JPH08151781A - Subfloor system for double floor, and constructing method therefor - Google Patents

Subfloor system for double floor, and constructing method therefor

Info

Publication number
JPH08151781A
JPH08151781A JP29320894A JP29320894A JPH08151781A JP H08151781 A JPH08151781 A JP H08151781A JP 29320894 A JP29320894 A JP 29320894A JP 29320894 A JP29320894 A JP 29320894A JP H08151781 A JPH08151781 A JP H08151781A
Authority
JP
Japan
Prior art keywords
floor
double
support base
elastic support
base member
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
JP29320894A
Other languages
Japanese (ja)
Inventor
Nobuo Masuoka
信雄 増岡
Yoshiyuki Funahara
美就 船原
Minoru Kaneda
実 金田
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.)
Hitachi Cable Ltd
Hitachi Industrial Rubber Products Co Ltd
Original Assignee
Hitachi Cable Ltd
Hitachi Industrial Rubber Products Co Ltd
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 Hitachi Cable Ltd, Hitachi Industrial Rubber Products Co Ltd filed Critical Hitachi Cable Ltd
Priority to JP29320894A priority Critical patent/JPH08151781A/en
Publication of JPH08151781A publication Critical patent/JPH08151781A/en
Pending legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Abstract

PURPOSE: To eliminate complicated mechanism for adjustment of floor height and to effectuate sound insulation by a method wherein disk-like elastic support base members produced of a polymer material are attached to the underside of floor panels, and unevenness, if not extending to a great degree, can be absorbed by self-deformation of the support base members. CONSTITUTION: A double floor-like structure is formed of floor panels 12 and support legs, and floor finishing materials such as floorings, carpets, vinyl sheets, tatami mats or the like are laid on the floor panels 12. As the support leg, an elastic support base member 15, is made up in a disk-like shape of a polymer material. The support base member 15 is put on the subfloor surface, being attached to the floor panel 12 on one side of the adjoining floor panels 12, and the floor panel 12 on the other side of the adjoining floor panels is placed on the exposed part of the elastic support base member 15. A compound panel in slipped-off lamination, made up beforehand by laminating two woody boards 12-1 and 12-2 into a united body with slipping-off made in the breadthwise direction, is used. The compound panels are laid successively, being butted against one another, in a construction site and thereby grouped floor panels 12 are constructed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、床パネルと支持脚によ
り二重床状となし床パネルの上にフローリング、カーペ
ット、ビニルシート、畳等の床仕上げ材を施す二重床下
地システム及びその構築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double floor base system for applying floor finishing materials such as flooring, carpets, vinyl sheets, tatami mats and the like on double floor and non-floor floor panels by means of floor panels and supporting legs, and a system therefor. Regarding the construction method.

【0002】[0002]

【従来の技術】従来、集合住宅等の床仕上げ材としては
カーペット等が多用されていたが、近年の自然回帰、ダ
ニ発生防止等からフローリング等の木質系の仕上げ材が
増加している。その場合、床面への物の落下や椅子の移
動、歩行等による衝撃音が階下に伝わり、騒音公害とな
っていたため改善が求められていた。その対策として
は、フローリングそのものにクッション材の付加等によ
る直貼り工法と二重床タイプとして床パネルの支持脚に
ゴムやプラスチック等のクッション性台座を接地部に設
け、ボルト・ナット等により支持脚高さを調整可能とし
た二重床工法が多用されていた。二重床工法は、設置さ
れた床パネル上に必要により捨板を施した後、フローリ
ング、ビニールクッションシート、カーペット、畳等の
任意の仕上げ材を施すことが可能なため多くの種類の製
品がある。床パネルとしては、一般に均質で価格安定性
のある20〜25厚のパーティクルボードが用いられ、
サイズとしては910×450〜1200、600×1
800等各種で支持脚はいずれも高さ調節可能なボル
ト、受け座の組み合わせで、接地部にはクッションゴム
が取り付けられ、支持間隔を450〜600mm等として
ある。
2. Description of the Related Art Conventionally, carpets and the like have been widely used as floor finishing materials for apartment houses and the like, but in recent years, wood-based finishing materials such as flooring have been increasing due to natural return, prevention of ticks, and the like. In that case, the impact noise of falling objects on the floor, moving chairs, walking, etc. was transmitted to the downstairs and caused noise pollution, so improvement was required. As a countermeasure, a direct attachment method by adding cushioning material to the flooring itself, and as a double floor type, a cushioning pedestal of rubber or plastic etc. is provided on the grounding part on the supporting leg of the floor panel, and the supporting leg is supported by bolts, nuts, etc. The double floor construction method with adjustable height was often used. In the double floor construction method, many kinds of products can be used because it is possible to apply a finishing plate on the installed floor panel if necessary and then apply any finishing material such as flooring, vinyl cushion sheet, carpet, tatami mat, etc. is there. As the floor panel, particle board with a thickness of 20 to 25, which is generally homogeneous and stable in price, is used.
The size is 910 x 450-1200, 600 x 1
For various types such as 800, the supporting legs are all combinations of height adjustable bolts and receiving seats, cushion rubber is attached to the ground portion, and the supporting interval is 450 to 600 mm.

