JPH03343A - Vibration excluding device - Google Patents

Vibration excluding device

Info

Publication number
JPH03343A
JPH03343A JP13185089A JP13185089A JPH03343A JP H03343 A JPH03343 A JP H03343A JP 13185089 A JP13185089 A JP 13185089A JP 13185089 A JP13185089 A JP 13185089A JP H03343 A JPH03343 A JP H03343A
Authority
JP
Japan
Prior art keywords
regulating
cylindrical body
seismic isolation
elastic
base plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP13185089A
Other languages
Japanese (ja)
Other versions
JPH0646059B2 (en
Inventor
Isao Hayashi
林 功生
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP13185089A priority Critical patent/JPH0646059B2/en
Publication of JPH03343A publication Critical patent/JPH03343A/en
Publication of JPH0646059B2 publication Critical patent/JPH0646059B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Floor Finish (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To impart high vibration excluding effect in both horizontal and vertical directions to a subject to exclude vibration by connecting a regulating cylinder body to the inner surface of either a base plate or an upper plate in such a manner as to be capable of sliding, and protruding an elastic column on the inner surface of the other in such a manner that the regulating minor diameter part on its top end is inserted into the cylinder body. CONSTITUTION:In the case of a comparatively small earthquake having horizontal vibration as the main component, the lower surface of an upper plate 9 and the upper surface of the plastic plate 6 of an elastic table 4 are relatively freely slid according to the oscillation transmitted to a floor bed 14, and the regulating minor diameter part 12 of an elastic column 11 is also relatively freely moved in the inside of a regulating cylinder body 7 and hardly regulated thereby. Thus, almost perfect vibration excluding effect can be obtained in the oscillation of this degree. When the oscillation is increased, and the minor diameter part 12 is made into contact with the inner circumference of the cylinder body 7 by the movement, the cylinder body 7 is also radially slid on the circular plane part 2 of the base plate 1 together with the minor diameter part 12 against coil springs 8.... Thus, when the oscillation exceeds the diameter of the cylinder body 7, the cylinder can be slid up to its movable range while being regulated by the springs 8.

Description

【発明の詳細な説明】 [産業上の利用分野コ 本発明は、各種建築物の基礎や建築物内の床あるいは各
種の装置類又は物品類を、地震その他の振動から保護し
つつ支持する免震装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to an insulation system that supports foundations of various buildings, floors within buildings, and various devices or articles while protecting them from earthquakes and other vibrations. It concerns a seismic device.

[従来の技術] 従来免震装置としては、床を支えるものは、基本的に、
板材の下部に脚を構成し、これらの脚の下端にゴム類を
取付けた構成のそれが提案されている。
[Conventional technology] Conventional seismic isolation devices basically support the floor by
It has been proposed that legs are formed at the bottom of a plate and rubber is attached to the lower ends of these legs.

またビルディング等の免震装置としては、基礎と構造物
の間に積層ゴムで構成した弾性材を配置したものがある
Furthermore, as a seismic isolation device for a building or the like, there is one in which an elastic material made of laminated rubber is placed between the foundation and the structure.

基礎そのものを支える免震装置は提案されていない。No seismic isolation device is proposed to support the foundation itself.

[発明が解決しようとする課題] 前者は、床と一体になったもので、自由に様々な対象の
免震のために用いることは出来ない。更に機構上、水平
方向及び垂直方向のいずれに対しても免震作用が充分な
ものとはいい難い。
[Problems to be solved by the invention] The former is integrated with the floor and cannot be freely used for seismic isolation of various objects. Furthermore, mechanically, it cannot be said that the seismic isolation effect is sufficient in both the horizontal and vertical directions.

また後者も同様に種々の対象に自由に応用できるもので
はないし、免震作用は充分ではない。
Similarly, the latter cannot be freely applied to various objects, and the seismic isolation effect is not sufficient.

本発明は、建築物の床の他、建築物の基礎そのものの支
持、あるいはその他の各種物品又は装置類等の様々な要
免震対象に、容易に、これを支持しつつ水平方向及び垂
直方向のいずれに対しても高度な免震作用を与え得る装
置を提供することを目的とする。
The present invention can easily support various seismically isolated objects such as the floor of a building, the foundation of the building itself, or other various articles or devices, while supporting it in horizontal and vertical directions. The purpose of the present invention is to provide a device that can provide a high degree of seismic isolation to any of the following.

[課題を解決するための手段] 本発明の構成の要旨とするところは、 ベース板と上板とを対面状態に配置し、上記ベース板又
は上板の一方の内面に、規制円筒体をその一端でスライ
ド自在に接合し、他方の内面に、先端の規制小径部が上
記規制円筒体の内側に挿入されるように弾性柱を突設し
、更に上記規制円筒体の外周と、これより大径の同心円
上に位置する部材との間に、上記規制円筒体の放射方向
へのスライド移動を許容しつつ位置保持するバネ部材を
配し、 かつ上記規制円筒体をスライド自在に接合したと記ベー
ス板又は上板の内面に弾性台を突設し、上記弾性台の台
面を、上記規制円筒体を接合しないベース板又は上板の
内面にスライド自在に接合させた免震装置である。
[Means for Solving the Problems] The gist of the configuration of the present invention is that a base plate and an upper plate are arranged facing each other, and a regulating cylindrical body is provided on the inner surface of one of the base plate or the upper plate. They are slidably joined at one end, and an elastic column is provided on the inner surface of the other side so as to protrude so that the small-diameter regulating portion at the tip is inserted inside the regulating cylindrical body, and the outer circumference of the regulating cylindrical body and the larger diameter A spring member is disposed between a member located on a concentric circle of the diameter and holds the regulating cylinder in position while allowing the regulating cylinder to slide in the radial direction, and the regulating cylinder is slidably joined. This is a seismic isolation device in which an elastic table is provided protruding from the inner surface of the base plate or the upper plate, and the table surface of the elastic table is slidably joined to the inner surface of the base plate or the upper plate to which the regulating cylinder is not connected.

