JPS5915159A - Double floor structure - Google Patents
Double floor structureInfo
- Publication number
- JPS5915159A JPS5915159A JP12413882A JP12413882A JPS5915159A JP S5915159 A JPS5915159 A JP S5915159A JP 12413882 A JP12413882 A JP 12413882A JP 12413882 A JP12413882 A JP 12413882A JP S5915159 A JPS5915159 A JP S5915159A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- engage
- floor structure
- double
- groove
- 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
Links
Landscapes
- Floor Finish (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明はクリーンルーム等における二重床構造に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a double floor structure in a clean room or the like.
半導体製造工場等におけるクリーンルームでは、防塵作
業を容易にするだめに、二重床構造が採用されている。In clean rooms in semiconductor manufacturing factories and the like, a double floor structure is adopted to facilitate dust-proofing work.
第1図は従来の二重床構造を示す平面図、第2図はその
垂直断面図であり、従来の二重床構造はコンクリートス
ラブ等の床板1土に防水用長尺シート2を貼着して防水
床を形成し、その−ヒに鋼製はデスタル6をフロアパネ
ル4の規定寸法の各コーナーに配置し、その−に部にフ
ロアパネル4を載せて浮床を形成し、はデスタル6の耐
震性能向−ヒはタイバー5のような補強材により行って
いる。Figure 1 is a plan view showing a conventional double floor structure, and Figure 2 is a vertical cross-sectional view thereof. In the conventional double floor structure, a long waterproof sheet 2 is attached to a floor plate 1 such as a concrete slab. A waterproof floor is formed by placing a steel destal 6 on each corner of the specified dimensions of the floor panel 4, and a floating floor is formed by placing the floor panel 4 on the . The seismic performance is improved by reinforcing materials such as tie bars 5.
f−上記のような従来の二重床構造においては、長尺シ
ート2による防水床完成後、ばデスタル乙の位置決めの
だめのすみ出しを行い、はデスタル6を組立て、フロア
パネル4を敷き並べることにより二重床を構成していた
ので、2職種以上の職人による多工程の作業を心安とし
ていた。寸だべ′デスタル6を床板1にアンカー・する
場釡、防水層を破損しなければ々らず、補修を行っても
その信頼性は著しく低く、さらにクリーンルーム等に用
□いる場合、酸性系の耐薬品性能は著しく低いとともK
、・ぐネルの浮き上りや浮き上りによる歩行時の床き1
〜み音が発生し、耐震補強材等による清掃疎外も著しい
などの欠点があった。f- In the conventional double floor structure as described above, after the waterproof floor is completed using the long sheet 2, the steps for positioning the bottom deck 6 are made, the bottom deck 6 is assembled, and the floor panels 4 are laid out. Since the building was constructed with double floors, it was safe for multi-step work to be carried out by craftsmen of two or more professions. When anchoring the sundabe'destal 6 to the floorboard 1, the waterproof layer must be damaged, and even if repaired, its reliability is extremely low.Furthermore, when used in a clean room, etc., acidic The chemical resistance of K is extremely low.
,・Flooring when walking due to rising and floating of gunnel 1
There were drawbacks such as the generation of noise and the difficulty in cleaning due to seismic reinforcing materials.
この発明は以」二のような従来の欠点を改善するたd)
のもので、1tii1震補強リブを有する台座を防水用
床ノー1材に一体化し、上記台座に係合するフロア・2
ネルを敷きつめることにより、作業工程を簡素化し、フ
ロアパネルの浮き−ヒリを防止するとともに、除塵作業
等を容易にし、さらに防水機能を確保し、面1薬品性能
を向上させた二重床構造を提供することを目的としてい
る。This invention aims to improve the conventional drawbacks as follows.d)
A pedestal with 1tii1 seismic reinforcement ribs is integrated into a waterproof floor No. 1 material, and a floor 2 that engages with the pedestal is constructed.
A double floor structure that simplifies the work process, prevents floor panels from floating and cracking, and facilitates dust removal work by laying down flannel, which also ensures waterproof function and improves chemical performance. is intended to provide.
