JPH02186061A - Erarthquakeproof floor, fixed floor or floor structure at joint part with wall - Google Patents

Erarthquakeproof floor, fixed floor or floor structure at joint part with wall

Info

Publication number
JPH02186061A
JPH02186061A JP451789A JP451789A JPH02186061A JP H02186061 A JPH02186061 A JP H02186061A JP 451789 A JP451789 A JP 451789A JP 451789 A JP451789 A JP 451789A JP H02186061 A JPH02186061 A JP H02186061A
Authority
JP
Japan
Prior art keywords
floor
shaped
seismic isolation
wall
fixed
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
Application number
JP451789A
Other languages
Japanese (ja)
Other versions
JP2589361B2 (en
Inventor
Yoshikatsu Miura
義勝 三浦
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 JP1004517A priority Critical patent/JP2589361B2/en
Publication of JPH02186061A publication Critical patent/JPH02186061A/en
Application granted granted Critical
Publication of JP2589361B2 publication Critical patent/JP2589361B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To perfectly shield the earthquake power without obstructing walking and the traveling of a dolly by erecting a plurality of hard plates and elastic wave-shaped plates at a joint part between an earthquakeproof floor and a fixed floor. CONSTITUTION:A plurality of hard strip-shaped plates 3 are erected, keeping a certain intervals, between an earthquakeproof floor 1 and a common fixed floor 2. Each elastic wave-shaped strip-shaped plate 4 is erected between the hard strip-shaped plates 3, and the hard strip-shaped plates 3 are connected, keeping a certain intervals, by the elastic wave-shaped plates 4. The hard strip- shaped plate 3 can surely support the vertical load such as walking person, dolly, etc., and can be slided freely in the lateral direction. While, the elastic wave-shaped strip-shaped plate 4 can surely support a vertical load as in case of the hard strip-shaped plate 3, and prevents the lateral turning-down of the hard strip shaped plates 3.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、免震床と固定床若しくは壁とのジヨイント
部分の床構造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 structure at a joint portion between a seismic isolation floor and a fixed floor or wall.

〔従来の技術及び解決しようとする課題〕最近の建物で
は、計測器等の精密機器を置く床は、僅かな揺れをも回
避して精密な測定ができるように免震床とする場合が多
い。
[Conventional technology and problems to be solved] In modern buildings, the floors on which precision equipment such as measuring instruments are placed are often made of seismic isolation floors to avoid even the slightest shaking and enable precise measurements. .

このような床では建物自体の揺れが免震床に伝わらない
ように、又、地震時に免震床が抵抗しないように通常の
固定床若しくは壁とのジヨイント部分をエキスパンショ
ンジヨイント構造にする必要がある。
In order to prevent the vibration of the building itself from being transmitted to the seismic isolation floor, and to prevent the seismic isolation floor from resisting during an earthquake, it is necessary to use an expansion joint structure at the joint with the normal fixed floor or wall in such a floor. be.

叉、固定床と接する部分の免震床は歩行や台車の移動に
支障をきたさないように通常の床と同一レベルにする必
要があり、然も歩行及び台車の走行に充分耐えられる構
造とする必要があり、更に地震時には建物の振動に抵抗
しない構造とすることが望ましい。
Furthermore, the seismic isolation floor in contact with the fixed floor needs to be at the same level as a normal floor so as not to impede walking or the movement of a trolley, and it must also have a structure that can withstand walking and trolley movement. Furthermore, it is desirable to have a structure that does not resist the vibration of the building during an earthquake.

この発明はこのような事情に鑑みて開発されたもので、
歩行や台車の走行に何ら支障をきたすことがなく、且つ
これら荷重・振動等に充分耐えることができ、しかも地
震力を略完全に回避することができる免震床と固定床若
しくは壁とのジヨイント部分の床構造を提供することを
目的とするものである。
This invention was developed in view of these circumstances.
A joint between a seismic isolation floor and a fixed floor or wall that does not pose any hindrance to walking or running a trolley, can sufficiently withstand these loads and vibrations, and can almost completely avoid seismic forces. The purpose is to provide a partial floor structure.

