JPS637636Y2 - - Google Patents

Info

Publication number
JPS637636Y2
JPS637636Y2 JP15156586U JP15156586U JPS637636Y2 JP S637636 Y2 JPS637636 Y2 JP S637636Y2 JP 15156586 U JP15156586 U JP 15156586U JP 15156586 U JP15156586 U JP 15156586U JP S637636 Y2 JPS637636 Y2 JP S637636Y2
Authority
JP
Japan
Prior art keywords
floor
spring body
floating floor
nonlinear spring
floating
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
Application number
JP15156586U
Other languages
Japanese (ja)
Other versions
JPS6259237U (en
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 filed Critical
Priority to JP15156586U priority Critical patent/JPS637636Y2/ja
Publication of JPS6259237U publication Critical patent/JPS6259237U/ja
Application granted granted Critical
Publication of JPS637636Y2 publication Critical patent/JPS637636Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、全方向の水平移動に対する免震を図
ることができる床構造に関するものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a floor structure that can provide seismic isolation against horizontal movement in all directions.

(従来の技術) 従来の免震床構造として、浮し床を線形バネで
支持して、地震から電子計算機を守るものが提案
されている。
(Prior Art) As a conventional seismic isolation floor structure, one has been proposed in which a floating floor is supported by linear springs to protect computers from earthquakes.

(考案が解決しようとする問題点) しかしながら、この線形バネとして、特に長周
期の線形バネを用いると、入力レベルが非常に大
きい場合には、浮し床の変位が大きくなり、この
床が建物と衝突することがあつた。
(Problem that the invention aims to solve) However, if a particularly long-period linear spring is used as this linear spring, if the input level is very large, the displacement of the floating floor will become large, and this floor will become a building block. There was a collision with

本考案の目的は線形バネの欠点を除去し、免震
効果の大きな免震床構造を提供することにある。
The purpose of the present invention is to eliminate the drawbacks of linear springs and provide a seismic isolation floor structure with a large seismic isolation effect.

(問題点を解決するための手段) 本考案は、建物床1上で浮し床2下方に非線形
バネ体3を保持手段5,6で保持してあり、上記
非線形バネ体は中心部に支持体4が厚み方向に貫
通し、厚みが中心から外側に向けて肉厚になつて
おり、上記支持体は基部を建物床上に摺動可能に
立設しかつ上端部で上記浮し床を受けているもの
である。
(Means for solving the problem) In the present invention, a nonlinear spring body 3 is held below a floating floor 2 on a building floor 1 by holding means 5, 6, and the nonlinear spring body is supported at the center. The body 4 penetrates in the thickness direction, and the thickness becomes thicker from the center toward the outside, and the support has a base that is slidably erected on the building floor, and an upper end that receives the floating floor. It is something that

(作用) 非線形バネ体3によつて、変形が大きくなるに
つれて、次第に剛性が大きくなり、変形を抑制し
復元する力が次第に大きくなり、精密機器等を免
震する。
(Function) Due to the nonlinear spring body 3, as the deformation increases, the rigidity gradually increases, and the force for suppressing the deformation and restoring the body gradually increases, thereby seismically isolating the precision equipment.

(実施例) 以下本考案の実施例を図面に基づいて説明す
る。
(Example) Examples of the present invention will be described below based on the drawings.

電子計算機室内の建物床1の上方には、電子計
算機等の精密機器(図示せず。)を載置した浮し
床2が配設してある。浮し床2は、非線形バネ体
3と対になる支持体4により支持されている。
A floating floor 2 on which precision equipment (not shown) such as electronic computers is placed is provided above the building floor 1 in the computer room. The floating floor 2 is supported by a support body 4 paired with a nonlinear spring body 3.

非線形バネ体3は、上下両面に椀状の凹部3
a,3bを設けると共に、中心部に中心穴3cを
貫設してある。したがつて非線形バネ体3の断面
形状は第1図に示すように中心部が薄く、外周に
向けて次第に肉厚となつている。非線形バネ体3
は、その外周面に筒体5,5を取付けてある。各
筒体5,5に、建物床1から立設してある支持柱
6,6を挿通させて、ピン7,7で止めることに
より、非線形バネ体3を支持柱に保持してある。
非線形バネ体3の中心穴3cに上記支持体4が貫
通し、この支持体の基部は辷り板8上に位置し、
上端部は浮し床2を受けている。
The nonlinear spring body 3 has bowl-shaped recesses 3 on both upper and lower surfaces.
a and 3b are provided, and a center hole 3c is provided in the center. Therefore, the cross-sectional shape of the nonlinear spring body 3 is thin at the center and gradually becomes thicker toward the outer periphery, as shown in FIG. Nonlinear spring body 3
has cylinder bodies 5, 5 attached to its outer peripheral surface. Support columns 6, 6 erected from the building floor 1 are inserted into each of the cylinders 5, 5, and fixed with pins 7, 7 to hold the nonlinear spring body 3 on the support columns.
The support body 4 passes through the center hole 3c of the nonlinear spring body 3, and the base of this support body is located on the sliding plate 8,
The upper end receives a floating floor 2.

