JPH07279386A - Vibration-proof structure for double floor - Google Patents

Vibration-proof structure for double floor

Info

Publication number
JPH07279386A
JPH07279386A JP7726094A JP7726094A JPH07279386A JP H07279386 A JPH07279386 A JP H07279386A JP 7726094 A JP7726094 A JP 7726094A JP 7726094 A JP7726094 A JP 7726094A JP H07279386 A JPH07279386 A JP H07279386A
Authority
JP
Japan
Prior art keywords
floor
vibration
silicone
cushion material
earthquake
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.)
Pending
Application number
JP7726094A
Other languages
Japanese (ja)
Inventor
Masaru Ishii
勝 石井
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP7726094A priority Critical patent/JPH07279386A/en
Publication of JPH07279386A publication Critical patent/JPH07279386A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To absorb the vertical movement of an earthquake and prevent the overturn accident of an important apparatus by fitting a gelatinousl cushion material to the column base of a stanchion supporting a system floor. CONSTITUTION:A system floor is supported on a skeleton slab 1 via floor stanchions 2, and an important apparatus such as a computer is mounted on the floor. A base plate 8 fixed to the column base of the floor stanchion 2 is slidably inserted to dowel pins 7 planted on a base plate 6 fixed to the skeleton slab l via anchors 5, and a gelatinous cushion material 9 is inserted between both base plates 6, 8. The cushion material 9 is gelatinized with the polymer of a silicone compound, an elastic material 10 such as a coil spring or a plate spring is used as a core material, and it is molded with silicone into an integral shape. The elastic material 10 restrained by silicone mainly corresponds with the elastic restoring force to vertical compressive force, corresponds with the elasto-plasticity of silicone to horizontal force, and absorbs the vertical vibration and horizontal vibration of the floor to prepare for an earthquake.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はシステムフロアー上に載
置されたコンピュータ等の重要機器を地震、その他の振
動から防ぐ二重床の防振構造に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-floor anti-vibration structure for protecting important equipment such as a computer mounted on a system floor from an earthquake and other vibrations.

【0002】[0002]

【従来の技術】従来、床上に載置されたコンピュータ等
の重要機器を地震動等の振動から防ぐため、防振床を設
けていた。この防振床の代表的なものとして免震床があ
る。
2. Description of the Related Art Conventionally, a vibration-proof floor has been provided in order to prevent important equipment such as a computer placed on the floor from vibration such as earthquake motion. A typical example of this anti-vibration floor is a base isolation floor.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、地震に
は直下型地震のように上下に大きく振動するものもあ
り、水平動にだけしか効果がない免震床では対応できな
かった。このため空気ゴムのように、上下動に有効な防
振装置も考えられるが、高価で実用的ではない。
However, there are some earthquakes that vibrate up and down much like a direct earthquake, and the seismic isolated floor, which is effective only for horizontal motion, could not be dealt with. Therefore, an anti-vibration device effective for vertical movement, such as air rubber, can be considered, but it is expensive and not practical.

【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とするところは、地震
等の上下動を効果的に吸収し、コンピュータ等の転倒事
故を防止する二重床の防振構造を提供する点にある。
The present invention has been proposed in view of the above problems of the prior art. The purpose of the present invention is to effectively absorb vertical movements such as an earthquake and to prevent a fall accident of a computer or the like. The point is to provide a vibration isolation structure for the heavy floor.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る二重床の防振構造は、躯体床スラブ上
に、システムフロアーをフロアー支柱を介して支持して
なる二重床において、前記フロアー支柱の柱脚にゲル状
クッション材を取り付けて構成されている。請求項2の
発明においては、前記ゲル状クッション材を、珪素化合
物の重合体をゲル状にした弾塑性体に弾性芯材を内蔵し
て構成したものである。
In order to achieve the above-mentioned object, a vibration isolation structure for a double floor according to the present invention is a double floor structure in which a system floor is supported on a skeleton floor slab via floor struts. In the floor, a gel cushion material is attached to the column bases of the floor pillars. According to a second aspect of the present invention, the gel cushion material is configured by incorporating an elastic core material into an elastoplastic body obtained by gelating a polymer of a silicon compound.

