JPH03206260A - Earthquake insulating floor member - Google Patents
Earthquake insulating floor memberInfo
- Publication number
- JPH03206260A JPH03206260A JP34335089A JP34335089A JPH03206260A JP H03206260 A JPH03206260 A JP H03206260A JP 34335089 A JP34335089 A JP 34335089A JP 34335089 A JP34335089 A JP 34335089A JP H03206260 A JPH03206260 A JP H03206260A
- Authority
- JP
- Japan
- Prior art keywords
- elastic
- auxiliary
- peripheral wall
- base member
- seismic isolation
- 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
Links
- 230000008878 coupling Effects 0.000 claims abstract description 28
- 238000010168 coupling process Methods 0.000 claims abstract description 28
- 238000005859 coupling reaction Methods 0.000 claims abstract description 28
- 230000033001 locomotion Effects 0.000 claims abstract description 27
- 230000002093 peripheral effect Effects 0.000 claims abstract description 21
- 230000001105 regulatory effect Effects 0.000 claims abstract description 20
- 238000002955 isolation Methods 0.000 claims description 39
- 239000000758 substrate Substances 0.000 claims description 21
- 230000008602 contraction Effects 0.000 abstract description 5
- 230000005855 radiation Effects 0.000 abstract 2
- 230000000630 rising effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 18
- 239000000463 material Substances 0.000 description 14
- 230000001133 acceleration Effects 0.000 description 3
- 230000002411 adverse Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000036039 immunity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- BFKJFAAPBSQJPD-UHFFFAOYSA-N tetrafluoroethene Chemical group FC(F)=C(F)F BFKJFAAPBSQJPD-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Vibration Prevention Devices (AREA)
- Floor Finish (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、多数のそれを床下地上に連設配置し、その後
又は予めこの上に種々の化粧材を配設して床を構成する
床部材の一種であって、地震その他の振動乃至揺動を減
衰させることができる免震床部材に関するものである。Detailed Description of the Invention [Industrial Field of Application] The present invention relates to a floor in which a large number of decorative materials are arranged in series on a subfloor surface, and various decorative materials are subsequently or previously arranged thereon to form a floor. The present invention relates to a seismic isolation floor member, which is a type of member and can attenuate earthquakes and other vibrations or rocking.
[従米の技術]
従来免震手段としては,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。[Jubei's technology] Conventional seismic isolation means 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.
[発明が解決しようとする課題]
従来の免震手段は、上記のように、単純に板材を支持す
る脚の下端にゴム類を取付けたに過ぎないので、これに
よる床は構成上満足な免震効果を得ることができるもの
ではない。[Problems to be Solved by the Invention] As mentioned above, the conventional seismic isolation means simply attaches rubber to the lower ends of the legs that support the planks, so the floor constructed using this means does not have a satisfactory isolation structure. It is not something that can produce a seismic effect.
本発明は、上面に化粧材を敷設し又は貼付して建築物の
床を構成する床部材であって、水平方向及び垂直方向の
振動乃至揺動について高度な免震作用を有する免震床部
材を提供することを目的とする。The present invention relates to a floor member that constitutes the floor of a building by laying or pasting a decorative material on the upper surface, and which has a high seismic isolation effect against vibrations and rocking in the horizontal and vertical directions. The purpose is to provide
[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、
ベース部材の中央に、後記弾性部材の動作領域となる平
面から県で円形の主動作凹部を構成し、上記主動作凹部
の上部外周縁に、リング状のスライド面及びその外周縁
に立ち上げた周壁からなる袖助動作部を構成し、かつ上
記補助動作部の周壁の上端から放射方向に延びるスライ
ド鍔部を構成上記ベース部材のスライド鍔部の上面に基
板部材をスライド自在に載置し,
上記基板部材の下面に、その周側か上記補助動作部の周
壁と対面する位置関係になるように結合円柱体を構成し
、
上記補助動作部の周壁と上記結合円柱体の周側との間に
、上記結合円柱体が相対的な放射方向の動きにより上記
主動作凹部の範囲を超えようとするに至った場合に、そ
れ以上の相対的な放射方向への動きを弾力的に規制する
規制部材を配設し、上記ベース部材と基板部材とを、下
端を上記ベース部材の主動作凹部の底部に、上端を上記
結合円柱体の下部に、それぞれ結合した弾性部材で結合
し、
上記主動作凹部の底部と上記弾性部材の下端との結合を
、上記弾性部材の下端が、上記底部中心を中心とする規
制円孔の範囲で、放射方向にのみ自由に移動できるよう
に構成し、
更に上記ベース部材の下部には複数の弾性脚を配設した
免震床部材である。[Means for Solving the Problems] The gist of the configuration of the present invention is that a circular main movement recess is formed in the center of the base member from a plane that is the movement area of the elastic member described later, and the main movement A sleeve auxiliary movement part is formed on the upper outer periphery of the recessed part, and includes a ring-shaped sliding surface and a peripheral wall raised up from the outer periphery, and a slide collar part is formed that extends in a radial direction from the upper end of the peripheral wall of the auxiliary movement part. A board member is slidably placed on the upper surface of the sliding flange of the base member, and a coupled cylindrical body is placed on the lower surface of the board member so that its peripheral side faces the peripheral wall of the auxiliary operation section. and when the connecting cylindrical body attempts to exceed the range of the main operating recess due to relative radial movement between the peripheral wall of the auxiliary operating part and the circumferential side of the connecting cylindrical body; A regulating member is provided to elastically regulate further relative movement in the radial direction, and the base member and the substrate member are connected so that the lower end is at the bottom of the main operation recess of the base member and the upper end is at the bottom of the main operation recess of the base member. The bottom part of the main operation recess and the bottom end of the elastic member are connected to the lower part of the coupling cylindrical body by respective elastic members, and the bottom end of the elastic member is connected to a regulating circle centered on the center of the bottom part. This seismic isolation floor member is configured to be able to move freely only in the radial direction within the range of the hole, and further includes a plurality of elastic legs arranged at the bottom of the base member.
