JP2006016910A - Apparatus installing structure in clean room - Google Patents

Apparatus installing structure in clean room Download PDF

Info

Publication number
JP2006016910A
JP2006016910A JP2004197807A JP2004197807A JP2006016910A JP 2006016910 A JP2006016910 A JP 2006016910A JP 2004197807 A JP2004197807 A JP 2004197807A JP 2004197807 A JP2004197807 A JP 2004197807A JP 2006016910 A JP2006016910 A JP 2006016910A
Authority
JP
Japan
Prior art keywords
floor
clean room
equipment
gantry
stand
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
JP2004197807A
Other languages
Japanese (ja)
Inventor
Keisuke Sawa
啓介 沢
Takeshi Sekiguchi
猛 関口
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2004197807A priority Critical patent/JP2006016910A/en
Publication of JP2006016910A publication Critical patent/JP2006016910A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Floor Finish (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To rationalize installation work of an apparatus into a clean room. <P>SOLUTION: This structure is provided for installing an apparatus 6 on a floor, by aiming at the clean room for constituting the floor by supporting and laying a large number of floor panels 3 on floor joists by columns 4, by densely juxtaposing a large number of floor joists 2 at an interval on beams 1. In a position for installing the apparatus, the apparatus is directly installed on a stand, by substantially adjusting its upper surface level to an upper surface level of a surrounding floor panel, by installing the frame-shaped stand 11 on the floor joists, by omitting laying of the floor panel. A joint box 16 is incorporated into the stand for connecting the apparatus installed on the stand and respective kinds of main pipes arranged in an undefloor space. A base isolation device 12 is interposed as a base isolation stand between the floor joists and the stand, to secure base isolation clearance 14 around the stand. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、クリーンルームに各種の機器を設置するための構造に関する。   The present invention relates to a structure for installing various devices in a clean room.

周知のように、半導体や液晶等の精密部品、精密機器類の製造施設等としてのクリーンルームの床は、清浄度の維持等を主たる目的として通気性を有することが必要であることから、たとえば特許文献1に示されているように梁や根太を格子状に組んだ状態で設けてそれらの梁や根太の間に通気用の開口部を確保することが一般的である。
特開2003−56165号公報
As is well known, precision parts such as semiconductors and liquid crystals, clean room floors as manufacturing facilities for precision equipment, etc. need to have air permeability mainly for the purpose of maintaining cleanliness. As shown in Document 1, it is common to provide beams and joists in a grid-like state and secure an opening for ventilation between the beams and joists.
JP 2003-56165 A

図6はそのような構造の床の一例を示すもので、これは大断面の梁1の上に鉄骨からなる複数の根太2を並設状態で密に配置し、それら根太2上に、通気性を有する床パネル3を支柱4により支持して敷設することによって、全体として通気性を有するフリーアクセスフロア5を構成した構造のものである。   FIG. 6 shows an example of a floor having such a structure. In this structure, a plurality of joists 2 made of steel are densely arranged side by side on a beam 1 having a large cross section, and air is passed over these joists 2. This is a structure in which a free access floor 5 having air permeability as a whole is configured by supporting and laying a floor panel 3 having a property by a support column 4.

ところで、上記のようなフリーアクセスフロア5上に各種の機器6を設置する場合には、図示しているように機器の支持脚(アジャスタブルフット)7を床パネル3により直接支持することが基本となるが、最近では機器6が大型・大重量化する傾向にあることから床パネル3自体では荷重を安定に支持することが困難な場合もあり、その際には図6に示しているように支持脚7の位置で床パネル3を下方から支持するための補助支柱8を設けたり、さらにその補助支柱8を支持するために根太2の間に補助根太9を設ける必要もあり、したがって機器6の下部における保守点検スペースが犠牲になるばかりでなく、フリーアクセスフロア5の構造がいたずらに複雑化するとともに、その施工も極めて煩雑になることが不可避であった。   By the way, when various devices 6 are installed on the free access floor 5 as described above, it is fundamental that the support legs (adjustable feet) 7 of the devices are directly supported by the floor panel 3 as shown in the figure. However, recently, since the equipment 6 tends to be large and heavy, it may be difficult to stably support the load with the floor panel 3 itself, as shown in FIG. It is necessary to provide an auxiliary column 8 for supporting the floor panel 3 from below at the position of the support leg 7, and further to provide an auxiliary joist 9 between the joists 2 to support the auxiliary column 8. In addition to sacrificing the space for maintenance and inspection at the lower part of the floor, it is inevitable that the structure of the free access floor 5 is unnecessarily complicated and its construction is extremely complicated.

