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JPH0678660B2 - Floor structure - Google Patents
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JPH0678660B2 - Floor structure - Google Patents

Floor structure

Info

Publication number
JPH0678660B2
JPH0678660B2 JP21603788A JP21603788A JPH0678660B2 JP H0678660 B2 JPH0678660 B2 JP H0678660B2 JP 21603788 A JP21603788 A JP 21603788A JP 21603788 A JP21603788 A JP 21603788A JP H0678660 B2 JPH0678660 B2 JP H0678660B2
Authority
JP
Japan
Prior art keywords
floor
seismic isolation
wall
fixed
changing device
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
Application number
JP21603788A
Other languages
Japanese (ja)
Other versions
JPH0266249A (en
Inventor
憲一 箭野
義勝 三浦
利夫 矢部
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP21603788A priority Critical patent/JPH0678660B2/en
Publication of JPH0266249A publication Critical patent/JPH0266249A/en
Publication of JPH0678660B2 publication Critical patent/JPH0678660B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Floor Finish (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、免震床を組込むのに最適な床構造に関する。The present invention relates to a floor structure most suitable for incorporating a base isolation floor.

〔従来の技術〕[Conventional technology]

バネやベアリング等による伸縮又は転動部材を組込んだ
振動周期変更装置で床板を支承する防震、免震床が知ら
れている。
2. Description of the Related Art There are known earthquake-proof and seismic isolation floors that support a floor plate with a vibration cycle changing device incorporating a stretchable or rolling member such as a spring or a bearing.

地震等の外部振動を建物が受けたときに、前記振動周期
変更装置はこれが置かれた建物躯体の振動周期を振幅の
長いものに変換し、その結果該振動周期変更装置が支承
する床板をほとんど揺れのないものとすることができ
る。
When the building receives an external vibration such as an earthquake, the vibration cycle changing device converts the vibration cycle of the building frame in which it is placed into one with a long amplitude, and as a result, most of the floor boards supported by the vibration cycle changing device are converted. It can be stable.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

このような免震床を建物内に設ける場合に、該免震床は
建物躯体としての壁や壁に接続する固定床とは異なる変
位となるので縁を切る必要があり、両者間の取合いが問
題となる。
When such a seismic isolation floor is provided in a building, the seismic isolation floor has a displacement different from that of a wall as a building frame or a fixed floor connected to the wall, so it is necessary to cut the edge, and the engagement between the two It becomes a problem.

この場合、免震床と躯体との間に隙間を形成したのでは
床の有効面積が制限されることになる。また前記隙間を
塞ぐために免震床と壁に接続する固定床間にスライド自
在な別部材としての板を掛け渡したのでは、この板の個
所だけその厚さ分床面に段差ができ使い勝手の悪いもの
となる。
In this case, if a gap is formed between the seismic isolation floor and the skeleton, the effective area of the floor will be limited. Also, in order to close the gap, a plate as a separate slidable member was laid between the seismic isolation floor and the fixed floor connected to the wall. It will be bad.

本発明の目的は前記不都合を解消し、段差を設けること
なく免震床と壁又は壁に接続する固定床間を埋めること
ができる床構造を提供することにある。
An object of the present invention is to solve the above-mentioned inconvenience and to provide a floor structure capable of filling the space between the seismic isolation floor and a wall or a fixed floor connected to the wall without providing a step.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明は前記目的を達成するため、壁又は壁に接続する
固定床と振動周期変更装置上に載置した免震床間に、ゴ
ム,合成樹脂等の柔軟材による平板内にその厚さ方向
に、かつ適宜間隔で並列させて強固な支柱部材を埋設
し、上面からの鉛直荷重をこの支柱部材で受けることで
水平方向にのみ伸縮可能な床部材を配設したことを要旨
とするものである。
In order to achieve the above-mentioned object, the present invention provides a flat plate made of a flexible material such as rubber or synthetic resin in a thickness direction between a wall or a fixed floor connected to the wall and a base isolation floor mounted on a vibration cycle changing device. In addition, a strong strut member is embedded in parallel at appropriate intervals, and a floor member that can be expanded and contracted only in the horizontal direction is arranged by receiving the vertical load from the upper surface by the strut member. is there.