上記主動作凹部は、地震等に於ける水平方向の振幅をど
の程度まで許容できるものとするのが適当かを考慮して
、底部の直径を定めるのが良い。The diameter of the bottom of the main operation recess is preferably determined in consideration of how much horizontal amplitude can be tolerated during an earthquake or the like.
上記主動作凹部の周壁をテーバ状に構成する場合には同
時に開口角度をも同様の観点から定めるのが良い.でき
れば、予恕される最大の地震に於いて、弾性部材の土下
端が相対的に水平方向の逆向きの揺動運動をした場合に
、弾性部材の側部が主動作凹部の内周に容易には接触し
ない程度に定めるのが良い。When configuring the peripheral wall of the main operation recess mentioned above to have a tapered shape, it is also good to determine the opening angle from the same point of view. If possible, in the event of the largest anticipated earthquake, when the lower end of the elastic member undergoes a relative rocking motion in the opposite horizontal direction, the side part of the elastic member should be easily attached to the inner periphery of the main operating recess. It is best to set it so that it does not come into contact with the
また前記ベース部材は、上記主動作凹部の裏側である下
部に膨らむ突部の外周から放射方向に延びる複数のリブ
を構成して補強するのが適当である。上記複数のリブの
上部は当然上記スライド鍔部の下面に一体に結合状態と
する。Further, it is appropriate that the base member is reinforced by forming a plurality of ribs extending in a radial direction from the outer periphery of a protrusion that bulges out at the bottom, which is the back side of the main operation recess. The upper portions of the plurality of ribs are of course integrally connected to the lower surface of the slide flange.
更に上記スライド鍔部は平面から見て円環状に構成する
のが適当である。Furthermore, it is appropriate that the slide flange is formed into an annular shape when viewed from above.
前記基板部材は,その上面に同寸法の化粧材を貼付した
り、免震床部材の設置後に、その上面に化粧材を敷設す
るものであるから、それに適したものとする。例えば、
プラスチック又は木製板材により構成することができる
。その平面形状は、用途上より平面から見て正方形とす
るのが適当である。The substrate member is suitable for attaching a decorative material of the same size to its upper surface, or for laying a decorative material on its upper surface after installing the seismic isolation floor member. for example,
It can be constructed from plastic or wooden boards. It is appropriate for the planar shape to be a square when viewed from above for the purpose of use.
前記スライド鍔部と上記基板部材とのスライド自在な接
合は自由な構成により確保することができる。例えば、
各々の接合面を、表面にテトラフルオロエチレン樹脂の
コーティングを施す等により滑面に構成することで実現
することができる.あるいは上記スライド鍔部の上面又
は基板部材の下面のいずれか一方に複数のボールを回転
自在に配設し、他方の対面する面を上記複数のボールに
接合させる構成により実現することができる。A freely slidable connection between the sliding flange and the substrate member can be ensured by a free configuration. for example,
This can be achieved by making each joint surface smooth by coating the surface with tetrafluoroethylene resin, etc. Alternatively, it can be realized by a configuration in which a plurality of balls are rotatably disposed on either the upper surface of the slide collar or the lower surface of the substrate member, and the other facing surface is joined to the plurality of balls.
前記規制部材は、例えば、前記結合円柱体の周測に外装
するタイヤチューブ状部材に構成することができる。あ
るいは前記補助動作部のスライド面上にスライド自在に
配置した円環状チューブとその外周及び上記補助動作部
の周壁の間に介在させたスプリングとで構成することも
できる。The regulating member may be configured, for example, as a tire tube-shaped member that is wrapped around the circumference of the coupled cylindrical body. Alternatively, it may be constructed of an annular tube slidably disposed on the sliding surface of the auxiliary operating section, and a spring interposed between the outer periphery of the annular tube and the peripheral wall of the auxiliary operating section.
前記弾性部材は、適当な弾力性を有する材質で適当な形
状に構成することができる。例えば、上端及び下端にそ
れぞれ適当な結合手段を備えた棒状乃至は柱状の部材で
ある。あるいは、リング状弾性体の直径相当位置に柱状
弾性体を構成し、柱状弾性体の両端に対応する位置に、
上記の例と同様に、各々適当な結合手段を横成した部材
である。上記リング状弾性体は両側部が若干細く構成し
てあるのが好ましい。更に他の例としては、上記部材か
ら柱状弾性体を取り除いた構成の部材である。あるいは
更に好ましい例としては、上記弾性部材は、上下に適当
な結合手段を備えた中空ボールに構成することができる
。この中空ボールは当然適当な弾性材で成形したもので
ある。The elastic member may be made of a material having appropriate elasticity and may have an appropriate shape. For example, it is a bar-shaped or column-shaped member with suitable coupling means at its upper and lower ends. Alternatively, a columnar elastic body is formed at a position corresponding to the diameter of the ring-shaped elastic body, and a columnar elastic body is formed at a position corresponding to both ends of the columnar elastic body.