この発明は床板に貼着される防水用床シート材と、1制
震補強リブを有し、・かつ上記床シート材に一体化され
た複数の台座と、この台座に係合するように敷きつめら
れて浮床を形成、するフロアノミネルとを備えたことを
特徴とする二重床構造である。This invention has a waterproof floor sheet material that is attached to a floorboard, one vibration damping reinforcing rib, and a plurality of pedestals that are integrated with the floor sheet material, and a plurality of pedestals that are arranged to engage with the pedestals. It has a double floor structure characterized by having a floor nominelle that is floated to form a floating floor.
以下、この発明を図面の実施例により説明する。Hereinafter, the present invention will be explained with reference to embodiments of the drawings.
第6図はこの発明の一実施例による二重床構造を示すフ
ロアパネル敷設前の平面図、第4図はそのフロアパネル
敷設後の垂直断面図であり、第1図および第2図と同一
符号は同−寸だけ相当部分を示す。FIG. 6 is a plan view of a double floor structure according to an embodiment of the present invention before floor panels are installed, and FIG. 4 is a vertical sectional view after the floor panels are installed, which are the same as FIGS. 1 and 2. Symbols indicate corresponding parts by the same size.
長尺シート2は軟質プラスチックシ・−ト等の防水性シ
ートからなり、コンクリートスラブ等の床板1上に貼着
されるもので、複数のズデスタル6が一体化されている
。The elongated sheet 2 is made of a waterproof sheet such as a soft plastic sheet, and is pasted onto a floor plate 1 such as a concrete slab, and has a plurality of solids 6 integrated therein.
ペデスタル6は強化プラスチック等の硬質プラスチック
素材により鋳型成形される成形品で、長尺シート2に接
合する基板3a、この基板6aから上に伸びる柱状体6
b、およびこれらに接続するように垂直方向に形成され
た耐震補強リブ6Cからなり、耐荷重性能値によっては
内部に鋼材等を埋め込んで補強を行うことができる。長
尺シート2とズデスタル6とは溶着または一体成形によ
り一体化される。The pedestal 6 is a molded product made of a hard plastic material such as reinforced plastic, and includes a substrate 3a that is joined to the long sheet 2, and a columnar body 6 that extends upward from the substrate 6a.
b, and seismic reinforcing ribs 6C formed vertically so as to be connected to these, and depending on the load-bearing performance value, reinforcement can be performed by embedding steel material or the like inside. The long sheet 2 and the final sheet 6 are integrated by welding or integral molding.
・ごテスタル乙の基板6aにはアンプノー 、l(ルト
6用の孔ろdが設けられ、アンカーボルト床板1にアン
カーされた後、ゾール材7カ;充填されるようになって
いる。はデスタルー乙の柱状体6bの土面には十字状の
溝6eが形成され、この溝ろeのI11+1壁には四部
6でが形成されている。・The test board 6a is provided with a hole d for the anchor bolt 6, and after it is anchored to the anchor bolt floor plate 1, it is filled with sol material 7. A cross-shaped groove 6e is formed on the soil surface of the columnar body 6b, and four portions 6 are formed on the I11+1 wall of this groove e.
フロア・2ネル4は平面形状が正方形のヲ゛ラスチック
成形品で、その周縁部には、はデスタルー乙の溝6eに
係合するように、下向に突出する突i4aが形成さJl
l、その突縁4aの先端部内側には凹部b6fに係合す
る浮微上り防上用リブ4bが形成されている。突縁4a
およびリブ4bけフロアパネル4の全周にわたって設け
られていてもよい75よ、・々デスモル乙の溝6eおよ
び凹、部6fに対応′i−る部分だけでもよい。フロア
パネル4は4枚のコーナを対向させた状態で、突縁4a
:b−よびリブ’4bが溝3eおよび凹部6fに係合す
る構造となっておす、ハテスタル3はフロアノミネル4
のコーナ音μに配置されるように、長尺シート2に一体
化されている。The floor 2-wall 4 is a plastic molded product with a square planar shape, and a protrusion i4a protruding downward is formed on its periphery so as to engage with the groove 6e of the destallet.