〔作用〕[Action]

本発明によれば、壁又は壁に接続する固定床と免震床間
は伸縮可能な床部材で同一レベルに充填され、この床部
材は例えば人が上に載ったり、物を載せた場合でもその
荷重は支柱部材が支承するので全体が鉛直方向に沈むこ
とはない。
According to the present invention, the space between the wall or the fixed floor connected to the wall and the seismic isolation floor is filled to the same level with a stretchable floor member, and this floor member is, for example, even when a person is placed on it or an object is placed thereon. The load is supported by the strut members, so that the whole does not sink vertically.

一方、地震により水平方向の力が作用し、免震床が別の
変位を生じるときは、支柱部材間の距離が変化すること
で前記床部材が水平方向に伸縮し、この床部材が緩衝材
として作用する。
On the other hand, when a horizontal force is applied by the earthquake to cause another displacement of the base-isolated floor, the floor member expands and contracts in the horizontal direction due to the change in the distance between the support members, and the floor member absorbs the cushioning material. Acts as.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本発明の床構造の1実施例を示す側面図で、図
中1は壁、2は壁1に接続する固定床、3は床コンクリ
ート4上に設けられる振動周期変更装置、5は該免震装
置で支承される免震床である。
FIG. 1 is a side view showing an embodiment of a floor structure of the present invention, in which 1 is a wall, 2 is a fixed floor connected to the wall 1, 3 is a vibration cycle changing device provided on a floor concrete 4, 5 Is a seismic isolation floor supported by the seismic isolation device.

本実施例では前記振動周期変更装置3は、スチールボー
ル等の球体3bを用いたもので、この球体3bを上面に円錐
凹部を形成したある程度厚さの受け皿3aに転動可能に載
置した。
In the present embodiment, the vibration cycle changing device 3 uses a spherical body 3b such as a steel ball, and the spherical body 3b is rotatably mounted on a tray 3a having a certain thickness with a conical recess formed on the upper surface.

なお、詳細の図示は省略するが、前記球体3bは、支持脚
8を介して免震床5を支承する根太9の底面に、空気バ
ネを有する支持体3cを取付け、この支持体3c内に下部を
露出させて納めたものである。
Although not shown in detail, the spherical body 3b is provided with a support body 3c having an air spring on the bottom surface of a joist 9 supporting the seismic isolation floor 5 via the support legs 8 and is provided in the support body 3c. It is the one with the lower part exposed.

前記固定床2と免震床5とは隙間を有するが、両者間の
下方に跨るように架台6を設け、この架台6上で固定床
2と免震床5とを接続するように伸縮可能な床部材7を
配設する。
The fixed floor 2 and the seismic isolation floor 5 have a gap, but a pedestal 6 is provided so as to straddle between the fixed floor 2 and the seismic isolation floor 5, and the pedestal 6 can be expanded and contracted so as to connect the fixed floor 2 and the seismic isolation floor 5. The floor member 7 is provided.

該床部材7は、第2図、第3図に示すようにゴムや合成
樹脂等の柔軟材7aで製造したマットタイプの厚みのある
平板に、その厚さ方向に木材や合成樹脂、あるいは金属
等の材料でできた強固な支柱部材7bを適宜間隔で並列さ
せて埋設した。
As shown in FIGS. 2 and 3, the floor member 7 is a mat-type thick flat plate made of a flexible material 7a such as rubber or synthetic resin, and wood, synthetic resin, or metal in the thickness direction. Strong pillar members 7b made of the above materials were embedded in parallel at appropriate intervals.

柔軟材7aとこの支柱部材7bとの組合せを強固にするた
め、支柱部材7bは上下部にフランジ7cを形成し、かつこ
のフランジ7cは柔軟材7aの上下面に顕出させる。
In order to strengthen the combination of the flexible member 7a and the strut member 7b, the strut member 7b is formed with flanges 7c at the upper and lower portions, and the flanges 7c are exposed on the upper and lower surfaces of the flexible member 7a.