【0003】それらのタイプの中で、パーティクルボー
ド20mm厚、600×1800で隣接する床パネルの中
間に支持脚を600mmど450mmの間隔で設けたタイプ
は、隣接するパネル間の段差がなく、床パネルが1種類
のみで比較的大面積をカバーし、現場での組み合わせ作
業が単純なため多用されている。図3はその例を示す。
図3(a)に符号1,2で示す床パネルは、600×1
800程度のサイズで20mm厚のパーティクルボードを
用いている。一方、支持脚としては、約20t×90×
90の合板ブロック3に特殊ナット4を取り付けたもの
にスタッドボルト5をねじ込みその先端(下端)にゴム
モールドクッション材6を取り付けた機構からなってい
る。しかして、支持脚はそのゴムモールドクッション材
6を着座させて立脚させる一方、床パネル1,2は、1
0〜13mm程度のギャップ7を開けて合板ブロック3上
に載せ、その際、合板ブロック3上に予め貼り付けてい
た両面接着テープ8で床パネル1,2を仮固定し、後で
上面からスクリュー釘等で床パネル1,2をしっかりと
固定していた。かかるギャップ7は、ボルトへの回転操
作にて支持脚の高さを調整するのに必要なのである。こ
れで床下地として完成する訳であるが、床仕上げ材の種
類に応じて5.5〜12mmの合板9を捨板として床パネ
ル1,2上に貼合せ固定していた。その際、合板9の目
地は床パネル1,2によるギャップ7から外れるように
ずらされていた。
Among these types, the type in which particle boards are 20 mm thick and 600 × 1800 and the supporting legs are provided in the middle of the adjacent floor panels at intervals of 600 mm or 450 mm, there is no step between the adjacent panels and Only one type of panel covers a relatively large area, and the combination work on site is simple, so it is widely used. FIG. 3 shows an example thereof.
The floor panel indicated by reference numerals 1 and 2 in FIG.
A particle board with a size of about 800 and a thickness of 20 mm is used. On the other hand, as a support leg, about 20t × 90 ×
The plywood block 3 of 90 has a special nut 4 attached thereto, and a stud bolt 5 is screwed into the plywood block 3 and a rubber mold cushion material 6 is attached to the tip (lower end) thereof. Then, while the support leg makes the rubber mold cushion material 6 sit and stand on the floor panel 1,
A gap 7 of about 0 to 13 mm is opened and placed on the plywood block 3. At that time, the floor panels 1 and 2 are temporarily fixed with the double-sided adhesive tape 8 previously attached to the plywood block 3, and then screwed from the upper surface later. The floor panels 1 and 2 were firmly fixed with nails or the like. The gap 7 is necessary for adjusting the height of the supporting leg by rotating the bolt. This is completed as a floor base, but a plywood 9 of 5.5 to 12 mm was stuck and fixed on the floor panels 1 and 2 as a scrapboard depending on the type of floor finishing material. At that time, the joints of the plywood 9 were displaced so as to come out of the gap 7 formed by the floor panels 1 and 2.

【0004】図3(b)は各床パネルを施工した例で、
片端に支持脚を約450mmの間隔で1−1〜1−4のよ
うに仮固定した床パネル1を際根太10の上に載せてい
る。次に、支持脚を2−1〜2−4のように取り付けた
床パネル2を支持脚1−1〜1−4における合板ブロッ
クの上に10mm程度のギャップ7を開けて載せている。
この手順をX軸とY軸の両方向に繰り返し、最後に残っ
た半端な部分は不要となる寸法に合わせて床パネルを切
断して調整していた。11はその後に上側より捨板とし
て貼られている合板9の目地を示している。
FIG. 3B shows an example in which each floor panel is constructed.
A floor panel 1 having support legs temporarily fixed at one end at intervals of about 450 mm like 1-1 to 1-4 is placed on the joist 10. Next, the floor panel 2 to which the supporting legs are attached like 2-1 to 2-4 is placed on the plywood block in the supporting legs 1-1 to 1-4 with a gap 7 of about 10 mm opened.
This procedure was repeated in both directions of the X-axis and the Y-axis, and the last remaining half-length portion was cut and adjusted according to the unnecessary dimension. Reference numeral 11 indicates joints of the plywood 9 which is subsequently attached as a scrapboard from the upper side.