また、最近では、機器6の設置や保守のために床パネル3の各所に配管類を通すための開口部を多数設ける必要が生じる場合があり、また地震による被災を防止するために機器6を免震支持したいという要請も多いが、図6に示したような従来一般のフリーアクセスフロア5ではそのようなことには充分に対応できない場合があり、それを可能とする有効適切な改善策が望まれていた。   Recently, there are cases where it is necessary to provide a large number of openings for passing piping in various places of the floor panel 3 for installation and maintenance of the equipment 6, and the equipment 6 is installed to prevent damage caused by an earthquake. There are many requests to support seismic isolation, but the conventional free access floor 5 as shown in Fig. 6 may not be able to cope with such cases sufficiently, and there are effective and appropriate improvement measures to enable it. It was desired.

上記事情に鑑み、本発明は、梁上に多数の根太を間隔をおいて架設するとともにそれら根太上に多数の床パネルを支柱により支持して敷設することで床を構成するクリーンルームを対象として、その床上に機器を設置するための構造であって、機器を設置するべき位置においては床パネルの敷設を省略して根太上にフレーム状の架台を設置してその上面レベルを周囲の床パネルの上面レベルに略合致させ、その架台上に機器を直接設置したことを特徴とする。   In view of the above circumstances, the present invention is directed to a clean room that constitutes a floor by laying a large number of joists on a beam at intervals and supporting and laying a large number of floor panels on the joists on a pillar. It is a structure for installing equipment on the floor. At the position where the equipment is to be installed, the floor panel is not installed and a frame-like frame is installed on the joist, and the upper surface level of the surrounding floor panel is set. It is characterized in that the equipment is installed directly on the pedestal, approximately matching the upper surface level.

本発明では、架台上に設置される機器と床下空間に設けられる各種の主配管とを接続するためのジョイントボックスを架台に組み込むことが好ましい。また、根太と架台との間に免震装置を介装して架台を免震架台とすることも可能であり、その場合には架台と周囲の床パネルの間に免震クリアランスを確保すれば良い。   In the present invention, it is preferable that a joint box for connecting a device installed on the gantry and various main pipes provided in the underfloor space is incorporated in the gantry. It is also possible to install a base isolation device between the joists and the base, making the base a base isolation base. In that case, if seismic isolation clearance is secured between the base and the surrounding floor panel. good.

本発明によれば、機器を設置するべき位置においては床パネルを省略して根太上に設置した架台上に機器を設置することにより、大型かつ大重量の機器であっても安定に支持することが可能であることは言うに及ばず、従来のようにフリーアクセスフロアに対して格別の補強を必要としたり、床パネルに開口部を形成するといった面倒な施工手間を不要とでき、架台および機器の設置作業を極めて容易に行うことが可能となり、コストダウンを図ることができる。勿論、架台はフレーム状であるので通気性が損なわれることはなく、その周囲には同レベルで通常どうり床パネルを敷設することにより、床全体としてはフリーアクセスフロアとしての機能が損なわれることはなく、機器に対する保守に支障を来すことはない。   According to the present invention, in a position where equipment is to be installed, the floor panel is omitted and the equipment is installed on a base installed on the joist, thereby stably supporting even a large and heavy equipment. Needless to say, it is possible to eliminate the troublesome construction work of requiring special reinforcement for the free access floor or forming an opening in the floor panel as in the past. The installation work can be performed very easily, and the cost can be reduced. Of course, since the gantry is frame-shaped, air permeability is not impaired. By laying floor panels at the same level around the frame, the function of the floor as a whole is impaired. No, it will not hinder the maintenance of the equipment.

また、架台に配管接続用のジョイントボックスを組み込むことにより、機器に対する配管接続作業も容易に行うことができる。さらに、架台と根太との間に免震装置を介装して免震架台とすることにより、機器に対する免震効果が得られて地震時の転倒や損傷を有効に防止することができる。   Further, by incorporating a joint box for pipe connection into the gantry, the pipe connection work for the equipment can be easily performed. Furthermore, by providing a base isolation device with a base isolation device interposed between the base and the joists, it is possible to obtain a base isolation effect on the equipment and effectively prevent a fall or damage during an earthquake.