As in the above example, each member is provided with appropriate coupling means. It is preferable that the ring-shaped elastic body is configured to be slightly thinner on both sides. Still another example is a member having a configuration in which the columnar elastic body is removed from the above member. Alternatively, as a more preferred example, the elastic member can be constructed as a hollow ball provided with suitable coupling means on the upper and lower sides. This hollow ball is naturally made of a suitable elastic material.
前記主動作凹部の底部には、例えば、上縁に、内側に張
出した抜け止め鍔を備えた規制円孔を設け、一方弾性部
材の下端の結合手段として、上記規制円孔の径より必要
なだけ小さい径に構成した結合円板を取付け、この結合
円板を主動作凹部の裏面から上記規制円孔中に装入し、
上記抜け止め鍔に係止させることにより,上記弾性部材
の下端を規制円孔内で放射方向にのみ移動自在に結合す
るものである。At the bottom of the main operation recess, for example, a regulating circular hole with an inwardly protruding stopper flange is provided on the upper edge, and on the other hand, as a means for connecting the lower end of the elastic member, a diameter of the regulating circular hole is used as a means for connecting the lower end of the elastic member. Attach a connecting disk configured to have a smaller diameter, insert this connecting disk into the regulating hole from the back side of the main operation recess,
By being engaged with the retaining collar, the lower end of the elastic member is coupled so as to be movable only in the radial direction within the regulating hole.
前記弾性脚は、例えば、前記したように、ベース部材の
裏面にリブを構成した場合には、リブに取付け孔を配設
し、これに適当な弾性材で構成した弾性脚を保持させる
べく装入することができる。For example, when the elastic legs are formed with ribs on the back surface of the base member as described above, mounting holes are provided in the ribs, and the elastic legs made of a suitable elastic material are mounted in the ribs to hold the elastic legs. can be entered.
[作用]
本発明は、以上のように構成したので、各種の建築物に
於いて、複数のそれを床下地上に連設配置し、その後又
は予め基板部材の上面に化粧材を配設することにより、
容易に床を構成することができ、しかもその床は、床下
地に伝達した地震等の振動又は揺動を減衰させ得るもの
である。[Function] Since the present invention is configured as described above, in various buildings, a plurality of them can be arranged in series on the subfloor, and then or in advance, a decorative material can be arranged on the upper surface of the substrate member. According to
The floor can be easily constructed, and the floor can attenuate vibrations or shaking caused by earthquakes or the like transmitted to the subfloor.
この免震床部材は、所要の領域に平坦な床下地を構成し
、その床下地上にこれらを連投配置し、その上で又は予
めその上面に化粧材を貼付又は敷設すれば、容易に建築
物の床を構成することができる。These seismic isolation floor members can be easily used in buildings by constructing a flat subfloor in the required area, arranging them in succession on the subfloor, and pasting or laying a decorative material on the top surface or in advance. floor can be constructed.
なお上記免震床部材の設置領域の外縁、即ち壁面等に隣
接する位置には若干隙間をあけておき、例えば、その隙
間にクッション部材を配設しておくものとする.あるい
は地震等の際に、免震床部材の基板部材及び化粧材の外
縁付近が、その下部に進退できる補助板体を上記位置に
配設して置くこととするのが適当である。It is assumed that a slight gap is left at the outer edge of the area where the seismic isolation floor member is installed, that is, at a position adjacent to a wall surface, etc., and a cushion member, for example, is placed in that gap. Alternatively, in the event of an earthquake or the like, it is appropriate to arrange an auxiliary plate at the above position near the outer edge of the base member and decorative material of the seismic isolation floor member so that it can move forward and backward under the base member.
しかして本発明の免震床部材によれば,極めて容易に必
要な位置に免震床を構成することができる。According to the seismic isolation floor member of the present invention, the seismic isolation floor can be extremely easily constructed at a required position.
またこのようにこの免震床部材によって床を構成した場
合には、地震等により床下地に振動が伝達した場合にも
、非常に効率的に免震作用を行なうことができる。In addition, when a floor is constituted by this seismic isolation floor member in this manner, even when vibrations are transmitted to the subfloor due to an earthquake or the like, the seismic isolation effect can be performed very efficiently.
比較的小さな地震の場合であって、水平方向の揺れが、
主たる揺れである場合には、弾性部材の下端が、ベース
部材の主動作凹部の底部を、規制円孔の制限内で、相対
的に、水平放射方向に自由に移動をすることができ、こ
れに対応して基板部材がスライド鍔部上を相対的に自由
にスライド移動するため、ほぼ完全に免震効果を得るこ
とができる。また揺動がこれより大きくなり、上記弾性
部材の下端がその水平放射方向の運動により上記規制円
孔の周縁に接触するに至った場合には、上記弾性部材の
下端はこれ以上の放射方向への移動が制限され、結果と
してこれを越える基板部材のスライド鍔部上の相対的揺
動は、上記弾性部材の弾力的な伸縮性の及ぶ範囲内で行
なわれ得ることとなる.