【0005】このような方法では、取り扱う床パネルが
20t×600×1820のサイズで約16kg/枚とか
なり重く、強度は短辺方向の600間隔が弱くバランス
していなかった。また、10〜13mmのギャップ7を有
するために捨板9を併用しなければならないケースが増
えていた。
In such a method, the floor panel to be handled has a size of 20 t × 600 × 1820 and is considerably heavy at about 16 kg / sheet, and the strength is unbalanced because the 600 intervals in the short side direction are weak. In addition, since the gap 7 has a width of 10 to 13 mm, the number of cases in which the scrapboard 9 must be used together has increased.

【0006】[0006]

【発明が解決しようとする課題】上述した最後の二重床
下地システムは、床パネルが単純な600×1800の
カットのみでボルト受けナットの取付穴を加工する等の
付加的なものがないため安価ではあるが、20mm厚のパ
ーティクルボードを用いると約16kg/枚となり、現地
での運搬や取り扱いにおいて体力を必要とし軽量化が要
望されていた。そのため、板厚を薄くすることも考えら
れるが、支持脚の間隔が床パネルの長手側で450mmの
ピッチとするのはまだ良いとして、床パネルの短い方の
600mmのピッチでは耐荷重上から撓み等が多くなって
問題があった。また、支持脚を隣接する床パネルの中間
に設けるので、段差がなく不陸の調整が容易で、単位面
積当たりの支持脚の数が少なくて経済的ではあるが、両
方の床パネルを受ける受け座やこれに取り付けたナッ
ト、ボルト、底部でのクッション材等と構造が複雑でし
かも床上からボルト頂部をドライバーで回転して支持脚
の高さを調整するため、隣接する床パネル間に10〜1
3mmの大きなギャップを開ける必要があり、そのままで
は床下地として使用できないケースが多く、一般には捨
板で上面を覆う必要があった。
In the last double floor substratum system described above, the floor panel does not have additional features such as machining the mounting holes of the bolt receiving nut with only a simple 600 × 1800 cut. Although it is inexpensive, it uses about 20 kg of particle board and weighs about 16 kg / sheet, which requires physical strength in transportation and handling locally, and there has been a demand for weight reduction. Therefore, it is possible to reduce the plate thickness, but it is still good that the spacing of the support legs is 450 mm on the long side of the floor panel, and the shorter 600 mm pitch of the floor panel bends from the viewpoint of load resistance. There were many problems, and there was a problem. Also, since the support legs are provided in the middle of the adjacent floor panels, there is no step and it is easy to adjust the unevenness, and the number of support legs per unit area is small, so it is economical, but a receiver that receives both floor panels. The structure of the seat and the nuts, bolts attached to it, the cushioning material at the bottom, etc. is complicated and the height of the support leg is adjusted by rotating the bolt top from the floor with a screwdriver. 1
It was necessary to open a large gap of 3 mm, and in many cases it could not be used as a floor base as it was, and it was generally necessary to cover the upper surface with a scrapboard.

【0007】そこで、本発明の目的は、複雑な床高さ調
整機構を必要とすることなく施工性に優れた二重床下地
システム及びその構築方法を提供することにある。
Therefore, an object of the present invention is to provide a double floor base system and a method of constructing the same which are excellent in workability without requiring a complicated floor height adjusting mechanism.

【0008】[0008]

【課題を解決するための手段・作用】本発明により提供
する二重床下地システムは、床パネルと支持脚により二
重床状となし床パネルの上にフローリング、カーペッ
ト、ビニルシート、畳等の床仕上げ材を施す二重床下地
システムにおいて、支持脚として高分子材料により円盤
状に形成された弾性支持ベース部材を用い、弾性支持ベ
ース部材は高さを低く且つ外径を大きくして床パネルの
下面に取り付けてなり、もって、自己の変形により床面
の多少の不陸に対応でき、遮音用としても機能できよう
にしたものである。好ましい態様として、弾性支持ベー
ス部材には、その下面側において細くて長い接地用柱状
部材と太くて短い撓み制限用柱状部材とを群をなして有
するとともに、上面側において同心円状の円周溝及びそ
れにより仕切られた円周突堤を有してなると良い。支持
脚は、弾性支持ベース部材を本体として、これのみを床
パネルの下面に直に取り付けるか或いは木質系のスペー
サを介して取り付けるかして高さを可変としてなると良
い。床パネルは2枚の木質系ボードをいずれの幅方向に
も所要寸法だけずらして重ね結合し各側縁に段差部を有
したものとし、隣接する床パネル間では段差部同士をか
み合わせて密着結合させ、その密着結合部分の下側から
弾性支持ベース部材で支えるようにしたものであると良
い。2枚の木質系ボードともに片面ガラスネット埋込パ
ーティクルボードを用い、お互いのガラスネット埋込面
が反対となるように積層一体化したものであると良い。
床パネルは、縦横の寸法を1対2の割合とし、弾性支持
ベース部材の間隔を縦横共に全て同一ピッチとすると良
い。
The double floor substratum system provided by the present invention comprises a floor panel and support legs to support flooring, carpet, vinyl sheets, tatami mats, etc. In a double-floor base system for applying a floor finishing material, a disk-shaped elastic support base member is used as a support leg, and the elastic support base member has a low height and a large outer diameter, and a floor panel. It is attached to the lower surface of the so that it can cope with some unevenness of the floor surface due to its own deformation and can also function as a sound insulation. In a preferred embodiment, the elastic support base member has a thin and long grounding columnar member and a thick and short deflection limiting columnar member in a group on the lower surface side, and has a concentric circular groove on the upper surface side. It is better to have a circumferential jetty partitioned by it. The support leg may have a variable height by using the elastic support base member as a main body and directly attaching only this to the lower surface of the floor panel or attaching it through a wood-based spacer. The floor panel shall have two wood boards shifted in any width direction and overlapped to each other to have a step portion on each side edge. Adjacent floor panels are closely joined by engaging the step portions with each other. It is preferable that the elastic supporting base member is supported from the lower side of the tightly coupled portion. It is preferable that the two wooden boards use single-sided glass net embedded particle boards and are laminated and integrated so that the glass net embedded surfaces are opposite to each other.
In the floor panel, it is preferable that the lengthwise and widthwise dimensions are set to a ratio of 1: 2, and the intervals between the elastic support base members are set at the same pitch in both the lengthwise and the widthwise directions.