したがつて地震時に、建物床1の水平方向の揺
れに伴つて支持体4は辷り板8上を摺動するが、
この摺動は非線形バネ体3の弾性変形により、一
定範囲内に抑制されて、免振効果を発揮する。浮
し床2と建物床1との相対変位があまり大きくな
い範囲では、非線形バネ体3の外周側での固有周
期が長いため、浮し床に対する免震効果は大き
い。また、浮し床2と建物床1との相対変化が大
きくなれば、これに伴つて非線形バネ体の中心部
側のバネ定数が大きくなるために、浮し床2が建
物壁1aに衝突するのが避けられる。地震の揺れ
がおさまれば、非線形バネ体3の復元力により、
浮し床2は自動的に元位置に戻る。
Therefore, during an earthquake, the support body 4 slides on the sliding plate 8 as the building floor 1 shakes in the horizontal direction;
This sliding movement is suppressed within a certain range by the elastic deformation of the nonlinear spring body 3, thereby exhibiting a vibration isolation effect. In a range where the relative displacement between the floating floor 2 and the building floor 1 is not very large, the natural period on the outer peripheral side of the nonlinear spring body 3 is long, so the seismic isolation effect for the floating floor is large. Furthermore, as the relative change between the floating floor 2 and the building floor 1 increases, the spring constant on the center side of the nonlinear spring body increases, causing the floating floor 2 to collide with the building wall 1a. can be avoided. When the shaking of the earthquake subsides, due to the restoring force of the nonlinear spring body 3,
The floating floor 2 automatically returns to its original position.

(考案の効果) 以上のとおり本考案によれば、非線形バネ体を
用いているので、浮し床の固有周期が長くなり、
浮し床の加速度を小さくすることができ、また建
物床と浮し床との衝突を避けることができ、その
免震効果は大きい。また非線形バネ体は肉厚が中
心部から外側に向けて厚くなる構成であるので、
水平移動の範囲内では全方向の揺れに対して免震
することができる。
(Effects of the invention) As described above, according to the invention, since a nonlinear spring body is used, the natural period of the floating floor becomes longer.
The acceleration of the floating floor can be reduced, and collisions between the building floor and the floating floor can be avoided, and the seismic isolation effect is great. Also, since the nonlinear spring body has a structure in which the wall thickness increases from the center toward the outside,
Within the range of horizontal movement, it can be seismically isolated from shaking in all directions.

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

第1図は取付け状態を示す断面図、第2図は要
部の斜視図である。 1……建物床、2……浮し床、3……非線形バ
ネ体、4……支持体、5,6……保持手段。
FIG. 1 is a sectional view showing the installed state, and FIG. 2 is a perspective view of the main parts. DESCRIPTION OF SYMBOLS 1... Building floor, 2... Floating floor, 3... Nonlinear spring body, 4... Support body, 5, 6... Holding means.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建物床上で浮し床下方に非線形バネ体を保持手
段で保持し、上記非線形バネ体は中心部に支持体
が貫通し、厚みが中心から外側に向けて肉厚にな
つており、上記支持体は基部を建物床上に摺動可
能に立設しかつ上端部で上記浮し床を受けている
ことを特徴とする免震床構造。
A non-linear spring body is held by a holding means below the floating floor on the building floor, and the non-linear spring body has a support passing through the center, and the thickness becomes thicker from the center toward the outside. A seismic isolation floor structure characterized in that the base is slidably erected on the building floor and the upper end receives the floating floor.
JP15156586U 1986-10-03 1986-10-03 Expired JPS637636Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15156586U JPS637636Y2 (en) 1986-10-03 1986-10-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15156586U JPS637636Y2 (en) 1986-10-03 1986-10-03

Publications (2)

Publication Number Publication Date
JPS6259237U JPS6259237U (en) 1987-04-13
JPS637636Y2 true JPS637636Y2 (en) 1988-03-04

Family

ID=31068755

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15156586U Expired JPS637636Y2 (en) 1986-10-03 1986-10-03

Country Status (1)

Country Link
JP (1) JPS637636Y2 (en)

Also Published As

Publication number Publication date
JPS6259237U (en) 1987-04-13

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