本発明の一実施形態を図1〜図4に示す。本実施形態は床がフリーアクセスフロアとして構成されるクリーンルームに機器を設置する場合の適用例であるが、機器の設置位置では床パネルの敷設を省略してそこには機器設置用の架台を根太上に設置することを主眼としている。   One embodiment of the present invention is shown in FIGS. This embodiment is an application example when equipment is installed in a clean room where the floor is configured as a free access floor. However, the installation of the floor panel is omitted in the equipment installation position, and a base for equipment installation is installed there. The main aim is to install it above.

すなわち、本実施形態では、クリーンルームの床の構造として、図6に示した従来のものと同様に梁1上に多数の根太2を架設して密に並設し、それら根太2上に支柱4を介して床パネル3を敷設する構成のフリーアクセスフロア5が採用されているのであるが、従来のように機器設置スペースも含めて床面全体に床パネル3を敷設するのではなく、機器6を設置するべき位置に対しては床パネル3の敷設および支柱4の設置を省略し、そこには根太2上に架台11を設置してその上面レベルを周囲の床パネル3の上面レベルに合致させ、その架台11上に機器6を設置することとしている。   That is, in this embodiment, as a floor structure of the clean room, a large number of joists 2 are laid on the beam 1 in the same manner as the conventional structure shown in FIG. The free access floor 5 having a configuration in which the floor panel 3 is laid down is adopted, but the floor panel 3 is not laid on the entire floor surface including the equipment installation space as in the prior art, but the equipment 6 The installation of the floor panel 3 and the installation of the column 4 are omitted for the position where the floor is to be installed, and the frame 11 is installed on the joist 2 so that the upper surface level matches the upper surface level of the surrounding floor panel 3. The device 6 is installed on the gantry 11.

架台11はH形鋼等の鋼材を縦横に連結することにより、機器6の外形輪郭に合致する形状をなすとともに多数の支持脚(アジャスタブルフット)7の全てを直接支持し得るフレーム状に形成されたものである。そして、その架台11は根太2上に多数(図示例では全12台)の免震装置12により免震支持されているとともに、図示は省略したが架台11の下面側にはバネ等の復元機構と、ダンパー等の振動減衰機構、および想定以上の過大振幅を規制するためのストッパー機構が備えられていて、この架台11はそのまま免震架台として機能するものとなっており、この架台11上に機器6を設置することでその機器6の地震時の水平振動を充分に抑制し速やかに減衰できるものとなっている。   The gantry 11 is formed in a frame shape capable of directly supporting all of a large number of support legs (adjustable feet) 7 while forming a shape that matches the outer contour of the device 6 by connecting steel materials such as H-shaped steel vertically and horizontally. It is a thing. The gantry 11 is seismically isolated and supported on the joists 2 by a large number (12 in the illustrated example) of seismic isolation devices 12, and although not shown, a restoring mechanism such as a spring is provided on the lower surface side of the gantry 11. And a vibration damping mechanism such as a damper, and a stopper mechanism for restricting excessive amplitude more than expected, and this gantry 11 functions as a seismic isolation gantry as it is. By installing the device 6, the horizontal vibration of the device 6 during an earthquake can be sufficiently suppressed and quickly damped.

そのような免震架台を構成するための免震装置12としては各種のものが実用化されているが、図示例では根太2上に設置した円形の支持板13上において全方向に転動可能なボールベアリングによるものを採用しており、そのような形式の免震装置12としてはたとえば特開2002−237690号公報に記載されているものが好適に採用可能である。なお、図示しているように架台11と周囲の床パネル3との間には所定の免震クリアランス14を確保しておく必要があるが、その免震クリアラン14を塞ぐ必要がある場合には架台11の水平振動を拘束しないように床材を取り付ければ良く、必要であればそこにエキスパンションジョイントを設ければ良い。   Various types of seismic isolation devices 12 for constructing such a base isolation frame have been put into practical use, but in the illustrated example, they can roll in all directions on a circular support plate 13 installed on the joist 2. As the seismic isolation device 12 of such a type, for example, a device described in JP-A-2002-237690 can be suitably used. As shown in the figure, it is necessary to secure a predetermined seismic isolation clearance 14 between the gantry 11 and the surrounding floor panel 3, but when it is necessary to close the seismic isolation clear run 14 What is necessary is just to attach a flooring so that the horizontal vibration of the mount frame 11 is not restrained, and if necessary, an expansion joint may be provided there.

