JP4736229B2 - Roller seismic isolation device - Google Patents

Roller seismic isolation device Download PDF

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Publication number
JP4736229B2
JP4736229B2 JP2001125973A JP2001125973A JP4736229B2 JP 4736229 B2 JP4736229 B2 JP 4736229B2 JP 2001125973 A JP2001125973 A JP 2001125973A JP 2001125973 A JP2001125973 A JP 2001125973A JP 4736229 B2 JP4736229 B2 JP 4736229B2
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Japan
Prior art keywords
roller
engagement member
seismic isolation
vertical
contact rolling
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JP2001125973A
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Japanese (ja)
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JP2002323089A (en
Inventor
勇司 舟山
澄夫 川口
昌己 持丸
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Oiles Corp
Okumura Corp
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Oiles Corp
Okumura Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、ローラ(転動体)を用いて、地震、交通振動等の振動を建築物等の構造物に伝達させないようにしたローラ免震装置に関する。
【0002】
【発明が解決しようとする課題】
ローラ免震装置は、通常、ローラと、このローラを間にして上下方向に関して互いに対面して配されていると共に当該ローラが接触して転動する上下接触転動面とを有していると共に、上接触転動面に付加される鉛直荷重をローラを介して支持するローラ支持機構を具備しており、下接触転動面が基礎等の地盤側に固定される一方、上接触転動面が建物等の構造物側に固定されて用いられ、例えば地震による地盤の横揺れに基づく下接触転動面の水平振動をローラの転動により上接触転動面に伝達しないようにして、而して構造物の免震を図るようにしたものである。
【0003】
斯かるローラ免震装置では、上下接触転動面間に配されたローラが所定方向に転動するように案内機構が設けられるのであるが、この案内機構の一つとして、ピニオン及びこのピニオンに噛合うラックをもって構成する場合には、ローラの転動方向に対する案内と共にローラの位置決めをも行い得て、きわめて好ましいのであるが、斯かるピニオンとラックとからなる案内機構では、ローラの転動が滑らかに行われるべく、所謂歯車の噛合い理論に基づいて設計された噛合い部が用いられる。
【0004】
ところで、上下接触転動面間に配されたローラは、上下接触転動面に対して略線接触するのであるが、斯かる線接触部位においては、支持する構造物荷重との関連でローラ及び上下接触転動面のうちの少なくとも一方に弾性変形、場合により塑性変形が生じて、上下接触転動面間距離、ローラの軸心位置等に変位が生じ得る場合がある。
【0005】
上下接触転動面間距離、ローラの軸心位置等に変位が生じると、これらが正規の位置をもつものとして設計されたピニオンとラックとの噛合い部においても変動が生じて、その噛合いが所謂歯車の噛合い理論に基づかなくなり、ピニオンがラックの歯にきつく噛みついて、ローラの転動が滑らかに行われなくなる虞がある。ローラ、上下接触転動面等の弾性変形、塑性変形を考慮してピニオンとラックとの噛合いを十分な隙間をもって予め緩くすると、ピニオンの歯がラックの歯に乗り上げたりして、結局、歯の折損等を惹起させたり、正確なローラの位置決めをも行い得なくなる虞がある。
【0006】
なお、上記のような問題は、ローラの大きな移動において上接触転動面に変形(撓み変形)が生じる場合にも生じ、更には、ピニオンとラックとの組合せの案内機構に限って生じるものではなく、ローラの位置決め機能をもたない直動体とこの直動体がローラの転動方向に関して摺動自在に噛合うレールとの組合せの案内機構でも生じ得るのである。
【0007】
本発明は、前記諸点に鑑みてなされたものであって、その目的とするところは、ローラ、上下接触転動面等の弾性変形、塑性変形、撓み変形が生じても、ローラの転動を滑らかに行わせることができるローラ免震装置を提供することにある。
【0008】
【課題を解決するための手段】