上記上板は、これに免震対象を接合する等により、この
免震装置を免震対象に結合する手段である。上記免震対
象としては、各種建築物の基礎や建築物内の床あるいは
各種の装置類又は物品を挙げることができる。更に装置
類又は物品としてはコンピュータ等がある。
The upper plate is a means for connecting the seismic isolation device to the seismically isolated object, such as by joining the seismically isolated object to it. The seismic isolation targets include foundations of various buildings, floors within buildings, and various devices or articles. Furthermore, the devices or articles include computers and the like.

上記ベース板は、免震対象を支持するための基礎的部分
に固定するための板状部材である。例えば、床を支持す
る場合は床下地上に配設し、コンピュータのような装置
類を支持する場合は床上に配設し、更に建築物の基礎を
支持する場合は、その下方の地盤上に構成して上記基礎
を支持する基盤となる構造上に、各々配設する板状部材
である。上記ベース板は、いずれにしても免震対象を支
える免震装置の基盤となる構成のことである。
The base plate is a plate-like member that is fixed to a basic part for supporting the seismically isolated object. For example, when supporting a floor, it is placed on the subfloor, when supporting equipment such as a computer it is placed on the floor, and when supporting the foundation of a building, it is placed on the ground below it. These are plate-like members each disposed on a structure that serves as a base that supports the above-mentioned foundation. In any case, the above-mentioned base plate is a structure that serves as the base of a seismic isolation device that supports the seismically isolated object.

上記規制円筒体は、上記のように、ベース板又は上板の
内面にスライド自在に配設するもので、−個の円筒体で
構成しても、複数の径の異なる円筒体により複数重構造
に構成しても良い。
As mentioned above, the regulating cylinder is slidably disposed on the inner surface of the base plate or the upper plate, and even if it is composed of - cylinders, it can be constructed in multiple layers by a plurality of cylinders with different diameters. It may be configured as follows.

上記規制円筒体は、その一端に、各々上記ベース板又は
上板の一方の内面とスライド自在に接合する鍔部を構成
し、他端には上記弾性柱の規制小径部の周囲に位置する
肩部とスライド自在に接合することのある鍔部を構成す
るのが好ましい。
The regulating cylindrical body has a flange portion slidably connected to the inner surface of one of the base plate or the upper plate at one end thereof, and a shoulder portion located around the regulating small diameter portion of the elastic column at the other end. It is preferable to configure a flange part that can be slidably joined to the part.

また上記規制円筒体の内径は、第一段階として、地震等
の振動による弾性柱の相対的な水平放射方向の揺動移動
範囲(ベース板と上板との相対的な水平放射方向の揺動
移動範囲)を規制するのに適当な径にするのが良い。通
常、この径は、比較的頻繁に生じる地震による水平方向
の振幅程度に定めるのが適当である。勿論これに限定さ
れない。規制円筒体を複数重に構成する場合は最内方の
円筒体の径は、かなり小さく構成することができる。
In addition, the inner diameter of the above-mentioned regulating cylinder is determined, as a first step, by determining the range of relative horizontal radial rocking movement of the elastic column due to vibrations such as earthquakes (relative horizontal radial rocking movement between the base plate and the upper plate). It is best to use an appropriate diameter to control the movement range. Normally, it is appropriate to set this diameter to the extent of the horizontal amplitude caused by earthquakes that occur relatively frequently. Of course, it is not limited to this. When a plurality of regulating cylindrical bodies are configured, the diameter of the innermost cylindrical body can be configured to be quite small.

なおついでにこれ以上相対的に弾性柱が動く場合につい
て説明すると、その結果、弾性柱の規制小径部が規制円
筒体の内周に係合し、規制円筒体もまた規制小径部とと
もにバネ部材に抗してスライド移動するようになる。
Incidentally, to explain the case where the elastic column moves further relative to this point, as a result, the regulating small diameter portion of the elastic column engages with the inner circumference of the regulating cylinder, and the regulating cylinder also resists the spring member together with the regulating small diameter portion. It will now move by sliding.