1. On the inner side of the tip of the protruding edge 4a, a rib 4b for preventing floating up is formed to engage with the recess b6f. Edge 4a
The ribs 4b may be provided over the entire circumference of the floor panel 4, and may be provided only at the portions corresponding to the grooves 6e, recesses, and portions 6f. The floor panel 4 has four corners facing each other, and the projecting edge 4a
:b- and the rib '4b are structured to engage with the groove 3e and the recess 6f.
It is integrated into the elongated sheet 2 so that it is arranged at the corner sound μ.
二重床構造の形成方法は、丑ず−々デスタル3が一体化
しだ長尺シート2を床板1上に貼着して防水床を形成す
る。このとき長尺ノート2間は溶着8により接合するこ
とにより、防水層を形成できる。長尺シート2の貼着方
法は床板1」−に単に敷きつめるだけでもよいが、接着
剤等により固着するのが望せしい。寸だズデスタル6i
lJ:必要に応じて、孔6dを通してアンカーボルト6
を床板1に埋め込んでアンカーし、アンカーボルト6の
上部の孔6dにはシール利7を充填しシー/しする。The method for forming the double floor structure is to form a waterproof floor by pasting the elongated sheet 2 on which the duplex destals 3 are integrated onto the floorboard 1. At this time, by joining the long notebooks 2 by welding 8, a waterproof layer can be formed. The elongated sheet 2 may be attached by simply laying it on the floorboard 1'', but it is preferable to fix it with an adhesive or the like. sundazudestal 6i
lJ: If necessary, insert the anchor bolt 6 through the hole 6d.
is embedded in the floorboard 1 and anchored, and the hole 6d at the top of the anchor bolt 6 is filled with a sealant 7 and sealed.
以−ヒにより防水床を形成した後、フロア・ξネル4を
、突i4aおよびリブ4bが溝6eおよび凹部6fに係
合するように、弾性を利用してはデスタル6の上部から
はめ込んで敷きつめ、浮床を形成して二重床構造を完成
する。After forming a waterproof floor as described above, the floor ξ panel 4 is fitted from the top of the destal 6 using its elasticity so that the protrusion i4a and the rib 4b engage with the groove 6e and the recess 6f. , forming a floating bed to complete the double bed structure.
以」二により形成された二重床構造は、長尺シート2に
はデスタル6を予め工場において一体化しているため、
現場における敷設作業は簡単となり、アンカーポルト6
用の孔をあけても容易にシールでき、防水性能を損なう
ことはない。まだフロア・ミネル4は敷設状態において
ペデスタル6と係合しているので、フロアパネル4の浮
き−にりおよびきしみ音の発生はない。The double floor structure formed by above 2 has the destal 6 integrated into the long sheet 2 in advance at the factory.
The installation work on site becomes easy, and Anchor Porto 6
Even if holes are made, they can be easily sealed without compromising waterproof performance. Since the floor panel 4 is still engaged with the pedestal 6 in the installed state, there is no lifting of the floor panel 4 and generation of squeaks.
なお、十に[1説明では、長尺シート2に一体化する台
座とじて−ミデスタルろを例示したが、フロアパネル4
を支持できるものであれば他の構造のものでも」:い。In addition, in [1] explanation, the pedestal integrated with the long sheet 2 - midestal was illustrated, but the floor panel 4
Any other structure is acceptable as long as it can support it.''
寸だ1台座とフロア・ミネル4の保合手段もL記説、明
のものに限定されず、他の構造のものでもよい、、へら
に本発明は半導体工場のクリーンルーツ・に限らず、電
子網算機室、精密機械工場などのように、床に配線、空
調ダクト等を設けるようにしプこ他の二重床構造にも同
様に適用可能である。The means for securing the pedestal and the floor miner 4 are not limited to those described in L and M, but may also have other structures.The present invention is not limited to the clean roots of semiconductor factories, The present invention can be similarly applied to other double floor structures such as electronic computer rooms, precision machinery factories, etc., where wiring, air conditioning ducts, etc. are provided on the floor.