本発明の第一の態様のローラ免震装置は、ローラと、このローラを間にして上下方向に関して互いに対面して配されていると共に当該ローラが接触して転動する上下接触転動面と、この上下接触転動面間でのローラの転動方向を一定にするように案内する案内手段とを有していると共に、上接触転動面に付加される鉛直荷重をローラを介して支持するローラ支持機構を具備しており、ここで、案内手段は、ローラに連結された可動係合部材と、この可動係合部材が係合する固定係合部材と、上下接触転動面及びローラのうちの少なくとも一方の弾性変形、塑性変形又は撓み変形に起因して可動係合部材と固定係合部材との係合部位に生じる鉛直方向力の大きさに対応して弾性的に変形する弾性部材とを具備している。
【0009】
第一の態様のローラ免震装置では、ローラの転動方向を一定にするように案内する案内手段が上下接触転動面及びローラのうちの少なくとも一方の弾性変形、塑性変形又は撓み変形に起因して可動係合部材と固定係合部材との係合部位に生じる鉛直方向力の大きさに対応して弾性的に変形する弾性部材を具備しているために、仮に、上下接触転動面及びローラのうちの少なくとも一方に弾性変形、塑性変形又は撓み変形が生じて、可動係合部材と固定係合部材との係合部位に生じる鉛直方向力が大きくなっても、弾性部材が変形して可動係合部材に対して固定係合部材が逃げて係合部位での噛み付き等の現象をなくし得て、ローラの滑らかな転動を確保できる。
【0010】
本発明のローラ免震装置においは、その第二の態様のローラ免震装置のように、可動係合部材は、ローラに連結されたピニオンを具備しており、固定係合部材は、ピニオンに噛合うラックを具備していてもよく、斯かるピニオンとラックとを具備して案内手段を構成すると、ローラの転動を滑らかに行わせることができる上に、ローラを常に上下接触転動面の所定位置で転動させることができ、上下接触転動面に対してローラが初期設定位置からずれることがない。
【0011】
なお、案内手段は、可動係合部材としてローラに連結されたスライダと、固定係合部材としてスライダが直動自在に嵌合するレールとを具備して構成されていてもよい。
【0012】
本発明のローラ免震装置ではその第三の態様のローラ免震装置のように、ローラの転動方向が互いに直交するようにして複数のローラ支持機構を積層してなっていてもよく、斯かるローラ免震装置によれば、水平面内の全方向の振動に対して構造物を免震できる。
【0013】
本発明の好ましい例のローラ免震装置は、上下接触転動面と固定係合部材とを支持する基台を有しており、ここで、弾性部材は、基台と固定係合部材との間に配されており、弾性部材は、上下接触転動面及びローラのうちの少なくとも一方の変形に基づく可動係合部材の基台に対する相対的な鉛直方向の変位に対応して弾性的に変形するようになっている。
【0014】
また本発明の好ましい例のローラ免震装置では、上下接触転動面は平坦面からなっており、この場合には、免震動作後に下接触転動面に対して上接触転動面を原点位置に復帰させる原点復帰機構、例えば積層ゴム免震装置等を付加することが好ましいが、本発明は、これに限定されず上下接触転動面を凹面としてもよく、斯かる凹面からなる上下接触転動面間にローラを介在させると、免震動作後に下接触転動面に対して上接触転動面を原点位置に復帰させることができ、特に、原点復帰機構を必要としない。
【0015】
本発明に用いるローラは、上下接触転動面間当たりに少なくとも一個でよいが、複数個用いると大きな荷重を受けることができて好ましい。
【0016】
次に本発明及びその実施の形態を、図に示す好ましい例に基づいて更に詳細に説明する。なお、本発明はこれら例に何等限定されないのである。
【0017】
【発明の実施の形態】
図1から図3において、本例のローラ免震装置1は、下基台2と、中間基台3と、上基台4と、下基台2と中間基台3との間に、下基台2に対して中間基台3を水平面内において一つの方向、すなわちX方向に移動自在に支持するローラ支持機構5と、中間基台3と上基台4との間に、中間基台3に対して上基台4を水平面内において他の一つの方向、すなわちX方向に直交するY方向に移動自在に支持するローラ支持機構5aとを具備している。
【0018】
下基台2は、その下面10でアンカーボルト11により基礎12に固定されており、下基台2の上面13には、ボルト14及び取付金具15により平坦な上面を有した鋼板16が固着されており、中間基台3は、下基台2と上基台4との間にX及びY方向に可動に配されており、中間基台3の下面17には、鋼板16と同様に、ボルト18及び取付金具19により平坦な下面を有した鋼板20が固着されており、中間基台3の上面21には、同じく鋼板16と同様に、ボルト22及び取付金具23により平坦な上面を有した鋼板24が固着されており、上基台4の上面25には、構造物としてのビル等の建物26が載置されてボルト27により固定されており、上基台4の下面28には、同じく鋼板16と同様に、ボルト29及び取付金具30により平坦な下面を有した鋼板31が固着されている。
【0019】
ローラ支持機構5に対して上に積層されたローラ支持機構5aでは、ローラ支持機構5の下基台2及び中間基台3の夫々に相当するものが中間基台3及び上基台4となり、ローラ41aの転動方向Yがローラ支持機構5のローラ41の転動方向Xに対して直交するようになっている以外は、ローラ支持機構5と実質的に同様に構成されているので、以下、ローラ支持機構5について詳細に説明し、ローラ支持機構5aついては、対応する構成について同じ数字符号にaを付して必要に応じて説明する。
【0020】
ローラ支持機構5は、一対のローラ41と、ローラ41を間にして上下方向に関して互いに対面して配されていると共に当該ローラ41が接触してX方向に転動する平坦な上下接触転動面42及び43と、上下接触転動面42及び43間でのローラ41の転動方向Xを一定にするように案内する案内手段44とを有して、上接触転動面42に付加される鉛直方向Zの荷重、すなわち鉛直荷重をローラ41を介して支持するようになっている。