〔問題点を解決するための手段〕[Means for solving problems]

この発明は免震床と固定床若しくは固定壁とのジヨイン
ト部分の床構造に関するもので、免震床と固定床若しく
は固定壁との間に複数枚の硬質帯状プレートを横方向に
自由にスライドできるように建て付け、当該硬質帯状プ
レート間に弾性波形プレートをそれぞれ建て付けた構成
とするか、免震床と固定床若しくは固定壁との間に波形
状をした複数枚の硬質帯状プレートを横方向にスライド
できるように建て付け、当該硬質帯状プレートどうしを
複数本の紐によって連結した構成とするか、若しくは免
震床と固定床若しくは固定壁との間に可動パネルを横方
向にスライドできるように建て付けた構成とすることに
より前記目的を達成するものである。
This invention relates to a floor structure at a joint between a seismic isolation floor and a fixed floor or a fixed wall, in which a plurality of rigid strip plates can be slid laterally freely between the seismic isolation floor and the fixed floor or fixed wall. Alternatively, a plurality of corrugated rigid strip plates can be installed horizontally between the seismic isolation floor and a fixed floor or fixed wall. Either the rigid strip plates are connected to each other by multiple strings, or a movable panel can be slid laterally between the seismic isolation floor and a fixed floor or fixed wall. The above purpose is achieved by having a built-in structure.

〔実施例] 以下、この発明を図示する一実施例によって説明する。〔Example] The present invention will be explained below with reference to an illustrated embodiment.

従来工法によって構成された免震床1と免震床でない一
般の固定床若しくは壁2との間に複数枚の硬質帯状プレ
ート1.・・・が一定間隔置きに建て付けられ、当該硬
質帯状プレート1.・・・間に弾性波形帯状プレート3
.・・・がそれぞれ建て付けられ、当該弾性波形帯状プ
レート3.・・・によって硬質帯状プレート1.・・・
どうしが一定間隔置きに連結されている(第1図参照)
A plurality of rigid strip-shaped plates 1. ... are erected at regular intervals, and the rigid strip plate 1. ... Elastic corrugated strip plate 3 between
.. ... are respectively erected, and the elastic corrugated strip plate 3. Rigid strip plate 1. ...
They are connected at regular intervals (see Figure 1)
.

硬質帯状プレート1.・・・は歩行者や台車等といった
鉛直荷重を確実に支持することができると共に、横方向
に自由にスライドできるものであり、一方弾性波形帯状
プレート3.・・・は硬質帯状プレートエと同様に鉛直
荷重を確実に支持することができると共に、硬質帯状プ
レート1゜・・・の横倒れを防ぐ役目を有するものであ
る。
Rigid strip plate 1. . . . can reliably support vertical loads such as pedestrians and trolleys, and can also slide freely laterally. On the other hand, the elastic corrugated strip plate 3. . . . can reliably support vertical loads in the same way as the hard belt-like plates 1°, and also have the role of preventing the hard belt-like plates 1° from falling laterally.

又、弾性波形帯状プレート3.・・・にはばね作用があ
り、従って、硬質帯状プレート1.・・・全体が横方向
に縮んだり、元の状態に復元してその位置を自由に変え
ることができる為、地震力は全てこのジヨイント部分で
吸収され、免震床1に伝達されることはない。
Also, an elastic corrugated strip plate 3. ... has a spring action, so that the rigid strip plate 1. ...Since the entire structure can be shrunk laterally or restored to its original state and its position can be freely changed, all seismic force is absorbed by this joint part and is not transmitted to the seismic isolation floor 1. do not have.

尚、硬質帯状プレート1.・・・として波形状のプレー
トを使用し、当該波形状のプレート1゜・・・どうしを
複数本の紐4.・・・によって連結してもよい(第2図
参照)。
In addition, hard strip plate 1. A wave-shaped plate is used as..., and the wave-shaped plates 1°... are tied together with multiple strings 4. They may be connected by ... (see Figure 2).