【0006】[0006]

【作用】本発明は前記したように、躯体床スラブ上に、
システムフロアーを支持する支柱の柱脚部に配設された
ほぼ100%近い弾塑性変形能力を有するゲル状クッシ
ョン材により、地震動等の上下動の動きを吸収すること
によって、システムフロアー上に載置されたコンピュー
タ等の重要機器の転倒等の事故を防止する。
The present invention, as described above, on the building floor slab,
The gel-like cushioning material, which has almost 100% elastic-plastic deformation capacity, is installed on the column base of the column that supports the system floor, and it absorbs vertical movements such as seismic motions, so that it can be placed on the system floor. Prevent accidents such as the fall of important devices such as computers.

【0007】[0007]

【実施例】以下、本発明を図示の実施例について説明す
ると、1は躯体床スラブで、フロアー支柱2を介してシ
ステムフロアー3が支持され、同システムフロアー3上
にコンピュータ4等の重要機器が載置されている。前記
躯体床スラブ1にアンカー5を介して固定されたベース
プレ−ト6上に植立されただぼピン7に、前記フロアー
支柱2の柱脚に固定されたベースプレ−ト8が可摺動的
に遊挿され、前記両ベースプレ−ト6,8間にゲル状ク
ッション材9が介装されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the illustrated embodiments. Reference numeral 1 is a skeleton floor slab on which a system floor 3 is supported via floor struts 2, and important equipment such as a computer 4 is mounted on the system floor 3. It has been placed. A base plate 8 fixed to the pillar base of the floor support 2 is slidably mounted on a base pin 6 fixed to the frame floor slab 1 via an anchor 5. It is loosely inserted, and a gel cushion material 9 is interposed between the base plates 6 and 8.

【0008】前記ゲル状クッション材9は珪素化合物の
重合体をゲル状にしたもので、例えばシリコーンのよう
に樹脂状物、ゴム状に成型加工して使用されているもの
である。前記ゲル状クッション材9には、コイルばね、
板ばね等の弾性材10を芯材としてシリコーンで一体形
状に成型され、シリコーンで拘束された弾性材10は主
として上下の圧縮力に弾性復元力で対応し、シリコーン
の弾塑性によって水平力に対応し、床の上下振動と水平
の振動を吸収して地震等に備える。
The gel cushion material 9 is a gel of a polymer of a silicon compound, and is used by molding it into a resinous material such as silicone or rubber. The gel cushion material 9 includes a coil spring,
The elastic material 10 such as a leaf spring is integrally molded with silicone using the elastic material 10 as a core material, and the elastic material 10 constrained by the silicone mainly responds to the compressive force of the upper and lower sides by the elastic restoring force, and responds to the horizontal force by the elastic-plasticity of the silicone. However, it absorbs vertical and horizontal vibrations of the floor and prepares for an earthquake.

【0009】なお従来のゴムや鉛の免震装置は主に水平
力に作用し、上下の振動には効果がない。図示の実施例
は前記したように構成されているので、地震時に直下型
のように大きく上下に振動した際、前記フロアー支柱2
はそのベースプレ−ト8と躯体床スラブ1より突設され
ただぼピン7とをガイドとして上下に移動し、前記両ベ
ースプレ−ト6,8間に介装されたゲル状クッション材
9によって地震による上下動を吸収し、システムフロア
ー3上のコンピュータ4の転倒を防止する。
The conventional rubber or lead seismic isolation device mainly acts on horizontal force and has no effect on vertical vibration. Since the illustrated embodiment is configured as described above, when the floor pillar 2 is vibrated up and down largely like a direct type during an earthquake,
Moves up and down with the base plate 8 and the slab 1 projecting from the body floor slab 1 as guides, and the gel cushion material 9 interposed between the base plates 6 and 8 causes an earthquake. The vertical movement is absorbed, and the computer 4 on the system floor 3 is prevented from falling.

【0010】また地震時における水平動に対しては、だ
ぼピン7によって大きく水平に床がずれるのを防止する
ものである。なお前記躯体床スラブ1とベースプレ−ト
6との間に水平方向の振動に有効な公知の免震床装置を
採用することによって、上下動はゲル状クッション材9
で、水平動は前記免震床装置で対処することができる。
Further, with respect to horizontal movement at the time of an earthquake, the dowel pin 7 prevents the floor from being largely displaced horizontally. By using a well-known seismic isolation floor device effective for horizontal vibration between the building floor slab 1 and the base plate 6, the vertical movement is caused by the gel cushion material 9
Then, the horizontal motion can be dealt with by the seismic isolation floor device.