更に規制円筒体を、後に詳しく説明したように、複数重
構造に構成した場合についても説明すると、上記の外に
、規制円筒体内部で、上記の作用が行なわれる。即ち、
最内方の円筒体の内側で弾性柱は自由にスライド移動し
、これを越える放射方向の移動は最内方の円筒体の縁に
規制小径部が係合してその円筒体と共にその外側の介在
バネ部材の規制を受けつつ揺動移動し、最内力の円筒体
が更に大きな放射方向のスライド移動によりその外側の
円筒体に接触するようになるとその円筒体にも同様の動
きが生じることになるという訳である。こうして最外方
の円筒体にも同様の動きが生じると、これは先に説明し
た規制円筒体の動きそのものになる訳である。
Furthermore, as will be explained in detail later, a case where the regulating cylinder is configured to have a multilayer structure will be explained. In addition to the above, the above-mentioned actions are performed inside the regulating cylinder. That is,
The elastic column freely slides inside the innermost cylindrical body, and the radial movement beyond this causes the regulating small diameter portion to engage the edge of the innermost cylindrical body, and the elastic column moves along with the outermost cylindrical body. It swings and moves under the control of the intervening spring member, and when the innermost cylindrical body comes into contact with the outer cylindrical body due to a larger sliding movement in the radial direction, a similar movement occurs in that cylindrical body. It means that it will become. If a similar movement occurs in the outermost cylindrical body in this way, this will be the movement of the regulating cylindrical body described above.

ところで上記規制円筒体と、前記弾性台との位置関係は
、予想される最大の地震に於いて、水平放射方向の揺動
に際して、上記規制円筒体の外周が、上記弾性台に容易
に接触することのないように、十分に間隔の余裕を持た
せて決定するべきである。
By the way, the positional relationship between the regulating cylindrical body and the elastic table is such that the outer periphery of the regulating cylindrical body easily comes into contact with the elastic table during horizontal radial rocking in the expected largest earthquake. The decision should be made with sufficient margin to ensure that no problems occur.

更に、前記のように規制円筒体を、複数の円筒体による
複数重構造に構成する場合は、内外の円筒体は、各々そ
の直近内側の円筒体を外側の円筒体の内側で放射方向に
スライド自在に移動し得るように、その間に配した介在
バネ部材により位置決め保持するように構成する。した
がって上記介在バネ部材は、内側のそれほど弾力性の弱
いものを使用する訳である。
Furthermore, when the regulating cylinder is configured to have a multilayered structure made up of a plurality of cylinders as described above, the inner and outer cylinders each slide their nearest inner cylinder in the radial direction inside the outer cylinder. It is configured to be positioned and held by an intervening spring member disposed therebetween so that it can be moved freely. Therefore, the intervening spring member used is the one on the inner side, which has less elasticity.

上記弾性柱は、例えば、合成ゴムを主材として円柱状に
構成する。上記規制小径部は、例えば、金属製とし、そ
の基部に円形鍔を構成して、これを上記弾性柱の先端に
接合固着することで規制小径部を弾性柱の先端に配設す
ることとするのが適当である。
The elastic column is configured to have a cylindrical shape mainly made of synthetic rubber, for example. The regulation small diameter part is made of metal, for example, and has a circular collar at its base, which is bonded and fixed to the tip of the elastic column, so that the regulation small diameter part is arranged at the tip of the elastic column. is appropriate.

前記規制円筒体をスライド自在に位置保持するバネ部材
は放射方向にできるだけ小角度間隔で多数配するのが適
当である。バネの種類は問わない。
It is appropriate that a large number of spring members for slidably holding the regulating cylindrical body are arranged in the radial direction at as small an angular interval as possible. The type of spring does not matter.

また前記弾性台は、ベース板又は上板の内面から立ち上
げ、その上部には合成ゴムを主材とする弾性材を配し、
その台面ば滑面に構成する。必要に応じて台面にはスラ
イド板を配する。この弾性台は、例えば、上記規制円筒
体と同心円状の空間を開けてその外側に構成する。
Further, the elastic table stands up from the inner surface of the base plate or the upper plate, and an elastic material mainly made of synthetic rubber is arranged on the upper part,
The table surface is configured to be a smooth surface. If necessary, place a sliding plate on the table. This elastic table is configured, for example, outside a concentric space with the regulating cylinder.

ところで上記弾性台及び弾性柱の一部を構成する合成ゴ
ムは特定の材質に限定されるものではないが、それぞれ
その横断面の面積等と考え合わせつつ適当な弾力性を有
するものとする。適当な段階区分で種々の弾力性のそれ
を用意し、これが支持する免震対象の重量等に応じて使
い分けるのが適当である。
By the way, the synthetic rubber constituting a part of the elastic table and the elastic column is not limited to a specific material, but each should have appropriate elasticity, taking into consideration the area of its cross section, etc. It is appropriate to prepare various types of elasticity in appropriate stages and use them depending on the weight of the seismically isolated object they support.

なお必要に応じて上板とベース板を結合する伸縮性の非
常に良好な弾性結合部材を用意し、これにより上記上板
とベース板を適宜結合し得るようにするのが好ましい。
In addition, it is preferable to prepare an elastic connecting member with very good elasticity for connecting the upper plate and the base plate as necessary, so that the upper plate and the base plate can be connected appropriately.

[作用] 本発明は、以上のように構成したので、複数のそれを用
いて、各種の建築物に於いて、その内部の床を支持し、
あるいは建築物の基礎それ自体を支持して地震その他の
揺れを減衰させ、又は各種装置類あるいは種々の物品を
支持して地震その他の揺れを減衰させ、上記免震対象を
保護するために使用することができる。
[Function] Since the present invention is configured as described above, a plurality of them can be used to support the internal floors of various buildings,
Or, it is used to support the foundation of a building itself to attenuate earthquakes and other shaking, or to support various devices or articles to attenuate earthquakes and other shaking, and to protect the base-isolated object. be able to.