こうして揺動の小さい場合には弾性部材の下端が規制円
孔内を水平放射方向に自由に移動し得ることにより、基
板部材のスライド鍔部上の自由なスライド移動に規制を
生ぜしめず、また揺動の大きい場合には、弾性部材の下
端が規制範囲を超えて移動をしようとするに至ると、弾
性部材の下端が上記規制円孔に限定され、基板部材のス
ライド鍔部上の自由なスライド移動は上記弾性部材の弾
力的伸縮性の範囲で行なわれ得ることとなる。しかして
いずれにしても充分な免震効果を得られるものである。In the case of a relatively small earthquake, the horizontal shaking is
In the case of the main shaking, the lower end of the elastic member can move freely in the horizontal radial direction relative to the bottom of the main movement recess of the base member within the limits of the regulation circular hole. Since the base plate member slides relatively freely on the slide flange in response to this, an almost perfect seismic isolation effect can be obtained. If the swing becomes larger than this and the lower end of the elastic member comes into contact with the periphery of the regulating hole due to horizontal radial movement, the lower end of the elastic member will move further in the radial direction. The movement of the base member is restricted, and as a result, the relative rocking of the base member on the slide flange beyond this can be performed within the range of the elastic elasticity of the elastic member. In this way, when the swing is small, the lower end of the elastic member can freely move in the horizontal radial direction within the regulating hole, so that the free sliding movement on the sliding flange of the substrate member is not restricted, and If the swing is large and the lower end of the elastic member tries to move beyond the regulation range, the lower end of the elastic member will be limited to the regulation circular hole and will move freely on the sliding flange of the base plate member. The sliding movement can be performed within the range of elasticity of the elastic member. However, in either case, a sufficient seismic isolation effect can be obtained.
更に極端に大きな地震の場合は、その大きな揺れにより
基板部材の放射方向への極端に大きな相対的移動が生じ
、弾性部材が最大限に引き延ばされ、前記結合円柱体が
、主動作凹部の範囲を越えようとするに至る。そうする
と、前記結合円柱体は、その周側と上記補助動作部の周
壁との間に、それ以上の相対的な放射方向への動きを弾
力的に規制する規制部材が配設されているので、その作
用により、その範囲を越えようとする移動が緩やかに規
制されることになる。従ってこの免震床部材の減衰作用
の限界付近の地震の際にも、減衰作用を、直ちに失うも
のではなく、緩やかにそれが減少していくことになるも
のである.それ故、この免震床部材によって支えられる
床上の人や物品等に対する加速度の変化による悪影響を
減少させることができる。Furthermore, in the case of an extremely large earthquake, the large shaking will cause an extremely large relative movement of the base member in the radial direction, and the elastic member will be stretched to the maximum extent, causing the coupling cylinder to move into the main operating recess. This leads to trying to go beyond the scope. In this case, a regulating member is disposed between the circumferential side of the coupled columnar body and the circumferential wall of the auxiliary operation portion to elastically regulate further relative movement in the radial direction. As a result of this action, movement that attempts to exceed that range is gently regulated. Therefore, even in the event of an earthquake near the limit of the damping effect of this seismic isolation floor member, the damping effect will not be lost immediately, but will gradually decrease. Therefore, the adverse effects of changes in acceleration on people, objects, etc. on the floor supported by this seismic isolation floor member can be reduced.
なお基板部材とスライド鍔部間に、例えば、前記した種
々の効果的なスライド手段を構成すれば、上記免震作用
は非常に効果的に行なわれる。If, for example, one of the various effective sliding means described above is provided between the base member and the sliding flange, the seismic isolation effect described above can be achieved very effectively.
また上下方向の振動に対しては、ベース部材の下部に配
設した弾性脚の軸方向の弾力的伸縮作用により、免震作
用が確保される.なおこれらの弾性脚は床の歩行感の向
上にも寄与する.[実施例1
以下図面に基づいて本発明の一実施例を説明する。Furthermore, against vibrations in the vertical direction, seismic isolation is ensured by the elastic expansion and contraction action in the axial direction of the elastic legs placed at the bottom of the base member. These elastic legs also contribute to improving the feeling of walking on the floor. [Embodiment 1] An embodiment of the present invention will be described below based on the drawings.
第1図に示したように、ベース部材1の中央部に上方に
向かって拡大する主動作凹部2を構成し、かつ上記主動
作凹部2の上部外周縁に、環状のスライド面3a及びそ
の外周縁に立ち上げた周壁3bからなる補助動作部3を
構成し、更に上記補助動作部3の周壁3bの上端から放
射方向に延びる環状のスライド鍔部4を構成する.上記
スライド鍔部4の上面は滑面に構成する。As shown in FIG. 1, a main operation recess 2 that expands upward is formed in the center of the base member 1, and an annular slide surface 3a and an annular slide surface 3a are formed on the upper outer peripheral edge of the main operation recess 2. An auxiliary operating section 3 is constituted by a circumferential wall 3b raised on the periphery, and an annular slide collar section 4 extending radially from the upper end of the circumferential wall 3b of the auxiliary operating section 3 is constituted. The upper surface of the slide collar portion 4 is configured to be a smooth surface.
上記主動作凹部2の底部には、第1図及び第3図に示し
たように、規制円孔5を穿設し、その内周上縁から抜け
止め鍔6を内側に張出させる。As shown in FIGS. 1 and 3, a regulating circular hole 5 is bored at the bottom of the main operation recess 2, and a retaining collar 6 is made to project inward from the upper edge of the inner periphery.
また上記ベース部材lの下面側には、上記主動作凹部2
の構成にともなって突出した突部の周囲に、第1図及び
第3図に示したように、45゜の角度間隔でスライド鍔
部4の周端まで放射方向に伸びるリブ7a.7a・・・
、7b、7b・・・を構成する。上記リブ7a.7a・
・・は二条を一体に構成し、リブ7b.7b・・・は一
条のみで構成したものである。いずれちスライド鍔部4
、補助動作部3のスライド面3a及び主動作凹部2の下
面から垂下し、その下端は、上記突部の下面に構成した
規制円孔5の周縁下端と同一高さとする。また上記各リ
ブ7a.7a・・・の外端下部には各々脚支持部8を設
け、これらの支持孔に各々概略ひようたん型の弾性脚9
を挿入保持させる。Further, the main operation recess 2 is provided on the lower surface side of the base member l.
