を調整でき、従来例のようなコイルバネ、ダンパー等の復元機構を設けることが不要となる。   In this case, by adjusting the inclination angles θ1 and θ2 of the conical surfaces 12a and 22a of the lower plate body 11 and the upper plate body 21, the automatic origin return force after the end of vibration due to an earthquake or the like can be adjusted. It is not necessary to provide a restoring mechanism such as a coil spring or a damper as in the example.

また、下皿体11、上皿体21の円錐状面12a、22aの傾斜角度θ1、θ2を適用する構造物に応じて設定することで、簡略に当該構造物に応じた最適の自動原点復帰力を実現することが可能となる。   Further, by setting the inclination angles θ1 and θ2 of the conical surfaces 12a and 22a of the lower plate body 11 and the upper plate body 21 according to the structure to which the structure is applied, it is possible to simply return to the optimum automatic origin according to the structure. Power can be realized.

更に、前記免震用剛体球支承10における下皿体11、上皿体21の円錐状面12a、22aの半径寸法は、地震等による振動応答時の水平移動距離の1/2とすることができ、コンパクトな構成の免震用剛体球支承10を実現できる。   Furthermore, the radial dimensions of the conical surfaces 12a and 22a of the lower plate body 11 and the upper plate body 21 in the seismic isolation hard ball bearing 10 should be ½ of the horizontal movement distance at the time of vibration response due to an earthquake or the like. The seismic isolation hard ball bearing 10 can be realized in a compact configuration.

前記免震用剛体球支承10においては、下皿体11側に円形ガード部として機能する円形孔15を設けたガード板14を備え、上皿体21側に円形ガード部として機能する円形孔25を設けたガード板24を備えているので、図6に示すように、下皿体11に対する上皿体21の最大変位時に剛体球27が円形孔15、25の両内周部により位置規制され、これにより、前記剛体球27が免震用剛体球支承10の外方の飛び出してしまうという不都合を回避できる。   The seismic isolation hard ball support 10 includes a guard plate 14 provided with a circular hole 15 that functions as a circular guard portion on the lower plate body 11 side, and a circular hole 25 that functions as a circular guard portion on the upper plate body 21 side. As shown in FIG. 6, the position of the rigid sphere 27 is restricted by the inner peripheral portions of the circular holes 15 and 25 when the upper plate body 21 is displaced maximum with respect to the lower plate body 11. As a result, it is possible to avoid the inconvenience that the hard sphere 27 jumps out of the seismic isolation hard sphere support 10.

前記制振用弾性体球支承30においては、上述したようにその構造が簡略であるとともに、弾性体球29の球径、硬度、前記免震用剛体球支承10と組み合せる制振用弾性体球支承30の設置個数を構造物(同一平面上における構造物)に応じて変更することで各々容易にメンテナンスフリーの構造を実現できる。   The vibration-suppressing elastic ball bearing 30 has a simple structure as described above, and the vibration-damping elastic body combined with the ball diameter and hardness of the elastic ball 29 and the seismic isolation hard-ball support 10. A maintenance-free structure can be easily realized by changing the number of installed ball supports 30 according to the structure (structure on the same plane).

次に、上述した免震用剛体球支承10、制振用弾性体球支承30の組み合せからなる制振装置を備えた免震装置1を構造物に組み込んだ場合の振動減衰特性及び制振用弾性体球支承30を使用しない場合の振動減衰特性の各種の測定例について、図10乃至図13を参照して説明する。   Next, vibration damping characteristics and vibration control when the base isolation device 1 including the vibration control device composed of the combination of the above-described base isolation hard ball bearing 10 and vibration suppression elastic ball bearing 30 is incorporated in a structure. Various measurement examples of vibration damping characteristics when the elastic ball support 30 is not used will be described with reference to FIGS. 10 to 13.

この場合、免震用剛体球支承10は荷重支持に必要な個数を組み込み、制振用弾性体球支承30は制振に必要な個数を組み込んで測定を行ったものである。   In this case, measurement is performed with the number of seismic isolation rigid ball bearings 10 incorporated in the number required for load support and the number of damping elastic ball bearings 30 incorporated with the number required for damping.

図10は、制振装置を備えた免震装置1における制振用弾性体球支承30であり、構造物の荷重が26400Nの場合の振動減衰特性を示す。   FIG. 10 shows the vibration damping elastic ball support 30 in the seismic isolation device 1 including the vibration damping device, and shows vibration damping characteristics when the load of the structure is 26400N.

