JPH063066B2 - Floor seismic isolation device - Google Patents
Floor seismic isolation deviceInfo
- Publication number
- JPH063066B2 JPH063066B2 JP8842287A JP8842287A JPH063066B2 JP H063066 B2 JPH063066 B2 JP H063066B2 JP 8842287 A JP8842287 A JP 8842287A JP 8842287 A JP8842287 A JP 8842287A JP H063066 B2 JPH063066 B2 JP H063066B2
- Authority
- JP
- Japan
- Prior art keywords
- seismic isolation
- support base
- isolation device
- support
- spring
- 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.)
- Expired - Lifetime
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Floor Finish (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、フリーアクセス床等に適用される免震装置
に関する。The present invention relates to a seismic isolation device applied to a free access floor or the like.
近年、コンピュータ、OA機器等に床振動を伝えないよ
うにするため、フリーアクセス床の免震装置が開発さ
れ、実用化されている。In recent years, a seismic isolation device for a free access floor has been developed and put into practical use in order to prevent the floor vibration from being transmitted to computers, OA equipment and the like.
この免震装置はフリーアクセス床を支持する根太と建物
躯体との間に配設されており、地震時等に建物躯体に生
じる水平振動を根太に伝えないようにしている。This seismic isolation device is installed between the joists supporting the free-access floor and the building frame, and prevents horizontal vibrations that occur in the building frame during an earthquake or the like from being transmitted to the joists.
ところで従来一般に知られている免震装置には相対水平
変位を抑制するとともに振動により移動した根太を元の
位置に戻すための復元力機能と、揺れを早く収束させる
ための減衰機能が要求される。By the way, conventional seismic isolation devices are required to have a restoring force function to suppress relative horizontal displacement and to return joists moved by vibration to their original position, and a damping function to quickly converge shaking. .
このため一例として特開昭61-179972号公報に示される
ように従来の免震装置には免震装置と復元装置をそれぞ
れ別に製作しておき、それぞれ間隔をおいて複数設けて
あるが、装置が大型化、複雑化するという欠点を免れな
かった。Therefore, as shown in Japanese Patent Laid-Open No. 61-179972, as an example, a conventional seismic isolation device has a seismic isolation device and a restoration device separately manufactured, and a plurality of seismic isolation devices are provided at intervals. Was unavoidable with the drawback of becoming larger and more complex.
この発明は以上の問題点を解決すべく創案されたもの
で、構造が簡単でコンパクトな床の免震装置を提供する
ことを目的とする。The present invention was devised to solve the above problems, and an object thereof is to provide a floor-based seismic isolation device having a simple structure and compact size.
この発明の免震装置は、躯体上に位置する根太を支持台
で支持し、その支持台に復元力機能、減衰機能をもたせ
たものである。支持台は躯体上に摺動自在に配設されて
おり、支持台上には根太が固定されている。支持台内の
中央にはスプリングとダンパーとが鉛直方向に配設され
ており、支持台上端部と躯体にはスプリング端部および
ダンパー端部と連結するユニバーサルジョイントが設け
られている。The seismic isolation apparatus of the present invention is one in which joists located on the skeleton are supported by a support base, and the support base is provided with a restoring force function and a damping function. The support is slidably arranged on the body, and joists are fixed on the support. A spring and a damper are vertically arranged in the center of the support base, and a universal joint that connects the spring end and the damper end to the upper end of the support base and the body is provided.
以上の構成において、スプリングには空気バネ、コイル
スプリング等を用いる。In the above structure, an air spring, a coil spring or the like is used as the spring.
以下、この発明を図面に示す実施例に基いて説明する。 Hereinafter, the present invention will be described based on embodiments shown in the drawings.
第1図はこの発明の一実施例を示すもので、建物躯体1
上には支持台2が配置されており、支持台2上には根太
10の端部が載置、固定されている。根太10の上面に
は複数の支持脚11が取り付けられており、支持脚11
上には床パネル12が設置されており、フリーアクセス
フロアが構成されている。FIG. 1 shows an embodiment of the present invention, which is a building frame 1
The support base 2 is arranged on the upper side, and the end portion of the joist 10 is placed and fixed on the support base 2. A plurality of support legs 11 are attached to the upper surface of the joist 10.