【0021】
Y方向に長く伸びる一対の円柱状のローラ41は、その両端で互いに後述の連結板51により連結されており、下接触転動面43は、鋼板16の平坦な上面からなり、上接触転動面42は、鋼板20の平坦な下面からなる。
【0022】
案内手段44は、ローラ41の夫々の両端に連結された可動係合部材としてのピニオン52と、ピニオン52が噛合って係合する固定係合部材としてのラック53及び54と、ピニオン52と当該ピニオン52に噛合う歯を有したラック53及び54との係合部位である噛合い部位62及び63に生じる鉛直方向力(荷重方向又は鉛直方向)、すなわちZ方向の鉛直荷重の大きさに対応して弾性的に変形するゴム板等からなる弾性部材55及び56とを具備している。
【0023】
各ピニオン52は、本例ではローラ41の一端に固着されて連結されているが、これに代えて、ローラ41の回転と独立に回転できるように、ローラ41の一端に軸心64を中心としてR方向に回転自在となるように軸を介して連結されていてもよい。
【0024】
連結板51は、軸57を介してピニオン52に相対的に回転自在に取付けられており、連結板51により一対のローラ41間の間隔が一定になるように保持されている。
【0025】
X方向に長く伸びて、鋼板16のY方向の両端に配されたラック53及び弾性部材55は、ねじ58及び取付具59により下基台2の上面13に固着されており、同じくX方向に長く伸びて、鋼板20のY方向の両端に配されたラック54及び弾性部材56は、ねじ60及び取付具61により中間基台3の下面17に固着されている。
【0026】
以上のローラ支持機構5及び5aを有したローラ免震装置1では、地震が生じて基礎12が例えばY方向に振動すると、ローラ41aが上下接触転動面42a及び43aに接触してY方向に転動して、図4に示すように、建物26を載置した上基台4が基礎12に対して相対的にY方向に移動されて、地震振動が建物26に伝達しないようにして免震を行う。地震による基礎12のX方向の振動でも、同様であって、中間基台3が基礎12に対して相対的にX方向に移動されて、地震振動が中間基台3を介して建物26に伝達しないようにして免震を行う。
【0027】
そしてローラ免震装置1では、ローラ41が上下接触転動面42及び43に接触してX方向に転動する際には、ピニオン52もラック53及び54に噛合いながらX方向に転動する結果、ローラ41の転動方向Xに対する案内がなされると共に、ローラ41を常に上下接触転動面42及び43の所定位置で転動させることができ、上下接触転動面42及び43に対してローラ41が初期設定位置からずれることがない。
【0028】
加えて、ローラ免震装置1では、ローラ41の転動方向Xを一定にするように案内する案内手段44がピニオン52とラック53及び54との噛合い部位62及び63に生じる鉛直方向力の大きさに対応して弾性的に変形する弾性部材55及び56を具備しているために、仮に、上下接触転動面42及び43並びにローラ41のうちの少なくとも一方に弾性変形、塑性変形が生じて又はローラ41のX方向の大きな移動において中間基台3に変形(撓み変形)が生じて、ピニオン52とラック53及び54との噛合い部位62及び63に生じる鉛直方向力が大きくなっても、弾性部材55及び56が厚みが小さくなるように弾性的に変形してピニオン52に対してラック53及び54が逃げて噛合い部位62及び63での噛み付き等の現象をなくし得て、ローラ41のX方向の転動を滑らかに行わせることができる。
【0029】
上記の例では、弾性部材55及び56の夫々を下基台2の上面13及び中間基台3の下面17に接触させて、弾性部材55の上面にラック53を、弾性部材56の下面にラック54を夫々設けたが、これに代えて、図5に示すように下基台2の上面13及び中間基台3の下面17に、鋼板71及び72を接触して設け、鋼板71及び72の夫々とラック53及び54の夫々との間にゴム板等からなる弾性部材55及び56を介在させて案内手段44を具体化してもよい。
【0030】
また、下基台2の上面13及び中間基台3の下面17とラック53及び54との間に介在させる弾性部材55及び56は、一枚に限らず複数枚でもよく、この場合には、弾性係数が互いに異なる弾性部材を用いてもよい。
【0031】
更に上記の例では、案内手段44を、ピニオン52とラック53及び54とを用いて具体化したが、これに代えて又はこれと共に、図6に示すように、可動係合部材としてローラ41に連結されたスライダ81と、固定係合部材としてスライダ81がX方向に直動自在に嵌合するレール82及び83とを具備して構成してもよく、この場合にも、下基台2の上面13及び中間基台3の下面17とレール82及び83との間に弾性部材55及び56を介在させるとよい。
【0032】
【発明の効果】
本発明によれば、ローラ、上下接触転動面等の弾性変形、塑性変形、撓み変形が生じても、ローラの転動を滑らかに行わせることができるローラ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】本発明の実施の形態の好ましい一例の正面説明図である。
【図2】図1に示す例の一部の平面説明図である。
【図3】図1に示す例の一部拡大説明図である。
【図4】図1に示す例の動作説明図である。
【図5】本発明の実施の形態の好ましい他の例の一部拡大正面説明図である。