図11は、制振装置を備えた免震装置1における制振用弾性体球支承30であり、構造物の荷重が67200Nの場合の振動減衰特性を示す。   FIG. 11 shows the damping elastic body ball support 30 in the seismic isolation device 1 including the damping device, and shows the vibration damping characteristics when the load of the structure is 67200N.

図12は、制振装置を備えた免震装置1における制振用弾性体球支承30有りで構造物の荷重が108000Nの場合の振動減衰特性を示す。   FIG. 12 shows vibration damping characteristics in the seismic isolation device 1 including the vibration damping device when the elastic ball support 30 for vibration damping is provided and the load of the structure is 108000N.

図13は、制振装置を備えた免震装置1において制振用弾性体球支承30無しで免震用剛体球支承10のみとした構造物の荷重が6000Nの場合の振動減衰特性を示す図である。   FIG. 13 is a diagram showing vibration damping characteristics when the load of a structure having only the seismic isolation rigid ball bearing 10 without the damping elastic ball bearing 30 is 6000 N in the seismic isolation device 1 including the damping device. It is.

図10乃至図12と、図13との比較から明らかなように、本実施例の制振装置を備えた免震装置1における免震用剛体球支承10、制振用弾性体球支承30の組み合せ構造によれば、各荷重の場合とも極めて優れた振動減衰特性を発揮させることができる。   As is clear from comparison between FIG. 10 to FIG. 12 and FIG. 13, the seismic isolation hard ball support 10 and the vibration suppression elastic ball support 30 in the seismic isolation device 1 including the vibration control device of the present embodiment. According to the combined structure, extremely excellent vibration damping characteristics can be exhibited in each load.

図9は前記制振用弾性体球支承30の変形例である制振用弾性体球支承40を示すものであり、この制振用弾性体球支承40は、前記下皿体11Aの上面を前記免震用剛体球支承10の両円錐状面12a、22aの角度の和の角度、すなわち、(θ1+θ2)度を有する円錐状面12bとし、前記上皿体21Aの下面を平坦面21aとして、円錐状面12b、平坦面21aの中央に弾性体球29を配置した構成としたものである。   FIG. 9 shows an elastic ball support 40 for vibration suppression, which is a modification of the elastic ball support 30 for vibration control. The elastic ball support 40 for vibration control is formed on the upper surface of the lower plate body 11A. The cone-shaped surface 12b having the sum of the angles of the conical surfaces 12a and 22a of the seismic isolation hard ball bearing 10, that is, (θ1 + θ2) degrees, and the lower surface of the upper plate 21A as the flat surface 21a, An elastic sphere 29 is arranged in the center of the conical surface 12b and the flat surface 21a.

この制振用弾性体球支承40の場合、上述した場合と逆に前記下皿体11Aの上面を平坦面とし、上皿体21Aの下面を円錐状面とする構成とすることも勿論可能である。   In the case of the elastic ball support 40 for vibration control, it is of course possible to adopt a configuration in which the upper surface of the lower plate body 11A is a flat surface and the lower surface of the upper plate body 21A is a conical surface contrary to the case described above. is there.

以上のような構成の制振用弾性体球支承40を、前記免震用剛体球支承10と組み合せて制振装置を備えた免震装置1を構成した場合においても、前記制振用弾性体球支承30の構成を用いてなる制振装置を備えた免震装置1の場合と同様な作用、効果を発揮させることができる。   Even when the seismic isolation device 1 including the vibration control device is configured by combining the vibration control elastic ball support 40 configured as described above with the seismic isolation hard ball support 10, the vibration control elastic body is also provided. The same operation and effect as the case of the seismic isolation device 1 including the vibration control device using the configuration of the ball bearing 30 can be exhibited.

次に、図14、図15を参照して本実施例の制振装置を備えた免震装置1を使用した免震構造物50について説明する。   Next, the seismic isolation structure 50 using the seismic isolation device 1 provided with the vibration damping device of the present embodiment will be described with reference to FIGS. 14 and 15.