A floor panel 12 is installed above the floor panel 12 and constitutes a free access floor.
支持台2は第3図に示すようにリング状の底板4と、複
数の支脚7と、支持板8とからなり、支持板8を底板4
に取付けられた支脚7で支持することにより構成されて
いる。As shown in FIG. 3, the support base 2 is composed of a ring-shaped bottom plate 4, a plurality of support legs 7, and a support plate 8.
It is configured by being supported by a supporting leg 7 attached to the.
躯体1上面にはフッ素樹脂3が貼着されており、フッ素
樹脂3上面には、下面がフッ素樹脂加工された底板4が
載置されているので、支持台2は躯体1に対し水平移動
自在である。Since the fluororesin 3 is attached to the upper surface of the body 1 and the bottom plate 4 having the lower surface treated with fluororesin is placed on the upper surface of the fluororesin 3, the support base 2 can be moved horizontally with respect to the body 1. Is.
なお第2図に示すように躯体上に鋼板13等を設置し、
底板4下面にボールベアリング14を設けて鋼板13上
に載置してもよい。In addition, as shown in FIG. 2, the steel plate 13 etc. are installed on the body,
A ball bearing 14 may be provided on the lower surface of the bottom plate 4 and placed on the steel plate 13.
支持台2内の中央にはコイルスプリング5が配置されて
おり、コイルスプリング5内にはダンパー6が配置され
ている。支持板8の中央とその直下の躯体1には球ジョ
イント等のユニバーサルジョイント9が設けられてお
り、ユニバーサルジョイント9にはコイルスプリング5
端部およびダンパー6端部が連結されている。A coil spring 5 is arranged in the center of the support base 2, and a damper 6 is arranged in the coil spring 5. A universal joint 9 such as a ball joint is provided in the center of the supporting plate 8 and the body 1 immediately below the supporting plate 8, and the universal joint 9 has a coil spring 5
The ends and the ends of the damper 6 are connected.
従って支持台2は、常時は第4図に示すように定位置に
位置しているが、地震時等において建物に水平力が作用
すると第5図に示すように根太10とともに水平移動す
る。するとスプリング5の作用により水平変位を抑制す
るとともに支持台2に復元力が働き、ダンパー6の作用
および前記復元力によって生じる躯体1すなわちフッソ
樹脂3または鋼板13と底板4との摩擦力により減衰力
が働く。従って支持台2の水平振動はすみやかに収束
し、支持台2はもとの定位置に戻る。Therefore, the support base 2 is normally located at a fixed position as shown in FIG. 4, but when a horizontal force acts on the building during an earthquake or the like, it horizontally moves together with the joists 10 as shown in FIG. Then, the horizontal displacement is suppressed by the action of the spring 5 and the restoring force acts on the support base 2, and the damping force is generated by the action of the damper 6 and the friction force between the skeleton 1 or the fluororesin 3 or the steel plate 13 and the bottom plate 4 generated by the restoring force. Works. Therefore, the horizontal vibration of the support base 2 quickly converges, and the support base 2 returns to its original position.
復元機能をもたらすスプリングおよび免震装置のダンパ
ーは1台に組み込まれることとなり、装置全体が小形で
構造も簡単なものとなる。またスプリングおよびダンパ
ーは支持台内に設けてあるので、デッドスペースをとら
ないし、また据え付けも装置が一種類のものとなり施工
性がよい。The spring that provides the restoring function and the damper of the seismic isolation device will be incorporated into one unit, and the overall size of the device will be small and the structure will be simple. Further, since the spring and the damper are provided in the support base, a dead space is not taken up, and the installation can be done by one kind of device, and the workability is good.