また、図3〜図4に示すように、架台11には多数の配管継手15を備えたジョイントボックス16が組み込まれるようになっている。すなわち、一般にクリーンルームの床下空間(ユーティリティフロア)には付帯設備として各種の主配管が設けられており、従来においては機器設置後にそれら主配管からの分岐管を機器に対して直接接続するようにしていたのであるが、そのような配管接続作業が必ずしも容易ではないことから、本実施形態では機器6の仕様に応じて予め製作したジョイントボックス16を架台11の適所に組み込んでおいて、図3に示すように根太2上に架台11を設置した時点で主配管17からの分岐管18をジョイントボックス16に予め接続しておくようにしている。それにより、架台11上に機器6を設置した時点では機器6側の二次側配管19をジョイントボックス16に接続するのみで良く、したがって機器設置後の配管工事を速やかにかつ容易に実施することが可能となっている。   As shown in FIGS. 3 to 4, a joint box 16 having a large number of pipe joints 15 is incorporated in the gantry 11. That is, in general, various main pipes are provided as ancillary facilities in the underfloor space (utility floor) of a clean room. Conventionally, branch pipes from these main pipes are directly connected to the equipment after the equipment is installed. However, since such pipe connection work is not always easy, in this embodiment, a joint box 16 manufactured in advance according to the specifications of the device 6 is incorporated in a suitable place of the gantry 11 and is shown in FIG. As shown, the branch pipe 18 from the main pipe 17 is connected in advance to the joint box 16 when the mount 11 is installed on the joist 2. As a result, when the device 6 is installed on the gantry 11, it is only necessary to connect the secondary pipe 19 on the device 6 side to the joint box 16, and therefore the piping work after the device is installed quickly and easily. Is possible.

上記の構造で機器6を設置するには、設置するべき機器6の種類や形態、総重量、支持脚7の位置や本数、各支持脚7に対する所要支持荷重、要求される免震性能等を考慮して、それに対応した架台11を予め製作しておき、その架台11を床パネル3の敷設作業と同時に、あるいは相前後して、免震装置12を介して根太2上に設置すれば良い。その際、架台11の搬入経路に制約があるようなような場合には、必要に応じて架台11を複数に分割して搬入可能な大きさとしておき、それを個別に搬入して現場において相互に連結すれば良い。また、架台11上に設置する機器6に対応するジョイントボックス16を予め製作して架台11に予め組み込んでおくか、あるいは架台11を設置した後に組み込み、それに主配管17からの分岐管18を接続しておく。   In order to install the device 6 with the above structure, the type and form of the device 6 to be installed, the total weight, the position and number of the support legs 7, the required support load for each support leg 7, the required seismic isolation performance, etc. In consideration thereof, a gantry 11 corresponding to the gantry 11 is manufactured in advance, and the gantry 11 may be installed on the joist 2 via the seismic isolation device 12 at the same time as or after the laying work of the floor panel 3. . At that time, if there is a restriction on the carry-in route of the gantry 11, the gantry 11 is divided into a plurality of sizes as necessary, and the size is set so as to be able to be carried in individually. You can connect to. In addition, a joint box 16 corresponding to the device 6 installed on the gantry 11 is manufactured in advance and incorporated in the gantry 11 in advance, or is installed after the gantry 11 is installed, and a branch pipe 18 from the main pipe 17 is connected thereto. Keep it.

以上で架台11の設置作業が完了したので、以降は適宜の時点で架台11上に機器6を設置し、ジョイントボックス16に機器側の二次側配管19を接続することのみで機器設置作業が完了する。   Since the installation work of the gantry 11 has been completed, the apparatus installation work can be performed only by installing the device 6 on the gantry 11 at an appropriate time and connecting the secondary pipe 19 on the device side to the joint box 16. Complete.