【図6】本発明の実施の形態の好ましい更に他の例の一部拡大正面説明図である。
【符号の説明】
1 ローラ免震装置
5 ローラ支持機構
41 ローラ
42 上接触転動面
43 下接触転動面
44 案内手段
52 ピニオン
53、54 ラック
55、56 弾性部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a roller seismic isolation device that uses a roller (rolling element) to prevent vibrations such as earthquakes and traffic vibrations from being transmitted to structures such as buildings.
[0002]
[Problems to be solved by the invention]
The roller seismic isolation device usually has a roller and a vertical contact rolling surface that is arranged to face each other in the vertical direction with the roller in between, and that the roller contacts and rolls. And a roller support mechanism for supporting a vertical load applied to the upper contact rolling surface via a roller, while the lower contact rolling surface is fixed to the ground side of the foundation or the like, while the upper contact rolling surface Is used by being fixed to the structure side such as a building.For example, the horizontal vibration of the lower contact rolling surface due to the rolling of the ground due to an earthquake is not transmitted to the upper contact rolling surface by rolling of the roller. In this way, the structure is designed to be seismically isolated.
[0003]
In such a roller seismic isolation device, a guide mechanism is provided so that a roller disposed between the upper and lower contact rolling surfaces rolls in a predetermined direction. As one of the guide mechanisms, a pinion and this pinion are provided. In the case where the racks are meshed with each other, it is possible to position the rollers as well as guide the rollers in the rolling direction, which is very preferable. However, in such a guide mechanism composed of a pinion and a rack, the rollers can roll. In order to carry out smoothly, the meshing part designed based on the so-called gear meshing theory is used.
[0004]
By the way, the rollers disposed between the upper and lower contact rolling surfaces are in substantially line contact with the upper and lower contact rolling surfaces. However, in such a line contact portion, the rollers and In some cases, at least one of the upper and lower contact rolling surfaces is elastically deformed, and sometimes plastically deformed, and the distance between the upper and lower contact rolling surfaces, the axial center position of the roller, and the like may be displaced.