以十のとおり、本発明によれ、ば、而」震補強リブを有
する台B14を床シー1−4Nに一体化し、」―記台座
に係合−J−るフロアパネルを敷きつめるように構成し
ブこので、次のような効果が得られる。As described above, according to the present invention, the base B14 having seismic reinforcement ribs is integrated into the floor sheet 1-4N, and the floor panels that engage with the base are laid down. With this, the following effects can be obtained.
(1′)台1で14と床ンート旧が一体化され、床シー
ト材に溶着に法により防水層が形成できる。(1') On the stand 1, the floor pad 14 and the floor pad are integrated, and a waterproof layer can be formed by welding to the floor sheet material.
(カフリーンルーム等に使用する場合、従来のものに比
べて清掃、メンテナンスが簡便となる。(When used in cuff room rooms, etc., cleaning and maintenance are easier than conventional ones.
■材料をプラスチックとすることができ、金属支柱に比
べて耐薬品性に優れる。■Can be made of plastic and has better chemical resistance than metal supports.
■台座のアンカーに際し2、床防水損傷がなく、アンカ
ーボルト頂部の防水処理が簡単である。■When anchoring the pedestal, 2. There is no damage to the floor waterproofing, and the waterproofing of the top of the anchor bolt is easy.
■床シート利に一体となった台座は、シート材を床に並
べて床板に接着し、シート材間を溶着するだけで台座の
セットtででき、台座のアンカーはシート月敷設後、−
L部よりホールインアンカーにより簡便に行える。この
ため、従来のv)水施二■二、すみ出し、支柱セット等
の2職種以上の職人による多工程作業が1■程で処理で
き、省力化できる。■The pedestal that is integrated with the floor sheet can be made by simply arranging the sheet materials on the floor, gluing them to the floorboard, and welding between the sheet materials.
This can be easily done by using a hole-in anchor from the L part. Therefore, the conventional multi-step work by craftsmen of two or more professions, such as v) water application, summing, and post setting, can be completed in about 1, which saves labor.
■フロアパネルの浮き上り、および浮き上りによる歩行
時の床きしみ音発生等が防止できるとともに、フロアパ
ネル間の目地の段差も最小にすることができる。■It is possible to prevent floor panels from lifting up and the generation of floor creaking noises when walking due to lifting, and it is also possible to minimize the difference in level between the joints between floor panels.
第1図は従来の二重床構造を示す平面図、第2図はその
垂直断面図、第6図はこの発明の一実施例による二重床
構造を示すフロア・ξネル敷設前の丁jKj図、第4図
はそのフロアパネル敷設後の垂直断面図である。
各図中、同一符号は同−寸/ζは相当部分を示し、1−
1床板、2は長尺シート、6はペデスタル、6aは基板
、6bは柱状体、6cは耐震補強リブ、3eけ溝、4は
フロア・?ネノペ 4aは突縁、4bは浮き−にす防止
用リブ、6はアンカーボルト、7はシールイ詞である。
代理人 井理士 柳 原 成FIG. 1 is a plan view showing a conventional double floor structure, FIG. 2 is a vertical sectional view thereof, and FIG. 6 is a diagram showing a double floor structure according to an embodiment of the present invention before laying the floor/ξ panel. FIG. 4 is a vertical sectional view after the floor panel is installed. In each figure, the same reference numerals indicate the same dimensions, ζ indicates corresponding parts, and 1-
1 floor plate, 2 long sheet, 6 pedestal, 6a board, 6b columnar body, 6c seismic reinforcement rib, 3e groove, 4 floor? 4a is a ridge, 4b is a rib for preventing floating, 6 is an anchor bolt, and 7 is a seal. Agent Rishi Ii Sei Yanagihara
Claims (3)
リブを有し、かつ上記床シート材に一体化された複数の
台座と、この台座に係合するように敷きつめられて浮床
を形成するフロアノミネルとを備えたことを特徴とする
二重床構造(1) A waterproof floor sheet material that is attached to the floorboard, a plurality of pedestals that have seismic reinforcing ribs and are integrated into the floor sheet material, and a floating floor that is laid out so as to engage with the pedestals. A double floor structure characterized by having a floor nominelle forming a
に形成された凹部を有し、フロア・ξネルは一上記溝に
係合するように形成されだ突縁および上記凹部に係合す
るように形成された浮き一ヒり防止用リブを有する特許
請求の範囲第11項記載の二重床構造(2) The pedestal has a groove formed on the negative side and a recess formed in the side wall of this groove, and the floor ξ flannel is formed to engage with the groove and a ridge and a recess formed in the side wall of the groove. The double floor structure according to claim 11, having ribs for preventing floating that are formed to engage with each other.