また、支柱部材7bの並列状態は特に限定はなく、図示の
ごとく波形線をなすように配設したり、千鳥状、格子状
など様々であり、ただ該支柱部材7bの相互間隔は、後述
のごとく床部材7にかかる鉛直荷重を支えられるだけ密
で、しかも床部材7が水平方向に変位する場合に、これ
ら支柱部材7bがぶつかり合わない程度のものに選定す
る。
Further, the parallel state of the strut members 7b is not particularly limited, and the strut members 7b may be arranged so as to form a wavy line as shown in the drawing, or may be in a zigzag shape, a lattice shape, or the like. As described above, it is selected to be dense enough to support the vertical load applied to the floor member 7, and not to collide with the column members 7b when the floor member 7 is displaced in the horizontal direction.

なお、床部材7の厚さは固定床2及び免震床5と同じで
上面の面位置が両者と合致し、段差ができないものとす
る。
The thickness of the floor member 7 is the same as that of the fixed floor 2 and the seismic isolation floor 5, and the surface positions of the upper surfaces thereof coincide with each other so that no step can be formed.

次に、使用法について説明する。Next, the usage will be described.

前記床部材7は、地震のない平常時には床の一部として
固定床2と免震床5とを接続する。そして、この上に荷
物が置かれたり、人が歩行しても、それにより受ける鉛
直荷重を支柱部材7bが支え、鉛直方向に変形して沈むこ
とはない。
The floor member 7 connects the fixed floor 2 and the seismic isolation floor 5 as a part of the floor during normal times without an earthquake. Then, even if a luggage is placed on this or a person walks, the vertical load received thereby is supported by the column member 7b and is not deformed in the vertical direction to sink.

これが第4図に示す(a)の状態であるが、地震が発生
すると同図(b)のように水平方向に縮まる。
This is the state of (a) shown in FIG. 4, but when an earthquake occurs, it contracts in the horizontal direction as shown in (b) of the same figure.

すなわち、地震による水平方向の力が作用した場合は、
固定床2と免震床5とはその変位が異なり、免震床5は
振動周期変更装置3により固定床2に比べて周期の長い
揺れの少ない振動となる。
That is, when the horizontal force from the earthquake acts,
The fixed floor 2 and the seismic isolation floor 5 have different displacements, and the seismic isolation floor 5 has a period longer than that of the fixed floor 2 and less vibration due to the vibration period changing device 3.

その結果、固定床2と免震床5との間隔が変わり、これ
が狭まるときは床部材7も左右から押されるようになる
が、支柱部材7bの間隔が変わることにより該床部材7は
縮まる。一方、前記間隔がもとに復位する場合は該床部
材7も縮まった状態から伸びて復位する。
As a result, the distance between the fixed floor 2 and the seismic isolation floor 5 changes, and when it narrows, the floor member 7 is also pushed from the left and right, but the floor member 7 contracts due to the change in the distance between the pillar members 7b. On the other hand, when the floor member 7 is restored based on the distance, the floor member 7 also extends from the contracted state and then returns.

そして、第5図に示すように床部材7上に床仕上材とし
てのカーペット10を施すことも可能であり、この場合は
同図(a)に示すようなカーペット10の両サイドを連結
材11で床部材7に固定しておけば、同図(b)のごとく
変形する。
Then, as shown in FIG. 5, it is possible to provide a carpet 10 as a floor finishing material on the floor member 7. In this case, both sides of the carpet 10 as shown in FIG. If it is fixed to the floor member 7 with, it will be deformed as shown in FIG.

なお、前記実施例は固定床2と免震床5間を床部材7で
埋める場合について説明したが、固定床2がなく壁1と
免震床5間に配設することも考えられる。
In addition, although the said Example demonstrated the case where the floor member 7 was filled up between the fixed floor 2 and the seismic isolation floor 5, it is also possible to install it between the wall 1 and the seismic isolation floor 5 without the fixed floor 2.