[0005]
When displacement occurs in the distance between the upper and lower contact rolling surfaces, the axial center position of the roller, etc., fluctuations occur in the meshing part of the pinion and the rack that are designed to have regular positions. However, it is not based on the so-called gear meshing theory, and the pinion is tightly meshed with the teeth of the rack, so that there is a possibility that the roller does not roll smoothly. If the pinion and the rack are loosened in advance with a sufficient clearance in consideration of elastic deformation and plastic deformation of the rollers, upper and lower contact rolling surfaces, etc., the teeth of the pinion ride on the teeth of the rack. There is a possibility that it will not be possible to cause breakage of the roller or to accurately position the roller.
[0006]
The above-mentioned problem also occurs when the upper contact rolling surface is deformed (flexible deformation) due to the large movement of the roller, and is not limited to the guide mechanism of the combination of the pinion and the rack. The guide mechanism may be a combination of a linear motion body having no roller positioning function and a rail in which the linear motion body is slidably engaged in the rolling direction of the roller.
[0007]
The present invention has been made in view of the above-described points, and the object of the present invention is to roll the roller even if elastic deformation, plastic deformation, or bending deformation of the roller, the upper and lower contact rolling surfaces occur. An object of the present invention is to provide a roller seismic isolation device that can perform smoothly.
[0008]
[Means for Solving the Problems]
The roller seismic isolation device according to the first aspect of the present invention includes a roller, a vertical contact rolling surface that is arranged to face each other in the vertical direction with the roller interposed therebetween, and that the roller contacts and rolls. And a guide means for guiding the rolling direction of the roller between the upper and lower contact rolling surfaces to be constant, and supports a vertical load applied to the upper contact rolling surface via the roller. The guide means includes a movable engagement member coupled to the roller, a fixed engagement member engaged with the movable engagement member, a vertical contact rolling surface, and a roller. Elasticity that elastically deforms in accordance with the magnitude of the vertical force generated at the engagement portion between the movable engagement member and the fixed engagement member due to elastic deformation, plastic deformation, or flexural deformation of at least one of Member.
[0009]
In the roller seismic isolation device according to the first aspect, the guide means for guiding the roller in a constant rolling direction is caused by elastic deformation, plastic deformation, or bending deformation of at least one of the upper and lower contact rolling surfaces and the roller. Since the elastic member is elastically deformed corresponding to the magnitude of the vertical force generated at the engagement portion between the movable engagement member and the fixed engagement member, it is assumed that the upper and lower contact rolling surfaces are Even if at least one of the roller and the roller is elastically deformed, plastically deformed, or bent, and the vertical force generated at the engagement portion between the movable engaging member and the fixed engaging member is increased, the elastic member is deformed. Thus, the fixed engagement member escapes from the movable engagement member, and the phenomenon such as the biting at the engagement portion can be eliminated, and the smooth rolling of the roller can be ensured.
[0010]
In the roller seismic isolation device of the present invention, like the roller seismic isolation device of the second aspect, the movable engagement member has a pinion connected to the roller, and the fixed engagement member is a pinion. A meshing rack may be provided, and if such a pinion and a rack are provided to constitute the guide means, the roller can be smoothly rolled, and the roller is always in contact with the vertical contact rolling surface. And the roller does not deviate from the initial setting position with respect to the vertical contact rolling surface.
[0011]
The guide means may include a slider connected to the roller as a movable engagement member, and a rail as a fixed engagement member on which the slider is fitted so as to be freely movable.
[0012]
In the roller seismic isolation device of the present invention, as in the roller seismic isolation device of the third aspect, a plurality of roller support mechanisms may be laminated so that the rolling directions of the rollers are perpendicular to each other. According to such a roller isolator, the structure can be isolated from vibrations in all directions in a horizontal plane.
[0013]
The roller seismic isolation device of a preferred example of the present invention has a base that supports the upper and lower contact rolling surfaces and the fixed engagement member, wherein the elastic member includes a base and a fixed engagement member. The elastic member is elastically deformed corresponding to the displacement in the vertical direction relative to the base of the movable engagement member based on deformation of at least one of the upper and lower contact rolling surfaces and the roller. It is supposed to be.