硬質帯状プレート1.・・・及び弾性波形帯状プレート
3.・・・としては、他に第3図及び第4図に図示する
ような形状のものも使用することができる。
Rigid strip plate 1. ...and elastic corrugated strip plate 3. . . , other shapes such as those shown in FIGS. 3 and 4 can also be used.

又、免震床1と固定床若しくは壁2との間に第5図に図
示するような可動床パネル5を横方向に自由にスライド
できるように設置することによっても水平力の免震床1
への伝達を回避することができる。
Furthermore, by installing a movable floor panel 5 as shown in FIG. 5 between the seismic isolation floor 1 and the fixed floor or wall 2 so as to be able to slide freely in the horizontal direction, the seismic isolation floor 1 can be prevented from absorbing horizontal forces.
transmission can be avoided.

当該可動床パネル5ば鉛直荷重を支持することができる
が、地震力等の横力を受けると横力の作用方向にスライ
ドし、且つ何れか一端部が浮きあがると同時に他端部が
はずれる為、免震床1の横移動が可動パネル5によって
阻止されることはない。
The movable floor panel 5 can support a vertical load, but when it receives a lateral force such as an earthquake force, it slides in the direction of the lateral force, and when one end lifts up, the other end comes off. , the lateral movement of the seismic isolation floor 1 is not blocked by the movable panel 5.

更に、第6図若しくは第7図に図示するように可動床パ
ネル5の一端を免震床1芳しくは固定床2の縁端部に上
下方向に回転自在に連結し、他端を他方の床に自由にス
ライドできるように載せておく構造としても水平力の免
震床1への伝達を回避することができる。
Furthermore, as shown in FIG. 6 or FIG. 7, one end of the movable floor panel 5 is connected to the edge of the seismic isolation floor 1 or the fixed floor 2 so as to be rotatable in the vertical direction, and the other end is connected to the edge of the seismic isolation floor 1 or the fixed floor 2. Transmission of horizontal force to the seismic isolation floor 1 can also be avoided by using a structure in which it is placed so that it can slide freely.

〔発明の効果〕〔Effect of the invention〕

この発明は、以上の構成からなるので以下の効果を有す
る。
Since the present invention has the above configuration, it has the following effects.

歩行や台車の走行に何ら支障をきたすことがなく、且つ
これら荷重・振動等に充分耐えることができ、しかも地
震力を略完全に回避することができる。
It does not pose any hindrance to walking or running a trolley, can sufficiently withstand these loads, vibrations, etc., and can almost completely avoid seismic force.

叉、免震床と固定床若しくは壁とのジョイン4゜ ト部分で地震力等の水平力が全て吸収される為、建物自
体の揺れが免震床に伝わることはない。
Furthermore, since all horizontal forces such as seismic forces are absorbed at the 4° joint between the seismic isolation floor and the fixed floor or wall, the shaking of the building itself will not be transmitted to the seismic isolation floor.

叉、構造も極めて簡単な為、施工、補修も簡単にできる
Moreover, since the structure is extremely simple, construction and repair are easy.

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

第1図から第7図はこの発明の一実施例を示したもので
、第1図及び第2図は免震床と固定床とのジヨイント部
分の斜視回、第3図及び第4図はその平面図、第5図、
第6図及び第7図は免震床と固定床とのジヨイント部分
の断面図である。 ■・・・免震床、2・・・固定床若しくは壁、3・・・
硬質帯状プレート、4・・・弾性波形帯状プレート、4
・・・紐、5・・・可動床パネル。
Figures 1 to 7 show one embodiment of the present invention. Figures 1 and 2 are perspective views of the joint portion between the seismic isolation floor and the fixed floor, and Figures 3 and 4 are Its plan view, Figure 5,
FIGS. 6 and 7 are cross-sectional views of the joint between the seismic isolation floor and the fixed floor. ■... Seismic isolation floor, 2... Fixed floor or wall, 3...
Rigid strip plate, 4...Elastic wave strip plate, 4
... String, 5... Movable floor panel.