【0009】また、本発明により提供する二重床下地シ
ステムの構築方法は、床パネルと支持脚により二重床状
となし床パネルの上にフローリング、カーペット、ビニ
ールシート、畳等の床仕上げ材を施す二重床下地システ
ムにおいて、支持脚として高分子材料により円盤状に形
成された弾性支持ベース部材を用い、この弾性支持ベー
ス部材を隣接させる床パネルの一方の床パネル側に予め
取り付けた状態で床面に置敷し、隣接する他方の床パネ
ルをかかる弾性支持ベース部材の露出部分に載せて置敷
敷設することを特徴とする。床パネルとして2枚の木質
系ボードを何れの幅方向にもずらして予め積層一体化し
たずらし貼り複合パネルを用い、そのずらし貼り複合パ
ネルを現地で順次突き合わせ結合して隙間の殆どない床
パネル群を構築すると良い。
The method of constructing a double floor base system provided by the present invention is a floor finishing material such as flooring, carpet, vinyl sheet, tatami mat, etc. In the double-floor underlaying system, a disk-shaped elastic support base member made of a polymer material is used as a support leg, and the elastic support base member is preliminarily attached to one floor panel side of the adjacent floor panels. Is placed on the floor surface, and the other adjacent floor panel is placed and laid on the exposed portion of the elastic supporting base member. As a floor panel, two wooden boards are displaced in any width direction, and a laminated composite panel that is pre-laminated and integrated is used. Good to build.

【0010】[0010]

【実施例】図1は、本発明の二重床下地システムの一実
施例を示すもので、(a)は正面的断面図、(b)は平
面的説明図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows an embodiment of a double floor base system of the present invention. (A) is a front sectional view and (b) is a plan explanatory view.