この免震構造物50は、構造物基礎51、家屋等の構造物本体52間に、制振装置を備えた免震装置1を構成する4個の免震用剛体球支承10からなる免震装置と、2個の制振用弾性体球支承30からなる制振装置とを分離配置したものである。   This seismic isolation structure 50 is composed of four seismic isolation hard ball bearings 10 that constitute a seismic isolation device 1 having a vibration control device between a structure base 51 and a structure main body 52 such as a house. The apparatus and a vibration damping apparatus including two vibration damping elastic ball bearings 30 are separately arranged.

すなわち、図14、図15は、モルタル張り等による平坦な構造物基礎51上に、図15に示すように、平面四角形状の土台梁53を含む構造物本体52を構築する場合において、構造物基礎51上で土台梁53の四隅下側に合計4個の免震用剛体球支承10を配置するとともに、図15において土台梁53の両短辺中央部の下側に各々制振用弾性体球支承30を配置して免震構造物50を構成した例を示すものである。   That is, FIG. 14 and FIG. 15 show the structure in the case of constructing the structure main body 52 including the flat rectangular base beam 53 as shown in FIG. 15 on the flat structure foundation 51 made of mortar or the like. A total of four seismic isolation rigid ball bearings 10 are arranged on the foundation 51 below the four corners of the base beam 53, and in FIG. An example in which a ball bearing 30 is arranged to constitute a seismic isolation structure 50 is shown.

このような免震構造物50において、免震用剛体球支承10、制振用弾性体球支承30の設置の箇所、設置の個数は、土台梁53のサイズ、土台梁53を含む構造物本体52の荷重に応じて種々の態様を選定できることは勿論である。   In such a seismic isolation structure 50, the location and number of installations of the seismic isolation hard ball bearing 10 and the damping elastic ball bearing 30 are the size of the base beam 53, the structure main body including the base beam 53. Of course, various modes can be selected according to the load of 52.

また、免震用剛体球支承10と、図9に示す変形例の制振用弾性体球支承40とを組み合せた制振装置を備えた免震装置1を適用することも勿論可能である。   Further, it is of course possible to apply the seismic isolation device 1 having a vibration control device in which the seismic isolation hard ball bearing 10 and the vibration-damping elastic ball support 40 of the modification shown in FIG. 9 are combined.

本実施例に係る制振装置を備えた免震装置1を使用した免震構造物50によれば、既述したような制振装置を備えた免震装置1の免震用剛体球支承10と、制振用弾性体球支承30(又は制振用弾性体球支承40)との作用により、構造物本体52を一層安定して支持しつつ地震等による振動終了後の構造物本体52の自動原点復帰を確実に行うことができ、また、従来例のようなコイルバネ、ダンパー等を設けることなく、しかも、弾性体球29自体のクリープを食い止めつつ安定した摩擦抵抗力により地震等による振動を吸収することができ、優れた制振機能を有する免震構造物50とすることができる。   According to the seismic isolation structure 50 using the seismic isolation device 1 provided with the vibration damping device according to the present embodiment, the rigid ball bearing 10 for seismic isolation of the seismic isolation device 1 provided with the vibration damping device as described above. And the vibration-suppressing elastic ball support 30 (or the vibration-suppressing elastic ball support 40), while supporting the structure main body 52 more stably, the structure main body 52 after the vibration due to an earthquake or the like is finished. Automatic home return can be performed reliably, and without the coil spring, damper, etc. as in the conventional example, and vibration due to an earthquake or the like is generated by a stable friction resistance force while preventing creep of the elastic ball 29 itself. The seismic isolation structure 50 can be absorbed and has an excellent damping function.

本発明は、免震床、機器免震や木造家屋、鉄骨構造の建物、鉄筋コンクリート構造の建物等、各種構造物に広範に適用可能である。   The present invention is widely applicable to various structures such as seismic isolation floors, equipment isolations, wooden houses, steel structure buildings, reinforced concrete structures, and the like.