[0014]
In the preferred embodiment of the roller seismic isolation device according to the present invention, the upper and lower contact rolling surfaces are flat surfaces. In this case, the upper contact rolling surface is defined as the origin with respect to the lower contact rolling surface after the seismic isolation operation. It is preferable to add an origin return mechanism for returning to a position, such as a laminated rubber seismic isolation device, but the present invention is not limited to this, and the vertical contact rolling surface may be a concave surface, and the vertical contact made of such a concave surface When a roller is interposed between the rolling surfaces, the upper contact rolling surface can be returned to the origin position with respect to the lower contact rolling surface after the seismic isolation operation, and in particular, no origin returning mechanism is required.
[0015]
The number of rollers used in the present invention may be at least one for each of the upper and lower contact rolling surfaces. However, the use of a plurality of rollers is preferable because a large load can be received.
[0016]
Next, the present invention and its embodiments will be described in more detail based on preferred examples shown in the drawings. The present invention is not limited to these examples.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
In FIG. 1 to FIG. 3, the roller seismic isolation device 1 of this example includes a lower base 2, an intermediate base 3, an upper base 4, and a lower base 2 and an intermediate base 3. Between the intermediate base 3 and the upper base 4, the intermediate base 3 is supported by a roller support mechanism 5 that supports the intermediate base 3 movably in one direction, that is, in the X direction. 3 is provided with a roller support mechanism 5a for supporting the upper base 4 movably in another direction in the horizontal plane, that is, in the Y direction orthogonal to the X direction.
[0018]
The lower base 2 is fixed to the base 12 by anchor bolts 11 at the lower surface 10, and a steel plate 16 having a flat upper surface is fixed to the upper surface 13 of the lower base 2 by bolts 14 and mounting brackets 15. The intermediate base 3 is movably disposed in the X and Y directions between the lower base 2 and the upper base 4, and the lower surface 17 of the intermediate base 3 is similar to the steel plate 16, A steel plate 20 having a flat lower surface is fixed by a bolt 18 and a mounting bracket 19, and the upper surface 21 of the intermediate base 3 has a flat upper surface by a bolt 22 and a mounting bracket 23, similarly to the steel plate 16. A steel plate 24 is fixed, and a building 26 such as a building is placed on the upper surface 25 of the upper base 4 and fixed by bolts 27. Similarly to the steel plate 16, the bolt 29 and the mounting bracket 3 It is fixed steel plate 31 having a flat lower surface by.
[0019]
In the roller support mechanism 5a stacked above the roller support mechanism 5, the lower base 2 and the intermediate base 3 corresponding to the roller support mechanism 5 are the intermediate base 3 and the upper base 4, respectively. Since the rolling direction Y of the roller 41a is configured to be substantially the same as that of the roller supporting mechanism 5 except that the rolling direction Y of the roller supporting mechanism 5 is orthogonal to the rolling direction X of the roller 41, the following The roller support mechanism 5 will be described in detail, and the roller support mechanism 5a will be described as necessary by adding “a” to the same reference numeral for the corresponding configuration.
[0020]
The roller support mechanism 5 is provided with a pair of rollers 41 and a flat vertical contact rolling surface that is arranged to face each other in the vertical direction with the roller 41 interposed therebetween and that the roller 41 contacts and rolls in the X direction. 42 and 43 and a guide means 44 for guiding the rolling direction X of the roller 41 between the upper and lower contact rolling surfaces 42 and 43 to be constant, and is added to the upper contact rolling surface 42. The load in the vertical direction Z, that is, the vertical load is supported via the roller 41.
[0021]
A pair of cylindrical rollers 41 extending long in the Y direction are connected to each other by connecting plates 51 to be described later, and the lower contact rolling surface 43 is formed of a flat upper surface of the steel plate 16 and is an upper contact rolling. The surface 42 is a flat lower surface of the steel plate 20.
[0022]
The guide means 44 includes a pinion 52 as a movable engagement member connected to both ends of the roller 41, racks 53 and 54 as fixed engagement members engaged with and engaged with the pinion 52, Corresponds to the vertical force (load direction or vertical direction) generated in the meshing portions 62 and 63 that are the engagement portions with the racks 53 and 54 having teeth meshing with the pinion 52, that is, the magnitude of the vertical load in the Z direction. And elastic members 55 and 56 made of elastically deformed rubber plates or the like.
[0023]
Each pinion 52 is fixedly connected to one end of the roller 41 in this example, but instead, the pinion 52 is centered on one end of the roller 41 so that it can rotate independently of the rotation of the roller 41. It may be connected via a shaft so as to be rotatable in the R direction.