〔発明の効果〕〔The invention's effect〕

以上述べたように本発明の床構造は、段差を設けること
なく壁又は壁に接続する固定床と免震床間を埋めること
ができ、この間の部材は免震床の性能を低下させること
もなく、また平常時は床としての使用が可能なものであ
る。
As described above, the floor structure of the present invention can fill the space between the wall or the fixed floor connected to the wall and the seismic isolation floor without providing a step, and the members in between can reduce the performance of the seismic isolation floor. It can be used as a floor during normal times.

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

第1図は本発明の床構造の1実施例を示す側面図、第2
図は本発明で使用する伸縮可能な床部材の平面図、第3
図はこの第2図のA−A線断面図、第4図はこの床部材
の変形前と変形後の状態を示す平面図、第5図は床部材
にカーペットを取付けた場合の変形前と変形後の状態を
示す側面図である。 1……壁、2……固定床 3……振動周期変更装置 3a……受け皿、3b……球体 3c……支持体、4……コンクリート床 5……免震床、6……架台 7……伸縮可能な床部材 7a……柔軟材、7b……支持部材 7c……フランジ、8……支持脚 9……根太、10……カーペット 11……連結材
FIG. 1 is a side view showing an embodiment of the floor structure of the present invention, and FIG.
FIG. 3 is a plan view of a stretchable floor member used in the present invention.
FIG. 4 is a cross-sectional view taken along the line AA of FIG. 2, FIG. 4 is a plan view showing a state before and after deformation of the floor member, and FIG. 5 shows a state before deformation when a carpet is attached to the floor member. It is a side view which shows the state after a deformation | transformation. 1 ... wall, 2 ... fixed floor 3 ... vibration cycle changing device 3a ... pan, 3b ... sphere 3c ... support, 4 ... concrete floor 5 ... seismic isolation floor, 6 ... frame 7 ... … Extensible floor member 7a …… Flexible material, 7b …… Supporting member 7c …… Flange, 8 …… Supporting leg 9 …… Joist, 10 …… Carpet 11 …… Connecting material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】壁又は壁に接続する固定床と振動周期変更
装置上に載置した免震床間に、ゴム,合成樹脂等の柔軟
材による平板内にその厚さ方向に、かつ適宜間隔で並列
させて強固な支柱部材を埋設し、上面からの鉛直荷重を
この支柱部材で受けることで水平方向にのみ伸縮可能な
床部材を配設したことを特徴とする床構造。
1. Between a wall or a fixed floor connected to the wall and a seismic isolation floor mounted on a vibration cycle changing device, in a flat plate made of a flexible material such as rubber or synthetic resin, in a thickness direction thereof and at an appropriate interval. A floor structure characterized in that a strong pillar member is embedded in parallel with each other, and a floor member that is capable of expanding and contracting only in the horizontal direction is arranged by receiving the vertical load from the upper surface by the pillar member.
JP21603788A 1988-08-30 1988-08-30 Floor structure Expired - Lifetime JPH0678660B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21603788A JPH0678660B2 (en) 1988-08-30 1988-08-30 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21603788A JPH0678660B2 (en) 1988-08-30 1988-08-30 Floor structure

Publications (2)

Publication Number Publication Date
JPH0266249A JPH0266249A (en) 1990-03-06
JPH0678660B2 true JPH0678660B2 (en) 1994-10-05

Family

ID=16682295

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21603788A Expired - Lifetime JPH0678660B2 (en) 1988-08-30 1988-08-30 Floor structure

Country Status (1)

Country Link
JP (1) JPH0678660B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02304176A (en) * 1989-05-18 1990-12-17 Shimizu Corp Displacement absorbing member in seismic isolation floor
JP2007230739A (en) * 2006-03-02 2007-09-13 Asyst Shinko Inc Stocker
JP4862711B2 (en) * 2007-03-20 2012-01-25 日立工機株式会社 Centrifuge rotor and centrifuge
JP2015068161A (en) * 2013-09-30 2015-04-13 株式会社金澤製作所 Base isolation rocking floor

Also Published As

Publication number Publication date
JPH0266249A (en) 1990-03-06

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