1 制振装置を備えた免震装置
10 免震用剛体球支承
11 下皿体
11A 下皿体
12 下皿基板
12a 円錐状面
12b 円錐状面
13 スペーサ板
14 ガード板
15 円形孔
16 止めネジ
21 上皿体
21A 上皿体
21a 平坦面
22 上皿基板
22a 円錐状面
23 スペーサ板
24 ガード板
25 円形孔
26 止めネジ
27 剛体球
29 弾性体球
30 制振用弾性体球支承
40 制振用弾性体球支承
50 免震構造物
51 構造物基礎
52 構造物本体
53 土台梁
DESCRIPTION OF SYMBOLS 1 Seismic isolation device provided with damping device 10 Seismic isolation rigid ball support 11 Lower plate body 11A Lower plate body 12 Lower plate board 12a Conical surface 12b Conical surface 13 Spacer plate 14 Guard plate 15 Circular hole 16 Set screw 21 Upper plate body 21A Upper plate body 21a Flat surface 22 Upper plate substrate 22a Conical surface 23 Spacer plate 24 Guard plate 25 Circular hole 26 Set screw 27 Hard sphere 29 Elastic body ball 30 Elastic body ball support for vibration control 40 Elasticity for vibration control Body ball support 50 Seismic isolation structure 51 Structure foundation 52 Structure body 53 Base beam

Claims (8)