この免震装置で、上記種々の免震対象を支持する場合は
、上板を免震対象に取付け、ベース板を支持基盤上に設
置する。床を支持する場合等には上板を床板の一部と兼
用することとしても良い。
When this seismic isolation device supports the above-mentioned various seismic isolation objects, the upper plate is attached to the seismic isolation object and the base plate is installed on the support base. When supporting the floor, the upper plate may also serve as a part of the floor plate.

免震対象は、上記のように、この免震装置を所定の位置
に設置して、その上に載せる、または上板に固設する、
あるいは上板をその一部として構成する、等によりセッ
トするだけで良い。
As mentioned above, the target for seismic isolation is to install this seismic isolation device in a predetermined position and place it on top of it, or to fix it on the top plate.
Alternatively, it is sufficient to set the upper plate as a part of the upper plate.

このようにセットすると、地震等により床下地等の支持
基盤に振動が伝達した場合に、非常に効率的に免震作用
を行なうことができる。
When set in this way, when vibrations are transmitted to the support base such as the flooring due to an earthquake, it is possible to perform a seismic isolation effect very efficiently.

例えば、比較的小さな地震であって、水平方向の揺れが
主たる揺動成分である場合にはベース板に伝達した揺動
に応じて、上板又はベース板の内面と弾性台の台面とが
相対的に自由にスライドし、かつ上記弾性柱の端部の規
制小径部も、同様に相対的に規制円筒体の内側を全く自
由に移動し得るため、はぼ完全に免震効果を得ることが
できる。
For example, in the case of a relatively small earthquake where horizontal shaking is the main shaking component, the inner surface of the top or base plate and the surface of the elastic table may move relative to each other depending on the shaking transmitted to the base plate. The small-diameter regulating portion at the end of the elastic column can also move relatively freely inside the regulating cylindrical body, so it is possible to obtain an almost perfect seismic isolation effect. can.

また揺動が大きくなり、上記弾性柱の規制小径部が、そ
の運動により上記規制円筒体の内周に接触するに至った
場合には、上記規制円筒体もまたこれを位置保持するバ
ネ部材に抗して上記規制小径部と共に、放射方向に相対
的スライド移動し、免震効果を得ることができる。
In addition, when the rocking becomes large and the small diameter regulating portion of the elastic column comes into contact with the inner circumference of the regulating cylindrical body due to its movement, the regulating cylindrical body also engages the spring member that holds it in position. Against this background, it is possible to relatively slide in the radial direction together with the regulating small diameter portion, thereby obtaining a seismic isolation effect.

こうして揺動の小さい場合には、殆ど規制のない弾性台
と上板又はベース板との相対的スライド運動により、大
きい場合には、同様なスライド運動に加えて、弾性柱の
規制小径部が係合した規制円筒体のバネ部材に抗するス
ライド運動により効果的な免震作用が行なわれ得る。
In this way, when the swing is small, the relative sliding movement between the elastic table and the top plate or the base plate is almost unrestricted, and when the swing is large, in addition to the similar sliding movement, the small diameter part of the elastic column is engaged. An effective seismic isolation effect can be achieved by the sliding movement of the fitted regulating cylinder against the spring member.

また上下方向の振動に対しては、弾性台の弾力性により
免震作用を確保することができる。
Furthermore, with respect to vibrations in the vertical direction, seismic isolation can be ensured due to the elasticity of the elastic table.

[実施例] 以下図面に基づいて本発明の一実施例を説明する。[Example] An embodiment of the present invention will be described below based on the drawings.

これは床板を支持する場合の例であり、床部材に組み込
んだタイプのものである。
This is an example of supporting a floorboard, and is of a type built into a floor member.

第1図及び第2図に示したように、平面正方形のベース
板lの中央に円形平面部2を、四隅に上記円形平面部2
と同一径の嵐円形平面部3.3・・・を残して弾性台4
を立ち上げ構成する。上記弾性台4は、その高さ方向途
中から上端直下まで弾性材5で構成し、上端にはその上
面を滑面に構成したプラスチック板6を貼付する。なお
上記弾性材はクロロプレン系の合成ゴムを採用し、その
弾性及び剛性は、この例では、床板の支持のために適当
な程度に定めた。
As shown in FIGS. 1 and 2, a circular plane part 2 is provided at the center of a base plate l having a square plane, and the circular plane parts 2 are provided at the four corners.
Elastic table 4 leaving a storm circular plane part 3.3... with the same diameter as
Launch and configure. The elastic table 4 is made of an elastic material 5 from the middle in the height direction to just below the upper end, and a plastic plate 6 having a smooth upper surface is attached to the upper end. The elastic material used is chloroprene-based synthetic rubber, and its elasticity and rigidity are determined to be appropriate for supporting the floorboard in this example.

上記ベース板1の中央の円形平面部2には、規制円筒体
7を直立させた状態でスライド自在に配置する。上記規
制円筒体7は、第1図に示したように、その上端及び下
端にそれぞれ外方に張出す鍔部7a、7bを構成し、各
々その上面と下面を滑面に構成する。また上記規制円筒
体7の外周には、特に第2図に示したように、放射方向
45度の角度間隔で、上記弾性台4の立ち上げ部との間
に相互を接続するコイルバネ8.8・・・を扉し、上記
規制円筒体7を、特に外力が働がない限り、円形平面部
2の中央部に位置保持させるようにする。
On the central circular plane portion 2 of the base plate 1, a regulating cylindrical body 7 is placed upright and slidably. As shown in FIG. 1, the regulating cylindrical body 7 has flanges 7a and 7b projecting outward at its upper and lower ends, respectively, and has smooth upper and lower surfaces. Further, on the outer periphery of the regulating cylindrical body 7, as shown in FIG. . . , so that the regulating cylindrical body 7 is held at the center of the circular plane portion 2 unless an external force is applied.