Claims (3)

【特許請求の範囲】[Claims] (1)免震床と固定床若しくは壁との間に複数枚の硬質
帯状プレートが横方向にスライドできるように建て付け
てあり、且つ当該硬質帯状プレート間に弾性波形プレー
トがそれぞれ建て付けてあることを特徴とする免震床と
固定床若しくは壁とのジョイント部分の床構造。
(1) A plurality of rigid strip plates are installed between the seismic isolation floor and the fixed floor or wall so that they can slide laterally, and elastic corrugated plates are installed between the rigid strip plates. A floor structure at a joint portion between a seismic isolation floor and a fixed floor or wall, characterized by:
(2)免震床と固定床若しくは壁との間に波形状をした
複数枚の硬質帯状プレートが横方向にスライドできるよ
うに建て付けてあり、当該硬質帯状プレートどうしが複
数本の紐によって連結してあることを特徴とする免震床
と固定床若しくは壁とのジョイント部分の床構造。
(2) A plurality of corrugated rigid strip plates are installed between the seismic isolation floor and the fixed floor or wall so that they can slide laterally, and the rigid strip plates are connected to each other by multiple strings. A floor structure at the joint part between a seismic isolation floor and a fixed floor or wall, characterized by:
(3)免震床と固定床若しくは壁との間に可動パネルが
横方向にスライドできるように設置してあることを特徴
とする免震床と固定床若しくは壁とのジョイント部分の
床構造。
(3) A floor structure at a joint portion between a seismic isolation floor and a fixed floor or wall, characterized in that a movable panel is installed between the seismic isolation floor and the fixed floor or wall so that it can slide laterally.
JP1004517A 1989-01-11 1989-01-11 Floor structure of the joint between the base-isolated floor and fixed floor or wall Expired - Fee Related JP2589361B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1004517A JP2589361B2 (en) 1989-01-11 1989-01-11 Floor structure of the joint between the base-isolated floor and fixed floor or wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1004517A JP2589361B2 (en) 1989-01-11 1989-01-11 Floor structure of the joint between the base-isolated floor and fixed floor or wall

Publications (2)

Publication Number Publication Date
JPH02186061A true JPH02186061A (en) 1990-07-20
JP2589361B2 JP2589361B2 (en) 1997-03-12

Family

ID=11586246

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1004517A Expired - Fee Related JP2589361B2 (en) 1989-01-11 1989-01-11 Floor structure of the joint between the base-isolated floor and fixed floor or wall

Country Status (1)

Country Link
JP (1) JP2589361B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04105359U (en) * 1991-02-22 1992-09-10 鹿島建設株式会社 Joint between seismic isolation floor and fixed floor
JP2007023667A (en) * 2005-07-20 2007-02-01 Chubu Corporation Movable floor for seismic isolation structure
JP2015068161A (en) * 2013-09-30 2015-04-13 株式会社金澤製作所 Base isolation rocking floor

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6358991A (en) * 1986-08-29 1988-03-14 ジューキ株式会社 Circuit forming system
JPS63171548U (en) * 1987-04-30 1988-11-08
JPH01198963A (en) * 1988-01-29 1989-08-10 Toyo Linoleum Co Ltd Vibrationproof floor member

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6358991A (en) * 1986-08-29 1988-03-14 ジューキ株式会社 Circuit forming system
JPS63171548U (en) * 1987-04-30 1988-11-08
JPH01198963A (en) * 1988-01-29 1989-08-10 Toyo Linoleum Co Ltd Vibrationproof floor member

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04105359U (en) * 1991-02-22 1992-09-10 鹿島建設株式会社 Joint between seismic isolation floor and fixed floor
JP2007023667A (en) * 2005-07-20 2007-02-01 Chubu Corporation Movable floor for seismic isolation structure
JP4673154B2 (en) * 2005-07-20 2011-04-20 株式会社中部コーポレーション Movable floor for seismic isolation structure
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
JP2589361B2 (en) 1997-03-12

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