【0011】符号中12−1,12−2は片面ガラスネ
ット埋込パーティクルボードよりなり、これらを重ねて
床パネル12を構成している。その場合、下側のボード
12−1はガラスネット13の埋込面が下側とし、上側
のボード12−2はガラスネット13の埋込面が上側と
して、お互いのガラスネット埋込面を反対側としてい
る。これは、埋め込まれるガラスネット13の存在によ
りその埋込面とは反対側の面が吸湿により反るという所
謂片面反りの作用を相殺させるためである。これらボー
ド12−1,12−2はそれぞれ9mm厚で910×18
20の標準サイズで良くなる。14は合板等の木質系の
スペーサにして、所要の厚さtで70×70のサイズと
してある。15は弾性支持ベース部材にして、ゴム、プ
ラスチック等の高分子材料により円盤状に形成されたも
のである。それらスペーサ14と弾性支持ベース部材1
5は積木状に重ねて床パネルの下面(下側ボード12−
1)にネジ止めされている。なお、床高さを嵩上げする
必要がない場合には、スペーサ14は不要であり、弾性
支持ベース部材15のみを床パネルに直付け固定するも
のである。この弾性支持ベース部材15を主体とした支
持脚は、床パネル12に対してどの位置に取り付けるか
は種々考えられるが、本実施例では、910×1820
の標準サイズとした床パネル12に対して長手方向に沿
う中央と一方の側縁とにおいて支持脚17−1〜17−
4と17−5〜17−8を450mmの間隔で配置してな
るものである。本実施例の床パネル12は下側のボード
12−1を敷きつめた後に上側のボード12−2を目地
をずらしながら接着剤を塗って重ね合わせ、スクリュー
釘や木ねじ16等で上下のボードを強固に結合してい
る。図1(b)には、上記のような二枚重ね構成の床パ
ネル12に対し、上記のようなスペーサ14と弾性支持
ベース部材15との複合あるいは場合により弾性支持ベ
ース部材15単独でなる支持脚ユニット17−1〜17
−8の点在構成を示しており、図面上X,Y方向に隣り
合う支持脚ユニットの間隔は何れも450mmであり、
X,Y方向に並ぶ支持脚ユニットの列は、床パネル12
の一方の側縁側に偏るようにしており、一列の支持脚ユ
ニット17−5〜17−8は床パネル12のX軸に沿う
一辺において片半部が露出するようにして予め取り付け
てなり、また、かかる列の一端側にある支持脚ユニット
17−8と他方の列の一端側にある支持脚ユニット17
−4とは床パネルのY軸に沿う一辺において片半部が露
出するように予め取り付けてなるものである。このよう
にして脚付きに構成された床パネル12の先ず下側ボー
ドを際根太18に脚無しの縦横2辺を載せて置敷し、同
様の下側ボードをX方向及びY方向に敷きつめて行く。
その際、隣り合う下側ボードの一方の脚無しの縦横2辺
が他方の支持脚ユニットの露出部分の上に載ることによ
って、隣り合う下側ボード相互の突き合わせが行われ
る。その場合、隣接する下側ボード相互の突き合わせて
できる目地19が密接していると、その部分で擦れて床
鳴りの原因ともなり得るので,下側ボード17の片側コ
ーナーに1〜2mm程度のゴムテープや発泡テープ等のス
ペーサーテープ20をを貼り付けて僅かなギャップ(1
〜2mm)が開くようにすると良い。また、部屋の片隅で
は、余分となる長さ部分をカットして下側ボードの敷き
詰めを完了する。
Reference numerals 12-1 and 12-2 are made of single-sided glass net-embedded particle boards, and the floor panel 12 is constructed by stacking them. In that case, the board 12-1 on the lower side has the embedding surface of the glass net 13 on the lower side, and the board 12-2 on the upper side has the embedding surface of the glass net 13 on the upper side, and the glass net embedding surfaces are opposite to each other. I'm on the side. This is to offset the so-called one-sided warpage effect in which the surface opposite to the embedding surface is warped due to moisture absorption due to the presence of the embedded glass net 13. These boards 12-1 and 12-2 are each 9 mm thick and 910 × 18.
A standard size of 20 improves. 14 is a wood-based spacer such as plywood, and has a required thickness t of 70 × 70. Reference numeral 15 denotes an elastic support base member, which is formed into a disk shape from a polymer material such as rubber or plastic. The spacer 14 and the elastic support base member 1
5 is piled up like a block and the lower surface of the floor panel (lower board 12-
It is screwed to 1). If it is not necessary to raise the floor height, the spacer 14 is not necessary and only the elastic support base member 15 is directly attached and fixed to the floor panel. There are various conceivable positions at which the support legs mainly including the elastic support base member 15 are attached to the floor panel 12, but in the present embodiment, 910 × 1820.
Support legs 17-1 to 17-at the center and one side edge along the longitudinal direction with respect to the floor panel 12 of standard size.
4 and 17-5 to 17-8 are arranged at an interval of 450 mm. In the floor panel 12 of this embodiment, the lower board 12-1 is laid and then the upper board 12-2 is coated with an adhesive while shifting the joints, and the upper and lower boards are firmly fixed with screw nails or wood screws 16. Are bound to. FIG. 1B shows a support leg unit in which the spacer 14 and the elastic support base member 15 are combined with each other or, in some cases, the elastic support base member 15 alone is added to the floor panel 12 having the two-layer structure as described above. 17-1 to 17
8 shows a scattered structure of −8, and the distance between the supporting leg units adjacent to each other in the X and Y directions in the drawing is 450 mm,
The row of support leg units arranged in the X and Y directions is the floor panel 12.
The support leg units 17-5 to 17-8 in a row are attached in advance so that one half is exposed on one side along the X axis of the floor panel 12, and , The supporting leg unit 17-8 at one end of the row and the supporting leg unit 17 at one end of the other row
-4 is attached in advance so that one half is exposed at one side along the Y axis of the floor panel. First, the lower board of the floor panel 12 thus constructed with legs is placed on the joist 18 with two legs without vertical and horizontal sides, and similar lower boards are laid in the X and Y directions. .
At this time, the vertical and horizontal sides of one of the adjacent lower boards without legs are placed on the exposed portions of the other support leg unit, so that the adjacent lower boards are abutted against each other. In that case, if the joints 19 formed by butting adjacent lower boards are in close contact with each other, it may be rubbed at that portion and cause floor squeal. Therefore, one side corner of the lower board 17 has a rubber tape of about 1 to 2 mm. Or a spacer tape 20 such as foam tape is attached and a slight gap (1
It is better to open up to ~ 2mm). Also, in one corner of the room, the extra length is cut to complete the spreading of the lower board.