以上のように、機器を設置するべき位置においては床パネル3を省略して根太2上に架台11を設置し、その架台11に機器6を直接設置することにより、大型かつ大重量の機器6であっても安定に支持することが可能であることは言うに及ばず、床パネル3上に機器6を設置している従来の場合のようにフリーアクセスフロア5に対して格別の補強を行ったり、床パネル3に対して開口部を形成するといった面倒な施工手間を必要とすることなく、架台11および機器6の設置作業を極めて容易に行うことが可能となる。   As described above, the floor panel 3 is omitted at the position where the equipment is to be installed, the base 11 is installed on the joist 2, and the equipment 6 is directly installed on the base 11, so that the large and heavy equipment 6 is installed. However, it is needless to say that stable support is possible, and special reinforcement is performed on the free access floor 5 as in the conventional case where the device 6 is installed on the floor panel 3. In addition, the installation work of the gantry 11 and the device 6 can be performed very easily without the need for troublesome construction work such as forming an opening with respect to the floor panel 3.

勿論、床パネル3に代えて架台11を設置するものの、その架台11はフレーム状であるからそれ自体の通気性は自ずと確保され、かつ架台11の周囲には通常どうり床パネル3を敷設しているから、フリーアクセスフロア5としての機能は何ら損なわれることはなく、機器6に対する保守も従来どうり何ら支障なく行うことができる。   Of course, although the gantry 11 is installed in place of the floor panel 3, the gantry 11 has a frame shape, so that the air permeability of the gantry itself is naturally secured, and the floor panel 3 is usually laid around the gantry 11. Therefore, the function as the free access floor 5 is not impaired at all, and the maintenance of the device 6 can be performed without any trouble.

また、架台11としては単なる鋼材をフレーム状に組み立てたもので良いからさしたるコストを必要とせずに容易に製作することができ、寧ろ上記のような施工性の向上と機器設置スペース分の床パネル3を省略できることから床施工に係わるコストダウンを図ることもできる。   Further, the gantry 11 can be easily manufactured without the need for cost because it is possible to assemble a simple steel material into a frame shape. Since 3 can be omitted, the cost for floor construction can be reduced.

さらに、架台11に配管接続用のジョイントボックス16を組み込むことにより機器6に対する配管接続作業も容易に行うことができる。加えて、上記のように架台11と根太2との間に免震装置12を支障なく介装して免震架台とすることが可能であるから、機器6に対する免震効果が得られて地震時の転倒や損傷を有効に防止することができる。   Furthermore, by incorporating the joint box 16 for pipe connection into the gantry 11, the pipe connection work for the device 6 can be easily performed. In addition, since the seismic isolation device 12 can be interposed between the gantry 11 and the joists 2 without any trouble as described above, the seismic isolation effect on the device 6 can be obtained and the earthquake It is possible to effectively prevent the fall and damage at the time.

以上で本発明の一実施形態を説明したが、本発明は上記実施形態に限定されるものでは勿論なく、様々な変形や応用が可能である。たとえば、上記実施形態では架台11と根太2との間に免震装置12を介装して免震架台として機能させるものとしたが、その必要がなければ、図5に示すように架台11を根太2上に直接設置してボルト締結等により根太2に対して固定してしまうことでも良いし、その場合、床パネル3を支持する支柱4を省略して図示しているように架台11に固定したアングル等により床パネルを支持することでも良い。さらに、機器6の仕様によってジョイントボックス16が不要であれば省略して差し支えない。   Although one embodiment of the present invention has been described above, the present invention is not limited to the above embodiment, and various modifications and applications are possible. For example, in the above embodiment, the seismic isolation device 12 is interposed between the gantry 11 and the joist 2 so as to function as a seismic isolation gantry. It may be installed directly on the joist 2 and fixed to the joist 2 by bolt fastening or the like, and in that case, the column 4 that supports the floor panel 3 is omitted and is attached to the mount 11 as shown in the figure. The floor panel may be supported by a fixed angle or the like. Furthermore, if the joint box 16 is unnecessary depending on the specifications of the device 6, it can be omitted.

本発明の実施形態である機器の設置構造を示す断面図である。It is sectional drawing which shows the installation structure of the apparatus which is embodiment of this invention. 同、平面図である。FIG. 同、拡大断面図である。FIG. 同、ジョイントボックスの一例を示す図である。It is a figure which shows an example of a joint box same as the above. 本発明の他の実施形態である機器の設置構造を示す断面図である。It is sectional drawing which shows the installation structure of the apparatus which is other embodiment of this invention. 従来一般のクリーンルームにおける機器の設置構造の一例を示す図である。It is a figure which shows an example of the installation structure of the apparatus in the conventional general clean room.