振動入力側に配置される下皿体と、免震対象物側に配置される上皿体と、当該下皿体、上皿体間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、
振動入力側に配置される下皿体と、制振対象物側に配置される上皿体と、当該下皿体、上皿体間に配置されて前記免震用剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有する制振用弾性体球支承と、
の組み合わせからなることを特徴とする制振装置を備えた免震装置。
A base plate disposed on the vibration input side, an upper plate body disposed on the seismic isolation object side, and a rigid ball that rolls due to vibration disposed between the lower plate body and the upper plate body, for seismic isolation Hard ball bearings,
A lower plate body arranged on the vibration input side, an upper plate body arranged on the vibration suppression object side, and arranged between the lower plate body and the upper plate body and having a larger diameter than the seismic isolation hard sphere. An elastic ball for vibration suppression having an elastic ball that generates rolling frictional resistance by vibration;
A seismic isolation device equipped with a vibration control device characterized by comprising a combination of the above.
振動入力側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、免震対象物側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、当該両円錐状面の中央間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、
振動入力側に配置される上面を円錐状面とした下皿体と、制振対象物側に配置される下面を円錐状面とした上皿体と、当該両円錐状面の中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有する制振用弾性体球支承と、
の組み合わせからなることを特徴とする制振装置を備えた免震装置。
The upper plate disposed on the vibration input side has a conical surface, and the lower plate body provided with a circular guard on the outer peripheral portion of the conical surface, and the lower plate body disposed on the seismic isolation object side is the cone of the lower plate body. A conical surface having an angle different from that of the conical surface, and an upper plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and a rigid sphere that rolls due to vibration disposed between the centers of the conical surfaces. A hard ball bearing for seismic isolation;
A lower plate with a conical surface on the upper surface disposed on the vibration input side, an upper plate with a conical surface on the lower surface disposed on the object to be damped, and the center between the two conical surfaces An elastic sphere bearing for vibration suppression having an elastic sphere having a diameter larger than that of the rigid sphere and causing rolling friction resistance by vibration,
A seismic isolation device equipped with a vibration control device characterized by comprising a combination of the above.
振動入力側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、免震対象物側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、当該両円錐状面の中央間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、
振動入力側に配置される下皿体と、制振対象物側に配置される上皿体と、当該下皿体の上面、上皿体の下面の中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有し、前記下皿体の上面を円錐状面又は平坦面とし、前記上皿体の下面を平坦面又は円錐状面とした制振用弾性体球支承と、
の組み合わせからなることを特徴とする制振装置を備えた免震装置。
The upper plate disposed on the vibration input side has a conical surface, and the lower plate body provided with a circular guard on the outer peripheral portion of the conical surface, and the lower plate body disposed on the seismic isolation object side is the cone of the lower plate body. A conical surface having an angle different from that of the conical surface, and an upper plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and a rigid sphere that rolls due to vibration disposed between the centers of the conical surfaces. A hard ball bearing for seismic isolation;
A lower plate body arranged on the vibration input side, an upper plate body arranged on the vibration suppression object side, an upper surface of the lower plate body, and a center of the lower surface of the upper plate body, than the rigid ball An elastic sphere that has a large diameter and generates rolling frictional resistance by vibration. The upper surface of the lower plate body is a conical surface or a flat surface, and the lower surface of the upper plate body is a flat surface or a conical surface. A flexible elastic ball bearing,
A seismic isolation device equipped with a vibration control device characterized by comprising a combination of the above.
振動入力側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、免震対象物側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、当該両円錐状面の中央間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、
振動入力側に配置される下皿体と、制振対象物側に配置される上皿体と、当該下皿体の上面、上皿体の下面中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有し、前記下皿体の上面を前記剛体球支承の両円錐状面の角度の和の角度を有する円錐状面又は平坦面とし、前記上皿体の下面を平坦面又は前記剛体球支承の両円錐状面の角度の和の角度を有する円錐状面とした制振用弾性体球支承と、
の組み合わせからなることを特徴とする制振装置を備えた免震装置。
The upper plate disposed on the vibration input side has a conical surface, and the lower plate body provided with a circular guard on the outer peripheral portion of the conical surface, and the lower plate body disposed on the seismic isolation object side is the cone of the lower plate body. A conical surface having an angle different from that of the conical surface, and an upper plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and a rigid sphere that rolls due to vibration disposed between the centers of the conical surfaces. A hard ball bearing for seismic isolation;
A lower plate body arranged on the vibration input side, an upper plate body arranged on the vibration suppression object side, an upper surface of the lower plate body, and disposed between the lower center of the upper plate body and larger than the rigid sphere. An elastic body ball that generates rolling frictional resistance by vibration at a diameter, and the upper surface of the lower plate body is a conical surface or a flat surface having a sum of angles of both conical surfaces of the rigid ball support, An elastic ball bearing for vibration control, wherein the lower surface of the upper plate body is a flat surface or a conical surface having the sum of the angles of both conical surfaces of the rigid ball bearing;
A seismic isolation device equipped with a vibration control device characterized by comprising a combination of the above.
構造物基礎側に配置される下皿体と、構造物本体側に配置される上皿体と、当該下皿体、上皿体間に配置した振動により転がる剛体球と、を有する複数個の免震用剛体球支承と、
構造物基礎側に配置される下皿体と、構造物本体側に配置される上皿体と、当該下皿体、上皿体間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有する複数個の制振用弾性体球支承と、
により構成し、前記複数の免震用剛体球支承と、前記複数の制振用弾性体球支承とを前記構造物基礎、構造物本体間に分離配置したことを特徴とする制振装置付き免震構造物。
A plurality of lower plate bodies arranged on the structure foundation side, an upper plate body arranged on the structure main body side, and a rigid ball that rolls by vibration arranged between the lower plate body and the upper plate body. A hard ball bearing for seismic isolation;