【0012】上記のようにして下側ボードの敷き詰めを
完了したら、床パネル12の上側ボードを目地19をず
らしながら接着剤を塗って重ねスクリュー釘や木ねじで
固定して上側ボードの敷き詰めを完了する。この時、上
側ボードはとりもなおさず捨板としての機能を持つこと
ができ、上側からの床仕上げは遅滞無くどんな種類の部
材でも良くなる。この場合、取り扱う床パネル12(片
面ガラスネット埋込パーティクルボード)の重量は、厚
さ9/20、大きさ3/2倍で9/20×3/2から6
7.5%で10.8kgとなることから、従来のパーティ
クルボードに比して大幅に軽減され、強度上からは全て
の支持間隔が450mmとなってバランスがとれ、厚さも
ガラスネット補強で合計18mmとなり、どの点をとって
も撓みのバランスがとれ破壊強度は従来より向上した。
それを検証したものが表1である。下記の表1は、本実
施例の二重床下地システムと従来の二重床下地システム
(図3のもの)とを撓み測定値及び破壊荷重で比較した
ものである。
After the lower board has been spread as described above, the upper board of the floor panel 12 is coated with an adhesive while the joints 19 are displaced and fixed with lap screw nails or wood screws to complete the spread of the upper board. . At this time, the upper board can still function as a scrapboard, and the floor finish from the upper side can be any kind of member without delay. In this case, the weight of the floor panel 12 (single-sided glass net embedded particle board) to be handled is 9/20 × 3/2 to 6 with a thickness of 9/20 and a size of 3/2 times.
Since 7.5% is 10.8 kg, it is greatly reduced compared to the conventional particle board, and from the viewpoint of strength, all support intervals are 450 mm and balanced, and the total thickness is reinforced by glass net. It became 18 mm, and the bending strength was balanced at any point, and the fracture strength was improved compared to the conventional one.
Table 1 shows the verification. Table 1 below is a comparison between the double-floor substrate system of this example and the conventional double-floor substrate system (of FIG. 3) in terms of flexural measurements and breaking loads.

【0013】[0013]

【表1】 [Table 1]

【0014】図2に同システムにおいて適用する支持脚
の主体となる弾性支持ベース部材15を具体的に示して
おり、直径70φの円盤状の本体150の下向き面にお
いて、細くて長い接地用柱状部材151の群と太くて短
い撓み制限用柱状部材152の群とが幾何学的な配列に
して設けられており、一方の上向き面においては同心円
状の円周溝153とそれにより仕切られた円周突堤15
4(25φ,45φ等)が設けられている。接地用柱状
部材151は5φ,5Hで、撓み制限用柱状部材152
は9φ,4Hであり、弾性支持ベース部材15全体の厚
さは15mmとしてある。本実施例の弾性支持ベース部材
15は、ゴムモールド品にして、用途や荷重等でゴム硬
度を選択できるようにしてある。このような弾性支持ベ
ース部材15によれば、落下物の衝撃等には接地用柱状
部材151の変形により衝撃力を吸収し、大きな荷重に
対しては撓み制限用柱状部材152が接地することによ
り本体150までの変形を抑えるのである。床面の微小
な凹凸等に対しても上面の円周突堤154等で対応でき
ものである。
FIG. 2 concretely shows the elastic support base member 15 which is the main body of the support leg applied in the system, and is a long and slender columnar member for grounding on the downward surface of the disk-shaped main body 150 having a diameter of 70φ. A group of 151 and a group of thick and short deflection-restricting columnar members 152 are provided in a geometrical arrangement, and on one upward surface, a concentric circular groove 153 and a circumference partitioned by the circumferential groove 153 are provided. Jetty 15
4 (25φ, 45φ, etc.) are provided. The grounding columnar member 151 is 5φ, 5H, and the deflection limiting columnar member 152
Is 9φ, 4H, and the total thickness of the elastic support base member 15 is 15 mm. The elastic support base member 15 of the present embodiment is a rubber molded product so that the rubber hardness can be selected depending on the application, load and the like. According to the elastic supporting base member 15 as described above, the impact force is absorbed by the deformation of the grounding columnar member 151 against the impact of a falling object, and the deflection limiting columnar member 152 is grounded against a large load. The deformation up to the main body 150 is suppressed. Even the minute irregularities on the floor can be dealt with by the circumferential jetty 154 or the like on the upper surface.