符号の説明Explanation of symbols

1 梁
2 根太
3 床パネル
4 支柱
5 フリーアクセスフロア
6 機器
7 支持脚
11 架台
12 免震装置
13 支持板
14 免震クリアランス
15 配管継手
16 ジョイントボックス
17 主配管
18 分岐管
19 二次側配管
DESCRIPTION OF SYMBOLS 1 Beam 2 joist 3 Floor panel 4 Support column 5 Free access floor 6 Equipment 7 Support leg 11 Mount 12 Seismic isolation device 13 Support plate 14 Seismic isolation clearance 15 Piping joint 16 Joint box 17 Main piping 18 Branch pipe 19 Secondary side piping

Claims (3)

梁上に多数の根太を間隔をおいて架設するとともにそれら根太上に多数の床パネルを支柱により支持して敷設することで床を構成するクリーンルームを対象として、その床上に機器を設置するための構造であって、
機器を設置するべき位置においては床パネルの敷設を省略して根太上にフレーム状の架台を設置してその上面レベルを周囲の床パネルの上面レベルに略合致させ、その架台上に機器を直接設置したことを特徴とするクリーンルームにおける機器の設置構造。
To install a large number of joists on the beam at intervals and to install equipment on the floor for a clean room that constitutes a floor by laying a large number of floor panels supported by pillars on the joists Structure,
At the position where the equipment should be installed, the installation of the floor panel is omitted and the frame-like pedestal is installed on the joist so that the upper surface level substantially matches the upper surface level of the surrounding floor panel, and the device is directly mounted on the pedestal. Equipment installation structure in a clean room characterized by installation.
請求項1記載のクリーンルームにおける機器の設置構造であって、
架台上に設置される機器と床下空間に設けられる各種の主配管とを接続するためのジョイントボックスを架台に組み込んだことを特徴とするクリーンルームにおける機器の設置構造。
The equipment installation structure in the clean room according to claim 1,
Equipment installation structure in a clean room, characterized in that a joint box for connecting equipment installed on the gantry and various main pipes provided in the underfloor space is incorporated in the gantry.
請求項1または2記載のクリーンルームにおける機器の設置構造であって、
根太と架台との間に免震装置を介装して架台を免震架台とし、その架台と周囲の床パネルの間に免震クリアランスを確保したことを特徴とするクリーンルームにおける機器の設置構造。
It is the installation structure of the apparatus in the clean room according to claim 1 or 2,
Equipment installation structure in a clean room characterized by installing a base isolation device between the joist and the base to make the base a base isolation base and securing a base isolation clearance between the base and the surrounding floor panel.
JP2004197807A 2004-07-05 2004-07-05 Apparatus installing structure in clean room Pending JP2006016910A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004197807A JP2006016910A (en) 2004-07-05 2004-07-05 Apparatus installing structure in clean room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004197807A JP2006016910A (en) 2004-07-05 2004-07-05 Apparatus installing structure in clean room

Publications (1)

Publication Number Publication Date
JP2006016910A true JP2006016910A (en) 2006-01-19

Family

ID=35791437

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004197807A Pending JP2006016910A (en) 2004-07-05 2004-07-05 Apparatus installing structure in clean room

Country Status (1)

Country Link
JP (1) JP2006016910A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011058255A (en) * 2009-09-10 2011-03-24 Hitachi Metals Techno Ltd Base for free access floor
JP2012097500A (en) * 2010-11-04 2012-05-24 Hitachi Metals Techno Ltd Base-isolated floor structure
JP2012188854A (en) * 2011-03-10 2012-10-04 Hitachi Metals Techno Ltd Base-isolated floor structure
JP2012188853A (en) * 2011-03-10 2012-10-04 Hitachi Metals Techno Ltd Base-isolated floor structure
JP2014015989A (en) * 2012-07-09 2014-01-30 Tokkyokiki Corp Base isolation structure, base isolation floor structure and clean room including the same
KR102177097B1 (en) * 2020-07-01 2020-11-10 주식회사 동양구조이앤알 Seismic reinforcing structure that combines multiple dampers and steel structures