他方上記ベース板1には、これと平面同一寸法の正方形
の上板9を対面させる。この上板9は、この例では、床
板の基板として用いるものとし、その上面に化粧材10
を貼付する。
On the other hand, the base plate 1 is faced with a square upper plate 9 having the same dimensions in plane. In this example, this upper plate 9 is used as a substrate for a floor plate, and a decorative material 10 is placed on the upper surface of the upper plate 9.
Attach.

また上記上板9の下面中央には、第1図に示したように
、弾性柱11を垂下固設し、その下端からは更に規制小
径部12を垂下させる。上記規制小径部12は、金属に
より円形鍔の中央から棒状体を垂下させた形状に構成し
、これを上記弾性柱11の下面に結合したものである。
Further, as shown in FIG. 1, an elastic column 11 is fixedly suspended from the center of the lower surface of the upper plate 9, and a regulating small diameter portion 12 is further suspended from the lower end thereof. The regulating small diameter portion 12 is formed of metal in the shape of a rod-shaped body hanging from the center of a circular collar, and is connected to the lower surface of the elastic column 11.

なお上記上板9の下面は滑面に構成し、前記弾性台4の
上端のプラスチック板6の上面とスライド自在に接合さ
せ、かつ上記弾性柱11の下端肩部、即ち上記円形鍔の
下面は、その放射方向への移動の際に前記規制円筒体7
の上端の鍔部7a上にスライド自在に接合するようにす
る。
The lower surface of the upper plate 9 is configured to be a smooth surface and is slidably joined to the upper surface of the plastic plate 6 at the upper end of the elastic base 4, and the lower end shoulder portion of the elastic column 11, that is, the lower surface of the circular collar is , when moving in the radial direction, the regulating cylindrical body 7
It is slidably joined onto the flange 7a at the upper end of the holder.

ところで上記弾性柱11は、上記弾性台4と同様に、そ
の本体部分をクロロブレン系の合成ゴムにより成形した
ものである。
Incidentally, the main body portion of the elastic column 11 is molded from chloroprene-based synthetic rubber, similarly to the elastic table 4.

なお前記属円形平面部3.3・・・の各隅部及び上板9
の隅部とはコイルバネ13で相互を接続する。これらの
コイルバネ13.13−・・は、非常に弾力性が弱く、
かつ非常に伸縮性が良好なものを採用する。
In addition, each corner of the circular plane part 3.3... and the upper plate 9
The corner portions are connected to each other by coil springs 13. These coil springs 13.13-... have very weak elasticity,
Also, use one that has very good elasticity.

この実施例では、以上のように構成したので、地震その
他の揺れを減衰させることのできる床として各種の建築
物に使用することができる。
Since this embodiment is constructed as described above, it can be used in various buildings as a floor capable of attenuating earthquakes and other shaking.

しかしてこの例の場合は、免震装置を床部材に組み込ん
だ構造としたので、要設置領域に床下地14を構成し、
その上に必要数の床部材を配列すれば良い。
However, in the case of the lever example, since the structure is such that the seismic isolation device is incorporated into the floor member, the floor subfloor 14 is configured in the area where installation is required,
What is necessary is just to arrange the required number of floor members on it.

なお上記床部材は、設置領域の外縁、即ち1部屋の周壁
から若干□の幅には、設置しない部分を残し、この位置
にクツション部材を挿入配設することとする。
Note that the above-mentioned floor member leaves a portion not to be installed at the outer edge of the installation area, that is, a width slightly square from the peripheral wall of one room, and a cushion member is inserted and arranged at this position.

しかして上記領域には、上記免震装置を組み込んだ床部
材により極めて簡単に床が構成される。
Therefore, in the above region, a floor can be constructed extremely simply using a floor member incorporating the above seismic isolation device.

また上記のようにこれらの床部材には免震装置が組み込
んであるので、地震等により床下地14に振動が伝達し
た場合には、非常に効率的に免震作用を行なうことがで
きる。
Furthermore, as described above, these floor members have a built-in seismic isolation device, so that when vibrations are transmitted to the subfloor 14 due to an earthquake or the like, the seismic isolation function can be performed very efficiently.

即ち、比較的小さな地震であって、水平方向の揺れが主
たる揺れ成分である場合には、床下地14に伝達した揺
動に応じて、上板9の下面と弾性台4のプラスチック板
6の上面とが相対的に自由にスライド移動し、かつ上記
弾性柱11の規制小径部12も、前記規制円筒体7の内
側を相対的に自由に移動し、殆ど規制を受けない。した
がってこの程度の揺動の場合にはほぼ完全に免震効果を
得ることができる。
In other words, in the case of a relatively small earthquake in which horizontal shaking is the main shaking component, the lower surface of the upper plate 9 and the plastic plate 6 of the elastic table 4 will change depending on the shaking transmitted to the subfloor 14. The upper surface slides freely relative to the upper surface, and the restricting small diameter portion 12 of the elastic column 11 also moves relatively freely inside the restricting cylinder 7 and is hardly restricted. Therefore, in the case of this degree of shaking, almost complete seismic isolation effect can be obtained.