【0015】なお、前述した実施例では、二重床下地シ
ステムの構築方法として、床パネルの下側ボードと上側
ボードとを段階を踏んで組み立てる例ようにしたが、そ
れら上下のボードを工場側で予めプレハブ化して組み立
てておくことも可能である。その場合、上下ボードは、
所要幅分だけX,Y方向にずらして取り付けておくこと
とし、現場取り扱い重量が上述の実施例の場合より倍の
22kgとなり二人で持つ必要はあるが、現場作業の簡
略化するメリットがある。また、前実施例では9tの片
面ガラスネット埋込パーティクルボードを用いたが、そ
れに限る必要はなく、パーティクルボード、合板あるい
はそれらの複合であっても差し支えない。
In the above-described embodiment, as a method for constructing the double floor base system, the lower board and the upper board of the floor panel are assembled in a stepwise manner. It is also possible to prefabricate and assemble in advance. In that case, the upper and lower boards,
It should be installed by shifting in the X and Y directions by the required width, and the on-site handling weight should be 22 kg, which is twice the case of the above-mentioned embodiment, and it is necessary for two people to hold it, but there is a merit to simplify the on-site work. . Further, although the 9t single-sided glass net-embedded particle board was used in the previous embodiment, the invention is not limited to this, and particle board, plywood or a combination thereof may be used.

【0016】[0016]

【発明の効果】以上説明したような本発明の二重床下地
システム及びその構築方法によれば、床高調整機構が
要らず、それに伴い単純化、材料費及び工数の低減が顕
著になる。微小な床面の不陸は弾性支持ベース部材自
身で吸収でき、遮音特性も良くなる。床高の調整も安
価に入手できるスペーサの追加で対応できる。床パネ
ルを二枚に分割して片面ガラスネット埋込パーティクル
ボードを採用することで、従来のものより大幅な軽量化
でき、市場性の良い900×1800の標準サイズも適
用でき経済的。弾性支持ベース部材が安価で取り付け
方法も簡単となるので、支持間隔を450mm均等にして
もあまり高価にならず、性能的にみても格段に安定化す
る。片面ガラスネット埋込パーティクルボードを適用
することで、薄い床パネルにでき、吸湿による反りの問
題も二枚反対向き重ねで問題なく使用できる。二枚重
ねの床パネルのずらし重ねにより捨板機能を兼ねること
もでき、どのような仕上げ材でも格別な捨板が不要で経
済的。等の効果を得ることができ、従って、複雑な床高
さ調整機構を必要とすることなく施工性に優れた二重床
下地システム及びその構築方法を提供するという所期の
目的は十分に達成でき、実用価値は大きい。
According to the double floor base system and the method for constructing the same of the present invention as described above, the floor height adjusting mechanism is not required, and the simplification, the material cost and the reduction of the man-hour become remarkable. The minute unevenness of the floor surface can be absorbed by the elastic support base member itself, and the sound insulation characteristics are improved. The floor height can be adjusted by adding a spacer that can be obtained at low cost. By dividing the floor panel into two pieces and using a single-sided glass net embedded particle board, it is possible to achieve a significantly lighter weight than conventional ones, and it is economical to use the standard size of 900 × 1800, which has good marketability. Since the elastic support base member is inexpensive and the mounting method is simple, even if the support interval is 450 mm, it is not very expensive, and the performance is remarkably stabilized. By applying a single-sided glass net embedded particle board, it is possible to make a thin floor panel, and the problem of warpage due to moisture absorption can be used without problems by stacking two sheets in opposite directions. It is also possible to combine the functions of a wasteboard by stacking two stacked floor panels, making it economical because no special wasteboard is required for any finishing material. Therefore, the intended purpose of providing a double-floor substrate system and its construction method with excellent workability without the need for a complicated floor-height adjusting mechanism is sufficiently achieved. It is possible and has great practical value.

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

【図1】本発明にかかる二重床下地システムの一実施例
を示し、(a)は正面的断面図、(b)は平面的説明
図。
1A and 1B show an embodiment of a double floor base system according to the present invention, in which FIG. 1A is a front sectional view and FIG. 1B is a plan explanatory view.

【図2】本発明にかかる二重床下地システムにおいて使
用する支持脚の主体となる弾性支持ベース部材の一実施
例を示し、(a)は正面的断面図((b)のA−A′断
面)、(b)は平面と底面とを同居させた状態の説明
図。
FIG. 2 shows an embodiment of an elastic support base member which is a main body of a support leg used in the double floor base system according to the present invention, and (a) is a front sectional view (A-A ′ of (b)). (Cross section), (b) is an explanatory view of a state in which a flat surface and a bottom surface are made to live together.

【図3】従来の二重床下地システムの例を示し、(a)
は正面的断面図、(b)は平面的説明図。
FIG. 3 shows an example of a conventional double floor base system, (a)
Is a front sectional view, and (b) is a plan explanatory view.