[0024]
The connecting plate 51 is rotatably attached to the pinion 52 via a shaft 57 and is held by the connecting plate 51 so that the distance between the pair of rollers 41 is constant.
[0025]
The rack 53 and the elastic member 55 that extend long in the X direction and are arranged at both ends in the Y direction of the steel plate 16 are fixed to the upper surface 13 of the lower base 2 by screws 58 and fixtures 59, and are also in the X direction. The racks 54 and the elastic members 56 that extend long and are arranged at both ends in the Y direction of the steel plate 20 are fixed to the lower surface 17 of the intermediate base 3 by screws 60 and fixtures 61.
[0026]
In the roller seismic isolation device 1 having the roller support mechanisms 5 and 5a described above, when an earthquake occurs and the foundation 12 vibrates in the Y direction, for example, the roller 41a contacts the upper and lower contact rolling surfaces 42a and 43a in the Y direction. As shown in FIG. 4, the upper base 4 on which the building 26 is placed is moved in the Y direction relative to the foundation 12, so that seismic vibrations are not transmitted to the building 26. Do a tremor. The same applies to the vibration in the X direction of the foundation 12 caused by an earthquake. The intermediate base 3 is moved in the X direction relative to the foundation 12 and the earthquake vibration is transmitted to the building 26 through the intermediate base 3. Do not do seismic isolation.
[0027]
In the roller seismic isolation device 1, when the roller 41 contacts the vertical contact rolling surfaces 42 and 43 and rolls in the X direction, the pinion 52 also rolls in the X direction while meshing with the racks 53 and 54. As a result, the roller 41 is guided in the rolling direction X, and the roller 41 can always roll at a predetermined position on the upper and lower contact rolling surfaces 42 and 43. The roller 41 does not deviate from the initial setting position.
[0028]
In addition, in the roller seismic isolation device 1, the guide means 44 that guides the roller 41 so as to make the rolling direction X constant has a vertical force generated at the meshing portions 62 and 63 between the pinion 52 and the racks 53 and 54. Since the elastic members 55 and 56 that elastically deform in accordance with the size are provided, at least one of the upper and lower contact rolling surfaces 42 and 43 and the roller 41 is elastically deformed and plastically deformed. Even if the roller 41 is greatly moved in the X direction, the intermediate base 3 is deformed (bending deformation), and the vertical force generated at the meshing portions 62 and 63 between the pinion 52 and the racks 53 and 54 increases. Then, the elastic members 55 and 56 are elastically deformed so that the thickness is reduced, and the racks 53 and 54 escape from the pinion 52 to cause a phenomenon such as the engagement at the engagement portions 62 and 63. Obtained comb can be smoothly performed rolling of the X direction of the roller 41.
[0029]
In the above example, the elastic members 55 and 56 are brought into contact with the upper surface 13 of the lower base 2 and the lower surface 17 of the intermediate base 3, and the rack 53 is placed on the upper surface of the elastic member 55 and the rack is placed on the lower surface of the elastic member 56. 54, but instead of this, as shown in FIG. 5, steel plates 71 and 72 are provided in contact with the upper surface 13 of the lower base 2 and the lower surface 17 of the intermediate base 3, and the steel plates 71 and 72 The guide means 44 may be embodied by interposing elastic members 55 and 56 made of rubber plates or the like between the racks 53 and 54, respectively.
[0030]
Further, the elastic members 55 and 56 interposed between the upper surface 13 of the lower base 2 and the lower surface 17 of the intermediate base 3 and the racks 53 and 54 are not limited to one, and a plurality of elastic members may be used. Elastic members having different elastic coefficients may be used.
[0031]
Further, in the above example, the guide means 44 is embodied by using the pinion 52 and the racks 53 and 54. However, instead of or together with this, as shown in FIG. The slider 81 connected and the rails 82 and 83 on which the slider 81 is fitted so as to be movable in the X direction as a fixed engagement member may be provided. The elastic members 55 and 56 may be interposed between the upper surface 13 and the lower surface 17 of the intermediate base 3 and the rails 82 and 83.
[0032]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, even if elastic deformation, plastic deformation, and bending deformation of a roller, an up-and-down contact rolling surface, etc. arise, the roller seismic isolation device which can make a roller roll smoothly can be provided. .
[Brief description of the drawings]
FIG. 1 is an explanatory front view of a preferred example of an embodiment of the present invention.