As shown in FIGS. 1 and 3, ribs 7a. . 7a...
, 7b, 7b... are configured. Said rib 7a. 7a・
. . constitutes two ribs integrally, and the rib 7b. 7b... is composed of only one line. Either slide flange 4
, hangs down from the slide surface 3a of the auxiliary operation part 3 and the lower surface of the main operation recess 2, and its lower end is at the same height as the lower end of the circumference of the regulating circular hole 5 formed on the lower surface of the protrusion. Moreover, each of the above-mentioned ribs 7a. A leg support part 8 is provided at the lower outer end of each of the parts 7a..., and an approximately gourd-shaped elastic leg 9 is provided in each of these support holes.
Insert and hold.
更に上記ベース部材1のスライド鍔部4の上面には、基
板部材10をスライド自在に載置する。Further, a substrate member 10 is slidably placed on the upper surface of the slide collar portion 4 of the base member 1.
上記基板部材10は平面から見て正方形の板材であり、
その下部中央には、結合円柱体l1を垂下構成する。上
記結合円柱体11は、第1図に示したように、その下端
が、前記補助動作部3のスライド面3aより僅かに高い
位置になるようにその長さを定める。また上記結合円柱
体11の下端中央には、円形凹部を形成し、その中央部
から基板部材10自体の上面に抜ける雌ネジ12を形成
する。The substrate member 10 is a square plate material when viewed from above,
At the center of the lower part, a connecting cylinder l1 is formed to hang down. As shown in FIG. 1, the length of the coupling cylindrical body 11 is determined so that its lower end is located at a position slightly higher than the sliding surface 3a of the auxiliary operating section 3. Further, a circular recess is formed at the center of the lower end of the coupling cylindrical body 11, and a female screw 12 is formed through the center thereof to the upper surface of the substrate member 10 itself.
そして上記ベース部材lと基板部材10とは弾性部材l
3により結合する。The base member l and the substrate member 10 are elastic members l.
Combined by 3.
上記弾性部材13は、特に第1図に示したように,中空
ボール状弾性体l4を基本として構成し、その直径方向
両端のうちの一方に下部結合円板l5を固設し、他方に
上面中央に雄ネジ16を立設した上部結合円板l7を固
設する.上記下部結合円板15は、前記規制円孔5より
小径であって抜け止め鍔6の内径よりは大径であるよう
にその径を定める.また上記上部結合円板17は上記抜
け止め鍔6の内径よりは小径に構成する。As particularly shown in FIG. 1, the elastic member 13 is basically constituted by a hollow ball-shaped elastic body l4, with a lower coupling disc l5 fixed to one of its diametrically opposite ends, and an upper surface to the other. Fix the upper coupling disk l7 with the male screw 16 erected in the center. The diameter of the lower coupling disk 15 is determined so that it is smaller in diameter than the regulation circular hole 5 and larger than the inner diameter of the retaining collar 6. Further, the upper coupling disk 17 is configured to have a smaller diameter than the inner diameter of the retaining collar 6.
しかして上記弾性部材13は、ベース部材1の抜け止め
鍔6の内側を通じて、その雄ネジl6、上部結合円板l
7及び中空ボール状弾性体l4を主動作凹部2中に装入
し、上記抜け止め鍔6に下端の下部結合円板15を係止
させる。更に上記上部結合円板l7の雄ネジl6を前記
雌ネジl2に螺合させる。なお上記中空ボール状弾性体
14はその両端方向に引っ張ることで上記抜け止め鍔6
の内側を通過し得る径になるものである。Therefore, the elastic member 13 passes through the inner side of the retaining collar 6 of the base member 1, and connects the male screw l6 and the upper coupling disc l.
7 and the hollow ball-shaped elastic body 14 are inserted into the main operation recess 2, and the lower coupling disk 15 at the lower end is locked with the retaining collar 6. Furthermore, the male screw l6 of the upper coupling disk l7 is screwed into the female screw l2. The hollow ball-shaped elastic body 14 can be pulled in the direction of both ends to release the retaining collar 6.
The diameter is such that it can pass through the inside of the
こうして上記ベース部材1と基板部材10は弾性部材l
3により結合することとなる。In this way, the base member 1 and the substrate member 10 are connected to the elastic member l.
3 will be combined.
また前記補助動作部3のスライド面3a上には、第1図
及び第2図に示したように、断面部が方形の環状チュー
ブl8をスライド自在に配置する。上記環状チューブ1
8は、その外径を上記周壁3bの径より小さく横成する
。また高さは上記補助動作部3の周壁3bの高さと一致
させる。上記環状チューブ18は、上記のように、スラ
イド面3aにスライド自在に配置するばかりでなく、上
記基板部材10の下面ともスライド自在にする。更に上
記環状チューブl8の外周と上記周壁3bの内面との間
には六十度の角度間隔でスプリング19、l9・・・を
配設する。Further, on the sliding surface 3a of the auxiliary operation section 3, as shown in FIGS. 1 and 2, an annular tube 18 having a square cross section is slidably arranged. The above circular tube 1
8 has an outer diameter smaller than the diameter of the peripheral wall 3b. Further, the height is made to match the height of the peripheral wall 3b of the auxiliary operation section 3. The annular tube 18 is not only slidably disposed on the slide surface 3a as described above, but also slidable on the lower surface of the substrate member 10. Further, springs 19, 19, . . . are arranged at angular intervals of 60 degrees between the outer periphery of the annular tube 18 and the inner surface of the peripheral wall 3b.