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01122536U (en) * 1988-02-16 1989-08-21
JPH03209033A (en) * 1990-01-11 1991-09-12 Bridgestone Corp Damping device
JPH11150057A (en) * 1997-11-19 1999-06-02 Dainippon Screen Mfg Co Ltd Board processor
JPH11324294A (en) * 1998-05-19 1999-11-26 Ohbayashi Corp Vibration-proofing device for double floor room
JP2003307019A (en) * 2002-04-16 2003-10-31 Shimizu Corp Floor joist in clean room, floor joist connecting structure, and floor joist arranging method
JP2004068261A (en) * 2002-08-01 2004-03-04 Taisei Corp Hybrid structure floor system in building
WO2004038275A1 (en) * 2002-10-23 2004-05-06 Kinetic Systems, Inc. Microfabrication tool pedestal and method of use

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01122536U (en) * 1988-02-16 1989-08-21
JPH03209033A (en) * 1990-01-11 1991-09-12 Bridgestone Corp Damping device
JPH11150057A (en) * 1997-11-19 1999-06-02 Dainippon Screen Mfg Co Ltd Board processor
JPH11324294A (en) * 1998-05-19 1999-11-26 Ohbayashi Corp Vibration-proofing device for double floor room
JP2003307019A (en) * 2002-04-16 2003-10-31 Shimizu Corp Floor joist in clean room, floor joist connecting structure, and floor joist arranging method
JP2004068261A (en) * 2002-08-01 2004-03-04 Taisei Corp Hybrid structure floor system in building
WO2004038275A1 (en) * 2002-10-23 2004-05-06 Kinetic Systems, Inc. Microfabrication tool pedestal and method of use
JP2006504056A (en) * 2002-10-23 2006-02-02 キネティック システムズ,インコーポレーテッド Pedestals for micromachining tools and methods of use

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011058255A (en) * 2009-09-10 2011-03-24 Hitachi Metals Techno Ltd Base for free access floor
JP2012097500A (en) * 2010-11-04 2012-05-24 Hitachi Metals Techno Ltd Base-isolated floor structure
JP2012188854A (en) * 2011-03-10 2012-10-04 Hitachi Metals Techno Ltd Base-isolated floor structure
JP2012188853A (en) * 2011-03-10 2012-10-04 Hitachi Metals Techno Ltd Base-isolated floor structure
JP2014015989A (en) * 2012-07-09 2014-01-30 Tokkyokiki Corp Base isolation structure, base isolation floor structure and clean room including the same
KR102177097B1 (en) * 2020-07-01 2020-11-10 주식회사 동양구조이앤알 Seismic reinforcing structure that combines multiple dampers and steel structures

Similar Documents

Publication Publication Date Title
US9145701B2 (en) Earthquake resistant reinforcement apparatus, earthquake resistant building, and an earthquake resistant reinforcing method
JP2010024649A (en) Seismic strengthening structure and seismic strengthening method for double floor
JP6349207B2 (en) Fireproof structure of balcony
JP2006016910A (en) Apparatus installing structure in clean room
JP2008267524A (en) Vibration absorbing base device
KR102018001B1 (en) Safety ties for double bottom structures
JP6463636B2 (en) Seismic control ceiling structure
JP5156207B2 (en) Fireproof coating structure
JP2008202316A (en) Base isolation structure building
KR101996010B1 (en) water tank with cylindrical shape
JP2008255587A (en) Highly aseismatic structure of free access floor
JP5279798B2 (en) Base-isolated floor structure
JP6057371B2 (en) Seismic reinforcement
JPH0552028A (en) Damping double flooring construction
JP5290049B2 (en) Free access floor mount
JP5347557B2 (en) Column beam frame
JP2007009450A (en) Base isolation device and base isolation structure of building of panel construction method
JP4709645B2 (en) Building foundation bundles, under-floor structures of buildings and buildings
JP7303712B2 (en) unit building
JP2007070920A (en) Base isolated foundation structure, method of constructing base isolated foundation, and base isolator for use therein
JP5066485B2 (en) Method for adjusting natural period of base-isolated floor device and isolator
JP6665133B2 (en) Unit room floor structure and floor construction method
JP2007332567A (en) Structure of damping floor
JP6129484B2 (en) Floor support structure
JP2003293567A (en) Base isolation floor

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20070118

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081125

A131 Notification of reasons for refusal

Effective date: 20091218

Free format text: JAPANESE INTERMEDIATE CODE: A131

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100210

A131 Notification of reasons for refusal

Effective date: 20100309

Free format text: JAPANESE INTERMEDIATE CODE: A131

A02 Decision of refusal

Effective date: 20100629

Free format text: JAPANESE INTERMEDIATE CODE: A02