また揺動が大きくなり、上記弾性柱11の規制小径部1
2がその運動により上記規制円筒体7の内周に接触する
に至った場合には、上記規制円筒体7もまたコイルバネ
8.8・・・に抗して、規制小径部12と共に上記ベー
ス板lの円形平面部2上を放射方向にスライド運動する
に至る。したがってこのように規制円筒体7の直径を越
える揺動が生じた場合には、規制円筒体7の移動可能な
範囲までコイルバネ8.8・・・による若干の規制を受
けながらスライド移動をすることができる。
In addition, the rocking becomes large, and the regulating small diameter portion 1 of the elastic column 11
2 comes into contact with the inner periphery of the regulating cylindrical body 7 due to its movement, the regulating cylindrical body 7 also resists the coil springs 8, 8, and moves together with the regulating small diameter portion 12 to the base plate. This results in a sliding movement in the radial direction on the circular plane portion 2 of l. Therefore, when a swing exceeding the diameter of the regulating cylindrical body 7 occurs, the regulating cylindrical body 7 must slide to the movable range while being slightly restricted by the coil springs 8, 8... I can do it.

こうして揺動の小さい場合には殆ど規制のない弾性台4
のプラスチック板6と上板9とのスライド運動により、
また大きい場合には、上記と同一のスライド運動ととも
に、コイルバネ8.8・・−による若干の規制を受けつ
つ規制円筒体7が規制小径部12とともに移動すること
により、効果的な免震作用が行なわれ得る。
In this way, when the swing is small, there is almost no restriction on the elastic table 4.
Due to the sliding movement of the plastic plate 6 and the upper plate 9,
If it is large, the regulating cylinder 7 moves together with the regulating small diameter portion 12 while being slightly restricted by the coil springs 8, 8, . It can be done.

なおまた弾性柱11以上の部材は、地震等による揺動に
より原位置からずれた場合にも、規制円筒体7がコイル
バネ8.8・・−により中心位置に戻るので、少な(と
もその範囲内までは確実に戻るものである。
Furthermore, even if the members of the elastic columns 11 and above are displaced from their original positions due to shaking due to earthquakes, etc., the regulating cylinder 7 returns to the center position by the coil springs 8, 8, . . . I will definitely go back.

また上下方向の振動に対しては、弾性台4の弾性材5の
伸カ性により免震作用を確保することができる。
Furthermore, with respect to vibrations in the vertical direction, the elasticity of the elastic material 5 of the elastic table 4 ensures a seismic isolation effect.

また前記コイルバネ13.13・・・はベース板4と上
板9との分離を妨げる作用を有している。
Further, the coil springs 13, 13, . . . have the function of preventing the base plate 4 and the upper plate 9 from being separated.

次に第3図に基づいて規制円筒体27の他の例を略述す
る。
Next, another example of the regulating cylindrical body 27 will be briefly described based on FIG.

上記規111円筒体27ば、径の異なる二個の円筒体2
7a%27bによって二重構造に構成し、内外の円筒体
27a、27bの間には相互に中心軸が一致するように
その間に配設した介在バネ部材28.28・・・により
位置保持しつつ結合したものである。上記介在バネ部材
28.28−・・は放射方向各45°の定角度間隔で配
設するものである。
The above rule 111 cylindrical body 27, two cylindrical bodies 2 with different diameters
7a% 27b, and the inner and outer cylindrical bodies 27a and 27b are held in position by intervening spring members 28, 28 disposed between them so that their central axes coincide with each other. It is a combination. The intervening spring members 28, 28-- are arranged at regular angular intervals of 45° in each radial direction.

なお各円筒体27a、27bの上下端には鍔部29a、
29bを構成する。
Note that the upper and lower ends of each cylindrical body 27a, 27b are provided with a collar portion 29a,
29b.

この規制円筒体27は、先に説明した規制円筒体7と同
様に用いられ、ベース板21の円形平面部の上面にスラ
イド自在に配設し、弾性台の立ち上げ部途中と、規制円
筒体27の外側の円筒体27bとの間に相互を接続する
コイルバネ38.38・・・を配設する。これらのコイ
ルバネ38.38・・−もまた等角度間隔で配設する。
This regulating cylindrical body 27 is used in the same manner as the previously described regulating cylindrical body 7, and is slidably disposed on the upper surface of the circular plane part of the base plate 21, and is placed between the rising part of the elastic table and the regulating cylindrical body 7. 27 and the outer cylindrical body 27b, coil springs 38, 38, . These coil springs 38, 38, . . . are also arranged at equal angular intervals.

更に上板30の下面中央から垂下した強性柱31の規制
小径部32を上記規制円筒体27の内方の円筒体27a
の内側に挿入する。このとき弾性柱31の肩部33を上
記規制円筒体27の内側の円筒体27aの上端の鍔部2
9aにスライド自在に接合させる。
Furthermore, the regulating small diameter portion 32 of the strong column 31 hanging from the center of the lower surface of the upper plate 30 is connected to the inner cylindrical body 27a of the regulating cylinder 27.
Insert it inside. At this time, the shoulder portion 33 of the elastic column 31 is connected to the flange portion 2 at the upper end of the cylinder body 27a inside the regulating cylinder body 27.
9a so that it can slide freely.