またこの例では上記基板部材10の上面には予め化粧材
20を貼付しておくものとする。Further, in this example, a decorative material 20 is attached to the upper surface of the substrate member 10 in advance.
この実旅例では、以上のように構成したので、各種建築
物の床を、地震その他の揺れを減衰させる機能を持った
ものとして構成するのに有用である。しかもその取付け
も簡単である.
先ず床を構成する対象の領域に一般の場合と同様に平坦
な床下地2lを構成する.
この免震床部材は、上記のように平坦に構成した床下地
2l上に連設配置すれば良い。即ちベス部材lの下面側
を下にして、隣接する免震床部材相互は、基板部材10
の側辺を相互に当接させつつ床下地2l上に敷設すれば
良い。このようにして全対象領域に敷設すれば作業は完
了である。In this actual journey example, the structure as described above is useful for configuring the floors of various buildings to have the function of attenuating earthquakes and other shaking. Moreover, it is easy to install. First, a flat subfloor 2l is constructed in the area where the floor is to be constructed, as in the general case. This seismic isolation floor member may be arranged in series on the floor base 2l that is configured flat as described above. That is, with the lower surface side of the base member l facing down, adjacent seismic isolation floor members are connected to each other with the base member 10
They may be laid on the subfloor 2l with their sides in contact with each other. The work is completed when the entire target area is covered in this way.
なお上記免震床部材の設置領域の外縁、即ち壁面等に隣
接する位置には若干隙間をあけておき、その位置に、地
震等の際に、その下部に、基板部材10及び化粧材20
の外縁付近が進退できる補助板体を配設して置くことと
する.
しかしてこの実施例の免震床部材は極めて容易に必要な
位置に設置して床を構成することができる。Note that a slight gap is left at the outer edge of the installation area of the seismic isolation floor member, that is, at a position adjacent to a wall surface, etc., and at that position, in the event of an earthquake, the substrate member 10 and the decorative material 20 are placed under the base member 10 and the decorative material 20.
We will install an auxiliary plate that allows the area near the outer edge to move forward and backward. Therefore, the seismic isolation floor member of this embodiment can be extremely easily installed in a required position to form a floor.
またこのようにこの免震床部材によって床な構成した場
合には、地震等により床下地21に振動が伝達した場合
にも、非常に効率的に免震作用を行なうことができる。Furthermore, when a floor is constructed using this seismic isolation floor member in this manner, even when vibrations are transmitted to the subfloor 21 due to an earthquake or the like, the seismic isolation effect can be performed very efficiently.
比較的小さな地震の場合であって、水平方向の揺れが、
主たる揺れ成分である場合には、弾性部材l3の下部結
合円板l5が、主動作凹部2の底部に構成した規制円孔
5の制限内で、相対的に、水平放射方向の自由な移動を
することができ、これに対応して上記基板部材10がス
ライド鍔部4上を相対的にスライド移動するため、ほぼ
完全に免震効果を得ることができる。また揺動がこれよ
り大きくなり、上記弾性部材13の下部結合円板15が
その水平放射方向の運動により上記規制円孔5の範囲を
越えようとするに至り、それと中空ボール状弾性体14
との結合部が抜け止め鍔6の内縁に接触するに至った場
合には、その結合部が、上記抜け止め鍔6の内縁に係合
することとなり、これを越える基板部材10のスライド
鍔部4上の相対的揺動は、上記弾性部材13の中空ボー
ル状弾性体l4の弾力的な伸縮性の及ぶ範囲内で行なわ
れ得る。なお上記中空ボール状弾性体14はいずれの方
向にち等しい弾力を持っており、伸縮の割合が大きい利
点がある。In the case of a relatively small earthquake, the horizontal shaking is
In the case where the vibration is the main shaking component, the lower coupling disk l5 of the elastic member l3 is relatively free to move in the horizontal radial direction within the limits of the regulation circular hole 5 formed at the bottom of the main movement recess 2. Correspondingly, the base plate member 10 relatively slides on the slide flange 4, so that an almost perfect seismic isolation effect can be obtained. Further, the swinging becomes larger than this, and the lower coupling disk 15 of the elastic member 13 attempts to exceed the range of the regulation circular hole 5 due to its horizontal radial movement, and the hollow ball-shaped elastic body 14
When the connecting portion comes into contact with the inner edge of the retaining collar 6, the connecting portion engages with the inner edge of the retaining collar 6, and the sliding collar portion of the base plate member 10 beyond this comes into contact with the inner edge of the retaining collar 6. The relative rocking of the elastic member 13 can be performed within the range of the elastic elasticity of the hollow ball-shaped elastic body l4 of the elastic member 13. The hollow ball-shaped elastic body 14 has the same elasticity in any direction, and has the advantage of a large expansion and contraction rate.
こうして揺動の小さい場合には弾性部材l3の下部結合
円板l5が規制円孔5内を水平放射方向に自由に移動し
得ることにより、基板部材10のスライド鍔部4上の自
由なスライド移動に規制を生ぜしめず,また揺動の大き
い場合には、弾性部材13の下部結合円板l5の動きが
規制範囲を超えようとするに至ると、基板部材10のス
ライド鍔部4上の自由なスライド移動は上記弾性部材l
3の中空ボール状弾性体l4の弾力的伸縮性の範囲で許
容され,効果的な免震作用が行なわれ得ることとなる訳
である。In this way, when the swing is small, the lower coupling disk l5 of the elastic member l3 can freely move in the horizontal radial direction within the regulation circular hole 5, so that the base plate member 10 can freely slide on the slide collar 4. If the movement of the lower coupling disc l5 of the elastic member 13 exceeds the regulation range, the free movement on the sliding collar 4 of the base plate member 10 may occur. The above-mentioned elastic member l
This means that the elastic elasticity of the hollow ball-shaped elastic body l4 of No. 3 is permissible, and an effective seismic isolation effect can be achieved.