第1図はこの発明の免震装置の実施例を示す断面図、第
2図は底板と躯体との取付関係を示す断面図、第3図は
支持台の斜視図、第4図、第5図は免震装置の作動状態
を示す断面図である。 1…躯体、2…支持台、3…フッソ樹脂、4…底板、5
…コイルスプリング、6…ダンパー、7…支脚、8…支
持板、9…ユニバーサルジョイント、10…根太、11
…支持脚、12…床パネル、13…鋼板、14…ボール
ベアリラグ。FIG. 1 is a sectional view showing an embodiment of a seismic isolation device of the present invention, FIG. 2 is a sectional view showing an attachment relationship between a bottom plate and a skeleton, and FIG. 3 is a perspective view of a support base, FIGS. The figure is a cross-sectional view showing an operating state of the seismic isolation device. DESCRIPTION OF SYMBOLS 1 ... Body, 2 ... Support stand, 3 ... Fluoro resin, 4 ... Bottom plate, 5
… Coil springs, 6… Dampers, 7… Support legs, 8… Support plates, 9… Universal joints, 10… Joists, 11
... Support legs, 12 ... Floor panel, 13 ... Steel plate, 14 ... Ball bear rug.
フロントページの続き (72)発明者 猪俣 享 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (56)参考文献 特開 昭52−49137(JP,A) 実開 昭58−44334(JP,U)Continuation of front page (72) Inventor, Inomata Ryo, Akasaka 1-2-7, Minato-ku, Tokyo Kashima Construction Co., Ltd. (56) Reference JP-A-52-49137 (JP, A) 44334 (JP, U)
Claims (1)
支持台上に根太を固定してなり、支持台内の中央にはス
プリングとダンパーを鉛直方向に配設し、支持台上端部
と躯体にはスプリング端部およびダンパー端部と連結す
るユニバーサルジョイントを設けてあることを特徴とす
る床の免震装置。1. A support base is slidably arranged on a body, and joists are fixed on the support base. A spring and a damper are vertically arranged in the center of the support base for support. A floor seismic isolation device characterized in that a universal joint for connecting the spring end and the damper end is provided on the upper end of the base and the body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8842287A JPH063066B2 (en) | 1987-04-10 | 1987-04-10 | Floor seismic isolation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8842287A JPH063066B2 (en) | 1987-04-10 | 1987-04-10 | Floor seismic isolation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63255463A JPS63255463A (en) | 1988-10-21 |
| JPH063066B2 true JPH063066B2 (en) | 1994-01-12 |
Family
ID=13942343
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8842287A Expired - Lifetime JPH063066B2 (en) | 1987-04-10 | 1987-04-10 | Floor seismic isolation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH063066B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0324542U (en) * | 1989-07-13 | 1991-03-13 | ||
| JPH03183864A (en) * | 1989-12-13 | 1991-08-09 | Ohbayashi Corp | Vibration isolator |
-
1987
- 1987-04-10 JP JP8842287A patent/JPH063066B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63255463A (en) | 1988-10-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0358009B2 (en) | ||
| JP3463115B2 (en) | 3D seismic isolation method and seismic isolation device | |
| KR102143344B1 (en) | Access Floor with Seismic Isolator with Activation Area and Deactivation Area | |
| JPH063066B2 (en) | Floor seismic isolation device | |
| JP2000304089A (en) | Building fall prevention device and pull-out prevention device for laminated rubber isolators | |
| JPH0217227Y2 (en) | ||
| JPH11200661A (en) | Vibration control method for connected structure | |
| JP3421088B2 (en) | Seismic isolation floor equipment and floor | |
| JP3747282B2 (en) | Hybrid seismic isolation device | |
| JP3806237B2 (en) | Low-floor seismic isolation device for display cases | |
| JPS627794Y2 (en) | ||
| JP3849624B2 (en) | Vibration damping device for use in damping type seismic isolation buildings | |
| JP3908334B2 (en) | Seismic isolation floor and free access floor | |
| JP2003172044A (en) | Seismic isolation device | |
| JPH039268B2 (en) | ||
| JPH0547221Y2 (en) | ||
| JP2541871B2 (en) | Seismic isolation floor structure | |
| KR102720458B1 (en) | The integrated vibration reduction table | |
| JPH0528273Y2 (en) | ||
| JP3254919B2 (en) | Three-dimensional seismic isolation device | |
| JPH0344920Y2 (en) | ||
| JPS6246026Y2 (en) | ||
| JP2552406B2 (en) | Vertical damping system for large-scale structures | |
| JP2610523B2 (en) | Isolation floor | |
| JPH09221866A (en) | Seismic isolation device |