なお上記介在バネ部材28.28・・・は上記コイルバ
ネ38.38・・・より弾力の弱いものを使用する。
Note that the intervening spring members 28, 28, . . . use ones having weaker elasticity than the coil springs 38, 38, .

しかしてベース板21 fullに水平方向の揺動が伝
達した場合には、それが小さなものであれば、弾性柱3
1の相対的な揺動、即ち規制小径部32の揺動は上記内
方の円筒体27aの内側にとどまり、図示していない弾
性台の上面と上板30の下面との自由なスライド運動が
行なわれ、はぼ完全な免震作用を確保できる。
However, if a horizontal vibration is transmitted to the base plate 21 full, and if the vibration is small, the elastic column 3
1, that is, the rocking of the regulating small diameter portion 32, remains inside the inner cylindrical body 27a, and the upper surface of the elastic table (not shown) and the lower surface of the upper plate 30 can freely slide. This ensures complete seismic isolation.

上記規制小径部32の相対的な揺動が上記内方の円筒体
27aの内側を越えるに至る揺動がベース板21に伝達
した場合には、上記円筒体27aの縁に上記規制小径部
32が係合してその円筒体27aと共にその外側の介在
バネ部材28.28・・−の規制を受けつつ揺動移動し
、内方の円筒体27aが更に大きな放射方向のスライド
移動により外側の円筒体27bに接触するようになると
その円筒体27bにも同様の動きが生じることになる。
When the relative rocking of the restriction small diameter portion 32 is transmitted to the base plate 21 so as to exceed the inside of the inner cylindrical body 27a, the restriction small diameter portion 32 is attached to the edge of the cylinder 27a. are engaged and swing together with the cylindrical body 27a while being regulated by the intervening spring members 28, 28, . . . When it comes into contact with the body 27b, a similar movement will occur in the cylindrical body 27b.

外方の円筒体27bの動きは、先に説明した規制円筒体
7の動きそのものになるので説明を省略する。
The movement of the outer cylindrical body 27b is the same as the movement of the regulating cylindrical body 7 described above, so the explanation thereof will be omitted.

こうして第一段階の小さな揺動は、規制なくはぼ完全に
、少し大きな第二段階の揺動は、規制円筒体27内の介
在バネ部材28.28の弾力性に若干規制されつつ、そ
して更に大きな第三段階の揺動は、外側のコイルバネ3
8.38−・・により規制されつつ免震効果を得ること
ができるものである。
In this way, the small swing in the first stage is almost completely unregulated, and the slightly larger swing in the second stage is slightly regulated by the elasticity of the intervening spring member 28, 28 in the regulating cylinder 27, and furthermore. The third stage of large swing is caused by the outer coil spring 3.
8.38 - It is possible to obtain a seismic isolation effect while being regulated by...

この例の場合は内側の円筒体27aの径を小さ(できる
ので、振動がおさまった後、規制小径部32は、−層中
央部に戻されやす(なる。しかして上板30のズレが残
り難い。
In this example, the diameter of the inner cylindrical body 27a can be made small, so that after the vibrations have subsided, the regulation small diameter portion 32 is easily returned to the center of the − layer. hard.

[発明の効果] 本発明によれば、建築物の床や、基礎を容易に支持し得
、地震その他の振動が生じた場合、これより上部に位置
する部材に対して、振動又は揺動等を、大幅に遮断する
免震作用を付与することができる。特に上下相互のスラ
イド運動による免震作用、規制円筒体の移動を弾力的に
規制するバネ部材及び規制円筒体が複数重構造である場
合は各内部の円筒体の移動を弾力的に規制する介在バネ
部材の免震作用を組み合わせて、極めて減衰率の大きな
免震装置を得たものである。
[Effects of the Invention] According to the present invention, it is possible to easily support the floor or foundation of a building, and when an earthquake or other vibration occurs, vibration or rocking is not caused to the members located above this. , it is possible to provide a seismic isolation effect that significantly blocks the earthquake. In particular, a seismic isolation effect due to vertical mutual sliding movement, a spring member that elastically restricts the movement of the regulating cylinder, and an intervention that elastically restricts the movement of each internal cylinder when the regulating cylinder has a multi-layered structure. By combining the seismic isolation effect of the spring member, a seismic isolation device with an extremely high damping rate is obtained.

更に上板側の振動終了後の原位置への戻りを良好にした
ものである。
Furthermore, the return of the upper plate side to its original position after the end of vibration is improved.