更に極端に大きな地震で、基板部材10の水平方向への
非常に大きな相対的移動が生じ、弾性部材l3の中空ボ
ール状弾性体l4が極端に引き延ばされると、上記基板
部材10の下面に構成した結合円柱体1lが、前記補助
動作部3のスライド面3a上に載置した環状チューブl
8の内周に当接するに至る.そうすると、上記環状チュ
ーブ18は、前記スプリング19、l9・・・により弾
力的に規制されつつ、上記結合円柱体11に押されて放
射方向に移動することになる.
しかして上記スライド面3a.周壁3b.環状チューブ
18、スプリングl9、l9・・・及び結合円柱体l1
の作用により、この免震床部材に於ける振幅の限界付近
に於いで、上記結合円柱体11及びこれを構成した基板
部材10の水平放射方向への相対的移動が急に制限され
、途端にそれ以上の免震作用を失う、というような極端
な現象が生ぜず、徐々に緩やかに失われていくようにな
る。Furthermore, when an extremely large earthquake causes a very large relative movement of the substrate member 10 in the horizontal direction and the hollow ball-shaped elastic body l4 of the elastic member l3 is extremely stretched, the lower surface of the substrate member 10 is The coupled cylindrical body 1l is attached to the annular tube l placed on the sliding surface 3a of the auxiliary operation section 3.
It comes into contact with the inner circumference of 8. Then, the annular tube 18 is pushed by the coupling columnar body 11 and moves in the radial direction while being elastically restricted by the springs 19, l9, . . . . However, the slide surface 3a. Peripheral wall 3b. Annular tube 18, springs l9, l9..., and connecting cylindrical body l1
Due to this action, near the amplitude limit of this seismic isolation floor member, the relative movement in the horizontal radial direction of the coupled cylindrical body 11 and the substrate member 10 constituting it is suddenly restricted, and immediately An extreme phenomenon such as a loss of seismic isolation effect does not occur, and the seismic isolation effect is gradually lost.
このことにより、これによって支えられる床上の人や物
品等に加速度の急な変化による悪形響を減少させること
ができる。This can reduce the negative impact caused by sudden changes in acceleration on people, objects, etc. on the floor supported by this.
なお上下方向の振動に対しては、ベース部材lの下部に
配設した弾性脚9、9・・・の軸方向の弾力的伸縮作用
により、免震作用を確保する。In addition, with respect to vibrations in the vertical direction, a seismic isolation effect is ensured by the elastic expansion and contraction action in the axial direction of the elastic legs 9, 9, . . . arranged at the lower part of the base member l.
[発明の効果]
本発明によれば、地震その他の振動が生じた場合、床下
地に伝達した振動又は揺動等を大幅に遮断し、基板部材
以上の部材には極めて僅かな振動等以上のものは伝達さ
せないようにしたものである.
比較的小さな地震の場合には、弾性部材の下部が規制円
孔の制限内で水平放射方向の自由な移動を可能としたこ
とにより、上記基板部材のスライド鍔部上の自由なスラ
イド移動を確保してほぼ完全に免震効果を得,
また揺動がこれより大きくなった場合には、上記基板部
材のスライド鍔部上のスライド移動が、上記弾性部材の
弾力的な伸縮性の及ぶ範囲内で確保されることにより、
免農作用を得る.更に極端に大きな地震の場合には、上
記基板部材の下面に横成した結合円柱体が主動作凹部の
限界いっぱいまで揺動するに至ると、上記結合円柱体の
周側と前記補助動作部の周壁との間に構成した規制部材
の作用により、上記結合円柱体のそれ以上の揺動が弾力
的に規制されることになる。しかしてこの免震床部材に
於ける振幅の限界付近に於いて、急激に免震作用を失う
、というような極端な現象が生ぜず、徐々に緩やかに失
われていくようになる。このことにより、これによって
支えられる床上の人や物品等に加速度の急な変化による
悪影響を減少させることができる。[Effects of the Invention] According to the present invention, when an earthquake or other vibration occurs, the vibrations or rocking transmitted to the subfloor can be largely blocked, and members higher than the board member can be protected from more than extremely slight vibrations. Things are made not to be transmitted. In the case of a relatively small earthquake, the lower part of the elastic member can move freely in the horizontal radial direction within the limits of the regulating hole, ensuring free sliding movement on the sliding flange of the base plate member. If the rocking becomes larger than this, the sliding movement of the base plate member on the sliding flange will be within the range of the elastic elasticity of the elastic member. By ensuring that
Obtain agricultural immunity. Furthermore, in the case of an extremely large earthquake, when the coupling cylinder formed laterally on the lower surface of the base plate member swings to the full limit of the main operation recess, the circumferential side of the coupling column and the auxiliary operation part Further swinging of the coupled cylindrical body is elastically regulated by the action of the regulating member formed between the circumferential wall and the circumferential wall. However, near the limit of the amplitude of the seismic isolation floor member, an extreme phenomenon such as sudden loss of seismic isolation does not occur, but the seismic isolation effect is gradually lost. This can reduce the adverse effects of sudden changes in acceleration on people, objects, etc. on the floor supported thereby.