【0011】[0011]

【発明の効果】本発明に係る二重床の防振構造によれ
ば、躯体床スラブ上にシステムフロアーを支持するフロ
アー支柱の柱脚部に、ゲル状クッション材を取り付けた
ので、同ゲル状クッション材の大きな弾塑性変形能力に
よって、効果的に衝撃力を吸収し、地震時の上下動の動
きを吸収し、システムフロアー上のコンピュータ等の重
要な機器の転倒事故を防止し、物が衝突した場合もその
変形能力によって衝撃力を吸収する。
According to the double floor vibration damping structure of the present invention, since the gel cushion material is attached to the column base portion of the floor strut for supporting the system floor on the skeleton floor slab, the gel shape is the same. The cushioning material's large elasto-plastic deformation capacity effectively absorbs impact force, absorbs vertical movements during an earthquake, prevents important equipment such as computers on the system floor from falling over, and causes objects to collide. Even when it does, its deformability absorbs the impact force.

【0012】請求項2の発明は、前記ゲル状クッション
材を、珪素化合物の重合体をゲル状にした弾塑性体に弾
性芯材を内蔵して構成し、その変形能力によって地震時
等における衝撃力を効果的に吸収するようにしたもので
ある。
According to a second aspect of the present invention, the gel cushion material is constructed by incorporating an elastic core material in an elasto-plastic body made of a polymer of a silicon compound in a gel form, and the deformability thereof causes an impact at the time of an earthquake or the like. It is designed to effectively absorb force.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る二重床の防振構造の一実施例を示
す縦断面図である。
FIG. 1 is a vertical cross-sectional view showing an embodiment of a double floor vibration-damping structure according to the present invention.

【図2】図1の部分Aの拡大図である。FIG. 2 is an enlarged view of a portion A of FIG.

【符号の説明】[Explanation of symbols]

1 躯体床スラブ 2 フロアー支柱 3 システムフロアー 4 コンピュータ 5 アンカー 6 ベースプレ−ト 7 だぼピン 8 ベースプレ−ト 9 ゲル状クッション材 10 弾性材 1 Body floor slab 2 Floor support 3 System floor 4 Computer 5 Anchor 6 Base plate 7 Dowel pin 8 Base plate 9 Gel cushion material 10 Elastic material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 躯体床スラブ上に、システムフロアーを
フロアー支柱を介して支持してなる二重床において、前
記フロアー支柱の柱脚にゲル状クッション材を取り付け
たことを特徴とする二重床の防振構造。
1. A double floor in which a system floor is supported on a skeleton floor slab via floor struts, wherein a gel cushion material is attached to a column base of the floor stanchion. Anti-vibration structure.
【請求項2】 前記ゲル状クッション材は、珪素化合物
の重合体をゲル状にした弾塑性体に弾性芯材を内蔵して
構成された請求項1記載の二重床の防振構造。
2. The vibration isolating structure for a double floor according to claim 1, wherein the gel cushion material is formed by incorporating an elastic core material into an elasto-plastic body made of a gel of a silicon compound polymer.
JP7726094A 1994-04-15 1994-04-15 Vibration-proof structure for double floor Pending JPH07279386A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7726094A JPH07279386A (en) 1994-04-15 1994-04-15 Vibration-proof structure for double floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7726094A JPH07279386A (en) 1994-04-15 1994-04-15 Vibration-proof structure for double floor

Publications (1)

Publication Number Publication Date
JPH07279386A true JPH07279386A (en) 1995-10-27

Family

ID=13628888

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7726094A Pending JPH07279386A (en) 1994-04-15 1994-04-15 Vibration-proof structure for double floor

Country Status (1)

Country Link
JP (1) JPH07279386A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108612337A (en) * 2018-05-08 2018-10-02 太原理工大学 Ancient building based on earthquake-resistant structure is reinforced and restorative procedure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108612337A (en) * 2018-05-08 2018-10-02 太原理工大学 Ancient building based on earthquake-resistant structure is reinforced and restorative procedure
CN108612337B (en) * 2018-05-08 2020-03-24 太原理工大学 Ancient building reinforcing and repairing method based on structural seismic resistance

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