A lower plate placed on the structure base side, an upper plate placed on the structure main body side, and placed between the lower plate and the upper plate and has a larger diameter than the rigid sphere and rolls by vibration. A plurality of vibration-suppressing elastic ball bearings having an elastic ball generating frictional resistance;
The plurality of seismic isolation hard ball bearings and the plurality of damping elastic ball bearings are separately arranged between the structure foundation and the structure main body. Seismic structure.
構造物基礎側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、構造物本体側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、両円錐状面の中央間に配置した振動により転がる剛体球と、を有する複数個の免震用剛体球支承と、
構造物基礎側に配置される上面を円錐状面とした下皿体と、構造物本体側に配置される下面を円錐状面とした上皿体と、当該両円錐状面の中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有する複数個の制振用弾性体球支承と、
により構成し、前記複数の免震用剛体球支承と、前記複数の制振用弾性体球支承とを前記構造物基礎、構造物本体間に分離配置したことを特徴とする制振装置付き免震構造物。
The upper surface disposed on the structure base side is a conical surface, and the lower plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and the lower surface disposed on the structure body side is the cone of the lower plate body. A conical surface having an angle different from that of the conical surface, and an upper plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and a rigid sphere that rolls by vibration disposed between the centers of both conical surfaces. Individual seismic isolation ball bearings,
Arranged between the lower plate with a conical surface on the upper surface disposed on the structure foundation side, an upper plate with a conical surface on the lower surface disposed on the structure main body, and the center of the two conical surfaces A plurality of vibration-suppressing elastic ball bearings having an elastic ball that has a diameter larger than that of the hard ball and generates rolling frictional resistance by vibration,
The plurality of seismic isolation hard ball bearings and the plurality of damping elastic ball bearings are separately arranged between the structure foundation and the structure main body. Seismic structure.
振動入力側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、免震対象物側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、両円錐状面の中央間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、
構造物基礎側に配置される下皿体と、構造物本体側に配置される上皿体と、当該下皿体の上面、上皿体の下面中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有し、前記下皿体の上面を円錐状面又は平坦面とし、前記上皿体の下面を平坦面又は円錐状面とした複数個の制振用弾性体球支承と、
により構成し、前記複数の免震用剛体球支承と、前記複数の制振用弾性体球支承とを前記構造物基礎、構造物本体間に分離配置したことを特徴とする制振装置付き免震構造物。
The upper plate disposed on the vibration input side has a conical surface, and the lower plate body provided with a circular guard on the outer peripheral portion of the conical surface, and the lower plate body disposed on the seismic isolation object side is the cone of the lower plate body. A conical surface having an angle different from that of the conical surface, and an upper plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and a rigid sphere that rolls due to vibration disposed between the centers of both conical surfaces. Seismic hard ball bearing,
A lower plate body arranged on the structure base side, an upper plate body arranged on the structure body side, an upper surface of the lower plate body, and arranged between the lower surface center of the upper plate body and larger than the rigid sphere. A plurality of elastic spheres that generate rolling frictional resistance due to vibration, the upper surface of the lower plate body being a conical surface or a flat surface, and the lower surface of the upper plate body being a flat surface or a conical surface Elastic ball support for vibration control of
The plurality of seismic isolation hard ball bearings and the plurality of damping elastic ball bearings are separately arranged between the structure foundation and the structure main body. Seismic structure.
振動入力側に配置される上面を円錐状面とし、この円錐状面の外周部に円形ガード部を設けた下皿体と、免震対象物側に配置される下面を前記下皿体の円錐状面と異なる角度の円錐状面とし、この円錐状面の外周部に円形ガード部を設けた上皿体と、両円錐状面の中央間に配置した振動により転がる剛体球と、を有する免震用剛体球支承と、
構造物基礎側に配置される下皿体と、構造物本体側に配置される上皿体と、当該下皿体の上面、上皿体の下面中央間に配置されて前記剛体球よりも大径で振動により転がり摩擦抵抗を生じる弾性体球と、を有し、前記下皿体の上面を前記剛体球支承の両円錐状面の角度の和の角度を有する円錐状面又は平坦面とし、前記上皿体の下面を平坦面又は前記剛体球支承の両円錐状面の角度の和の角度を有する円錐状面とした複数個の制振用弾性体球支承と、
により構成し、前記複数の免震用剛体球支承と、前記複数の制振用弾性体球支承とを前記構造物基礎、構造物本体間に分離配置したことを特徴とする制振装置付き免震構造物。
The upper plate disposed on the vibration input side has a conical surface, and the lower plate body provided with a circular guard on the outer peripheral portion of the conical surface, and the lower plate body disposed on the seismic isolation object side is the cone of the lower plate body. A conical surface having an angle different from that of the conical surface, and an upper plate body provided with a circular guard portion on the outer peripheral portion of the conical surface, and a rigid sphere that rolls due to vibration disposed between the centers of both conical surfaces. Seismic hard ball bearing,
A lower plate body arranged on the structure base side, an upper plate body arranged on the structure body side, an upper surface of the lower plate body, and arranged between the lower surface center of the upper plate body and larger than the rigid sphere. An elastic body ball that generates rolling frictional resistance by vibration at a diameter, and the upper surface of the lower plate body is a conical surface or a flat surface having a sum of angles of both conical surfaces of the rigid ball support, A plurality of vibration-suppressing elastic ball bearings in which the lower surface of the upper plate body is a flat surface or a conical surface having the sum of the angles of both conical surfaces of the rigid ball bearing;
The plurality of seismic isolation hard ball bearings and the plurality of damping elastic ball bearings are separately arranged between the structure foundation and the structure main body. Seismic structure.
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US8015760B2 (en) * 2005-02-14 2011-09-13 Zoltan Kemeny Seismic isolation access floor assembly
JP2015511687A (en) * 2012-03-01 2015-04-20 ワークセイフ テクノロジーズWorksafe Technologies Modular insulation system
CN114934974A (en) * 2022-05-13 2022-08-23 东莞理工学院 Large-amplitude horizontal two-degree-of-freedom vibration isolator

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JP2015511687A (en) * 2012-03-01 2015-04-20 ワークセイフ テクノロジーズWorksafe Technologies Modular insulation system
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CN114934974B (en) * 2022-05-13 2023-10-20 东莞理工学院 Large-amplitude horizontal two-degree-of-freedom vibration isolator

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