図面は本発明の一実施例を示したもので、第1図は床下
地に配設した状態の免震床部材の一部切欠概略正面図、
第2図は基板部材を取り除いた状態の免震床部材の概略
平面図、第3図は基板部材を取り除いた状態の免震床部
材の概略底面図である。
■・・・ベース部材、2・・・主動作凹部、3・・・補
助動作部、3a・・・スライド面、3b・・・周壁、4
・・・スライド鍔部、5・・・規制円孔、6・・・抜け
止め鍔、7a.7b・・・リブ、8・・・脚支持部、9
・・・弾性脚、10・・・基板部材、11・・・結合円
柱体、12・・・雌ネジ,l3・・・弾性部材、14・
・・中空ボール状弾性体、l5・・・下部結合円板、l
6・・・雄ネジ.17・・・上部結合円板、18・・・
環状チューブ、l9・・・スブリング、
20・・・化粧材、
2
1・・・床下地。The drawings show one embodiment of the present invention, and FIG. 1 is a partially cutaway schematic front view of a seismic isolation floor member installed in a floor substructure;
FIG. 2 is a schematic plan view of the seismic isolation floor member with the base plate member removed, and FIG. 3 is a schematic bottom view of the seismic isolation floor member with the base plate member removed. ■...Base member, 2...Main operation recess, 3...Auxiliary operation part, 3a...Sliding surface, 3b...Peripheral wall, 4
. . . Slide flange, 5. Regulation circular hole, 6. Removal prevention flange, 7a. 7b...Rib, 8...Leg support part, 9
... Elastic leg, 10 ... Substrate member, 11 ... Coupling cylindrical body, 12 ... Female screw, l3 ... Elastic member, 14.
...Hollow ball-shaped elastic body, l5...Lower coupling disk, l
6...Male thread. 17... Upper connecting disk, 18...
Annular tube, l9... subring, 20... decorative material, 2 1... floor base.
Claims (1)
面から見て円形の主動作凹部を構成し、上記主動作凹部
の上部外周縁に、リング状のスライド面及びその外周縁
に立ち上げた周壁からなる補助動作部を構成し、かつ上
記補助動作部の周壁の上端から放射方向に延びるスライ
ド鍔部を構成し、 上記ベース部材のスライド鍔部の上面に基板部材をスラ
イド自在に載置し、 上記基板部材の下面に、その周側が上記補助動作部の周
壁と対面する位置関係になるように結合円柱体を構成し
、 上記補助動作部の周壁と上記結合円柱体の周側との間に
、上記結合円柱体が相対的な放射方向の動きにより上記
主動作凹部の範囲を超えようとするに至った場合に、そ
れ以上の相対的な放射方向への動きを弾力的に規制する
規制部材を配設し、上記ベース部材と基板部材とを、下
端を上記ベース部材の主動作凹部の底部に、上端を上記
結合円柱体の下部に、それぞれ結合した弾性部材で結合
し、 上記主動作凹部の底部と上記弾性部材の下端との結合を
、上記弾性部材の下端が、上記底部中心を中心とする規
制円孔の範囲で、放射方向にのみ自由に移動できるよう
に構成し、 更に上記ベース部材の下部には複数の弾性脚を配設した
免震床部材。[Claims] In the center of the base member, a circular main operating recess is formed when viewed from a plane that is the operating area of the elastic member described later, and on the upper outer periphery of the main operating recess, a ring-shaped sliding surface and its an auxiliary operating section consisting of a peripheral wall raised on the outer periphery, and a sliding flange section extending in a radial direction from an upper end of the peripheral wall of the auxiliary operating section; a substrate member on the upper surface of the sliding flange section of the base member; A coupling cylindrical body is configured to be slidably mounted on the lower surface of the substrate member such that its peripheral side faces the peripheral wall of the auxiliary operation section, and the peripheral wall of the auxiliary operation section and the coupling cylindrical body If the connected cylindrical body attempts to exceed the range of the main operating concave part due to relative radial movement, it will prevent further relative radial movement. A regulating member that elastically regulates is disposed, and the base member and the substrate member are connected by an elastic member whose lower end is connected to the bottom of the main operation recess of the base member and whose upper end is connected to the lower part of the coupling columnar body. and connect the bottom of the main operation recess and the lower end of the elastic member so that the lower end of the elastic member can freely move only in the radial direction within the range of a regulating circular hole centered on the center of the bottom. A seismic isolation floor member comprising: further comprising: a plurality of elastic legs disposed at the bottom of the base member;
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34335089A JP2820475B2 (en) | 1989-12-29 | 1989-12-29 | Seismic isolation floor members |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34335089A JP2820475B2 (en) | 1989-12-29 | 1989-12-29 | Seismic isolation floor members |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03206260A true JPH03206260A (en) | 1991-09-09 |
JP2820475B2 JP2820475B2 (en) | 1998-11-05 |
Family
ID=18360843
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34335089A Expired - Lifetime JP2820475B2 (en) | 1989-12-29 | 1989-12-29 | Seismic isolation floor members |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2820475B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108572053A (en) * | 2017-11-27 | 2018-09-25 | 河南科技大学 | The quasi- raw spider web coiling auxiliary device of one kind |
-
1989
- 1989-12-29 JP JP34335089A patent/JP2820475B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108572053A (en) * | 2017-11-27 | 2018-09-25 | 河南科技大学 | The quasi- raw spider web coiling auxiliary device of one kind |
CN108572053B (en) * | 2017-11-27 | 2024-03-19 | 河南科技大学 | Auxiliary device for winding of pseudo-living cobweb |
Also Published As
Publication number | Publication date |
---|---|
JP2820475B2 (en) | 1998-11-05 |
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