上下方向の振動に対する免震効果も確保できたものであ
る。
It also ensured a seismic isolation effect against vibrations in the vertical direction.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の実施例を示したもので、第1図は床部材
に組み込んだ状態の免震装置の概略断面図、第2図は第
1図の状態から上板及びこれに結合している要素を取り
去った状態の概略平面図、第3図は規制円筒体の他の例
を示す断面部分図である。 1.21・・・ベース板、2・・−円形平面部、3・・
・%円形平面部、4・・・弾性台、5・・−弾性材、6
・・・プラスチック板、7.27・・・規制円筒体、7
a、、7b、29a、29b・・・鍔部、8.38・・
・コイルバネ、9.30・・・上板、10・・−化粧材
、11.31・・・弾性柱、12.32・−・規制小径
部、13・・・コイルバネ、14・・・床下地、27a
、27b・・・円筒体、28・・・介在バネ部材、33
・・・肩部。 第1図 第3図
The drawings show an embodiment of the present invention, and Fig. 1 is a schematic cross-sectional view of the seismic isolation device installed in a floor member, and Fig. 2 is a cross-sectional view of the seismic isolation device in the state shown in Fig. 1 and the structure connected to the upper plate. FIG. 3 is a schematic plan view with the elements removed, and FIG. 3 is a partial cross-sectional view showing another example of the regulating cylindrical body. 1.21...Base plate, 2...-Circular plane part, 3...
・% circular plane part, 4...elastic base, 5...-elastic material, 6
...Plastic plate, 7.27...Regulation cylindrical body, 7
a,, 7b, 29a, 29b... collar part, 8.38...
・Coil spring, 9.30... Top plate, 10... - Decorative material, 11.31... Elastic column, 12.32 - Regulation small diameter part, 13... Coil spring, 14... Floor base , 27a
, 27b... Cylindrical body, 28... Interposed spring member, 33
...shoulder area. Figure 1 Figure 3

Claims (1)

【特許請求の範囲】 1、ベース板と上板とを対面状態に配置し、上記ベース
板又は上板の一方の内面に、規制円筒体をその一端でス
ライド自在に接合し、他方の内面に、先端の規制小径部
が上記規制円筒体の内側に挿入されるように弾性柱を突
設し、更に上記規制円筒体の外周と、これより大径の同
心円上に位置する部材との間に、上記規制円筒体の放射
方向へのスライド移動を許容しつつ位置保持するバネ部
材を配し、 かつ上記規制円筒体をスライド自在に接合した上記ベー
ス板又は上板の内面に弾性台を突設し、上記弾性台の台
面を、上記規制円筒体を接合しないベース板又は上板の
内面にスライド自在に接合させた免震装置。 2、上記規制円筒体を、平面から見て同心円状の径の異
なる複数の円筒体による複数重構造に構成し、各々内方
の円筒体を直近外方の円筒体の内側にその放射方向への
スライド移動を許容しつつ内外の各円筒体間に配された
介在バネ部材により位置決め保持した請求項1記載の免
震装置。 3、上記規制円筒体の上下端に、鍔部を構成した請求項
1記載の免震装置。 4、上記弾性台の上記ベース板又は上板の内面に接合す
る台面に、スライド板を接合固定した請求項1記載の免
震装置。
[Claims] 1. A base plate and an upper plate are arranged facing each other, and a regulating cylindrical body is slidably joined at one end to the inner surface of one of the base plate or the upper plate, and to the inner surface of the other. , an elastic column is provided protrudingly so that the regulating small diameter portion at the tip is inserted into the inner side of the regulating cylinder, and further between the outer periphery of the regulating cylinder and a member located on a concentric circle having a larger diameter. , a spring member is arranged to maintain the position of the regulating cylindrical body while allowing it to slide in the radial direction, and an elastic platform is provided protruding from the inner surface of the base plate or the top plate to which the regulating cylindrical body is slidably joined. and a seismic isolation device in which a table surface of the elastic table is slidably joined to an inner surface of a base plate or an upper plate to which the regulating cylinder is not connected. 2. The above-mentioned regulating cylindrical body is constructed into a multilayered structure consisting of a plurality of concentric cylinders having different diameters when viewed from a plane, and each inner cylindrical body is placed inside the nearest outer cylindrical body in its radial direction. 2. The seismic isolation device according to claim 1, wherein the seismic isolation device is positioned and held by an intervening spring member disposed between each of the inner and outer cylindrical bodies while allowing sliding movement of the cylindrical body. 3. The seismic isolation device according to claim 1, wherein flanges are formed at the upper and lower ends of the regulating cylindrical body. 4. The seismic isolation device according to claim 1, wherein a slide plate is bonded and fixed to the table surface that is bonded to the inner surface of the base plate or the upper plate of the elastic table.
JP13185089A 1989-05-25 1989-05-25 Seismic isolation device Expired - Lifetime JPH0646059B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13185089A JPH0646059B2 (en) 1989-05-25 1989-05-25 Seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13185089A JPH0646059B2 (en) 1989-05-25 1989-05-25 Seismic isolation device

Publications (2)

Publication Number Publication Date
JPH03343A true JPH03343A (en) 1991-01-07
JPH0646059B2 JPH0646059B2 (en) 1994-06-15

Family

ID=15067576

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13185089A Expired - Lifetime JPH0646059B2 (en) 1989-05-25 1989-05-25 Seismic isolation device

Country Status (1)

Country Link
JP (1) JPH0646059B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013083311A (en) * 2011-10-11 2013-05-09 Tokkyokiki Corp Seismic isolation device
KR101968927B1 (en) * 2018-11-28 2019-04-22 (주)전인씨엠건축사사무소 Apartment house veranda floor structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013083311A (en) * 2011-10-11 2013-05-09 Tokkyokiki Corp Seismic isolation device
KR101968927B1 (en) * 2018-11-28 2019-04-22 (주)전인씨엠건축사사무소 Apartment house veranda floor structure

Also Published As

Publication number Publication date
JPH0646059B2 (en) 1994-06-15

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