部に係合するようにされた特許請求の範囲第1項才だけ
第2項記載の二重床構造 (・1)台座は床板にアンカーされる基板を、有する特
許請求の範囲第1項ないし第3項のいずれかた記載の二
重床構造(3) Pedestal 11: The double floor structure (・1) according to claim 2, which is adapted to engage with the opposing corner portions of the four floors and ξ panels. A double floor structure according to any one of claims 1 to 3, comprising a substrate anchored to a floor plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12413882A JPS5915159A (en) | 1982-07-16 | 1982-07-16 | Double floor structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12413882A JPS5915159A (en) | 1982-07-16 | 1982-07-16 | Double floor structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5915159A true JPS5915159A (en) | 1984-01-26 |
JPS6360190B2 JPS6360190B2 (en) | 1988-11-22 |
Family
ID=14877856
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12413882A Granted JPS5915159A (en) | 1982-07-16 | 1982-07-16 | Double floor structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5915159A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6219329U (en) * | 1985-07-19 | 1987-02-05 | ||
JPS63162044U (en) * | 1987-04-09 | 1988-10-24 | ||
JPH01121459A (en) * | 1987-11-02 | 1989-05-15 | Tajima Inc | Free access floor |
JPH01271575A (en) * | 1988-04-21 | 1989-10-30 | Tajima Inc | Installation of free access floor and base plate therefor |
JPH09273295A (en) * | 1996-10-21 | 1997-10-21 | Bridgestone Corp | Floor panel support leg |
KR100715869B1 (en) | 2006-03-27 | 2007-05-07 | 주식회사 유탑엔지니어링건축사사무소 | A method of flat constuction for silence and insulation with air-spring and complex board |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51141018U (en) * | 1975-05-07 | 1976-11-13 | ||
JPS5641958A (en) * | 1979-05-18 | 1981-04-18 | Bridgestone Tire Co Ltd | Roof top externally insulating construction |
-
1982
- 1982-07-16 JP JP12413882A patent/JPS5915159A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51141018U (en) * | 1975-05-07 | 1976-11-13 | ||
JPS5641958A (en) * | 1979-05-18 | 1981-04-18 | Bridgestone Tire Co Ltd | Roof top externally insulating construction |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6219329U (en) * | 1985-07-19 | 1987-02-05 | ||
JPS63162044U (en) * | 1987-04-09 | 1988-10-24 | ||
JPH01121459A (en) * | 1987-11-02 | 1989-05-15 | Tajima Inc | Free access floor |
JPH01271575A (en) * | 1988-04-21 | 1989-10-30 | Tajima Inc | Installation of free access floor and base plate therefor |
JPH09273295A (en) * | 1996-10-21 | 1997-10-21 | Bridgestone Corp | Floor panel support leg |
KR100715869B1 (en) | 2006-03-27 | 2007-05-07 | 주식회사 유탑엔지니어링건축사사무소 | A method of flat constuction for silence and insulation with air-spring and complex board |
Also Published As
Publication number | Publication date |
---|---|
JPS6360190B2 (en) | 1988-11-22 |
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