2 is an explanatory plan view of a part of the example shown in FIG. 1; FIG.
FIG. 3 is a partially enlarged explanatory view of the example shown in FIG. 1;
4 is an operation explanatory diagram of the example shown in FIG. 1. FIG.
FIG. 5 is a partially enlarged front explanatory view of another preferred example of an embodiment of the present invention.
FIG. 6 is a partially enlarged front explanatory view of still another preferred example of an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Roller seismic isolation device 5 Roller support mechanism 41 Roller 42 Upper contact rolling surface 43 Lower contact rolling surface 44 Guide means 52 Pinion 53, 54 Rack 55, 56 Elastic member

Claims (3)

ローラと、このローラを間にして上下方向に関して互いに対面して配されていると共に当該ローラが接触して転動する上下接触転動面と、この上下接触転動面間でのローラの転動方向を一定にするように案内する案内手段とを有していると共に、上接触転動面に付加される鉛直荷重をローラを介して支持するローラ支持機構を具備しており、案内手段は、ローラの各端に連結された可動係合部材と、この可動係合部材の夫々が係合する固定係合部材と、上下接触転動面及びローラのうちの少なくとも一方の弾性変形、塑性変形又は撓み変形に起因して可動係合部材の夫々と固定係合部材の夫々との係合部位に生じる鉛直方向力の大きさに対応して弾性的に変形する弾性部材とを具備しており、各弾性部材は、可動係合部材と固定係合部材との係合部位に生じる鉛直方向力を固定係合部材を介して受容して当該鉛直方向の大きさに対応して弾性的に変形するように、ローラの端においてローラの転動方向に沿って設けられているローラ免震装置。A roller, a vertical contact rolling surface that is arranged to face each other in the vertical direction with this roller in between, and that the roller contacts and rolls, and the roller rolling between the vertical contact rolling surface A guide unit that guides the direction to be constant, and a roller support mechanism that supports a vertical load applied to the upper contact rolling surface via a roller. a movable engagement member connected to each end of the roller, the fixed engagement members respectively of the movable engaging member is engaged, at least one of the elastic deformation of the upper and lower contact rolling surface and the rollers, the plastic deformation or due to the flexural deformation and provided with an elastic member in response to the magnitude of the vertical force occurring in the engagement portion between each of the fixed engagement member and the respective movable engaging member elastically deformed, Each elastic member includes a movable engagement member and a fixed engagement member. It is provided along the rolling direction of the roller at the end of the roller so as to receive the vertical force generated at the joint portion via the fixed engagement member and to elastically deform corresponding to the size in the vertical direction. in which roller seismic isolation system. 可動係合部材は、ローラの各端に連結されたピニオンを具備しており、固定係合部材は、ピニオンに噛合うラックを具備している請求項1に記載のローラ免震装置。The roller seismic isolation device according to claim 1, wherein the movable engagement member includes a pinion connected to each end of the roller , and the fixed engagement member includes a rack that meshes with the pinion. ローラの転動方向が互いに直交するようにして複数のローラ支持機構を積層してなる請求項1又は2に記載のローラ免震装置。  The roller seismic isolation device according to claim 1 or 2, wherein a plurality of roller support mechanisms are laminated so that the rolling directions of the rollers are orthogonal to each other.
JP2001125973A 2001-04-24 2001-04-24 Roller seismic isolation device Expired - Lifetime JP4736229B2 (en)

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KR100828598B1 (en) * 2006-08-09 2008-05-09 현대자동차주식회사 A 7 speed power train of an automatic transmission
JP6398355B2 (en) * 2014-06-16 2018-10-03 株式会社大林組 Rolling bearing device, bearing structure, seismic isolation structure, vibration control structure
CN111855172B (en) * 2020-07-03 2022-03-29 河北科技大学 Lateral supporting device for structural test

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09184542A (en) * 1995-12-28 1997-07-15 Fujikura Ltd Base isolation device
JP2000120776A (en) * 1998-10-19 2000-04-25 Okumura Corp Floating preventing device in base isolating device for structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09184542A (en) * 1995-12-28 1997-07-15 Fujikura Ltd Base isolation device
JP2000120776A (en) * 1998-10-19 2000-04-25 Okumura Corp Floating preventing device in base isolating device for structure

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