【符号の説明】[Explanation of symbols]

12 床パネル 12−1,12−2 片面ガラスネット埋込パーティク
ルボード 13 ガラスネット 14 スペーサー 15 弾性支持ベース部材 17−1〜17−8 支持脚ユニット 150 円盤状の本体(弾性支持ベース部材) 151 接地用柱状部材 152 撓み制限用柱状部材 153 円周溝 154 円周突堤
12 Floor Panels 12-1, 12-2 Single-sided Glass Net Embedded Particle Board 13 Glass Net 14 Spacer 15 Elastic Support Base Member 17-1 to 17-8 Support Leg Unit 150 Disk-shaped Main Body (Elastic Support Base Member) 151 Ground Column member for use 152 Column member for deflection restriction 153 Circumferential groove 154 Circumferential jetty

───────────────────────────────────────────────────── フロントページの続き (72)発明者 金田 実 茨城県日立市助川町3丁目1番1号 日立 ゴム加工株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Minor Kaneda 3-1-1 Sukegawa-cho, Hitachi-shi, Ibaraki Hitachi Rubber Processing Co., Ltd.

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】床パネルと支持脚により二重床状となし床
パネルの上にフローリング、カーペット、ビニルシー
ト、畳等の床仕上げ材を施す二重床下地システムにおい
て、支持脚として高分子材料により円盤状に形成された
弾性支持ベース部材を用い、弾性支持ベース部材は高さ
を低く且つ外径を大きくして床パネルの下面に取り付け
てなることを特徴とする二重床下地システム。
1. A double-floor base system for applying floor finishing materials such as flooring, carpet, vinyl sheet, and tatami on a double-floor and non-floor panel by means of floor panels and supporting legs. A double-floor base system, wherein the elastic support base member is formed in a disk shape, and the elastic support base member is attached to the lower surface of the floor panel with a low height and a large outer diameter.
【請求項2】弾性支持ベース部材には、その下面側にお
いて細くて長い接地用柱状部材と太くて短い撓み制限用
柱状部材とを群をなして有するとともに、上面側におい
て同心円状の円周溝及びそれにより仕切られた円周突堤
を有してなることを特徴とする請求項1記載の二重床下
地システム。
2. The elastic support base member has a thin and long grounding columnar member and a thick and short deflection limiting columnar member in a group on the lower surface side, and has a concentric circular groove on the upper surface side. 2. The double-floor base system according to claim 1, further comprising a circumferential jetty partitioned by the partition.
【請求項3】支持脚は、弾性支持ベース部材を本体とし
て、これのみを床パネルの下面に直に取り付けるか或い
は木質系のスペーサを介して取り付けるかして高さを可
変としてなることを特徴とする請求項1記載の二重床下
地システム。
3. The height of the support leg is variable by using the elastic support base member as a main body and directly attaching only this to the lower surface of the floor panel or attaching it through a wooden spacer. The double floor base system according to claim 1.
【請求項4】床パネルは2枚の木質系ボードをいずれの
幅方向にも所要寸法だけずらして重ね結合し各側縁に段
差部を有したものとし、隣接する床パネル間では段差部
同士をかみ合わせて密着結合させ、その密着結合部分の
下側から弾性支持ベース部材で支えるようにしたことを
特徴とする請求項1記載の二重床下地システム。
4. The floor panel is formed by stacking two wood-based boards by shifting them by a required dimension in any width direction and stacking them to each other so that each side edge has a step portion. The double-floor flooring system according to claim 1, characterized in that the elastic support base member is supported from below the tightly bonded portion by interlocking the members with each other.
【請求項5】2枚の木質系ボードともに片面ガラスネッ
ト埋込パーティクルボードを用い、お互いのガラスネッ
ト埋込面が反対となるように積層一体化したことを特徴
とする請求項1または請求項4記載の二重床下地システ
ム。
5. A single-sided glass net-embedded particle board is used for both of the two wood-based boards, and they are laminated and integrated so that their glass net-embedded surfaces are opposite to each other. The double floor base system described in 4.
【請求項6】床パネルは、縦横の寸法を1対2の割合と
し、弾性支持ベース部材の間隔を縦横共に全て同一ピッ
チとすることを特徴とする請求項4記載の二重床下地シ
ステム。
6. The double-floor flooring system according to claim 4, wherein the floor panel has vertical and horizontal dimensions of 1 to 2, and the elastic support base members are arranged at the same pitch in both vertical and horizontal directions.
【請求項7】床パネルと支持脚により二重床状となし床
パネルの上にフローリング、カーペット、ビニールシー
ト、畳等の床仕上げ材を施す二重床下地システムにおい
て、支持脚として高分子材料により円盤状に形成された
弾性支持ベース部材を用い、この弾性支持ベース部材を
隣接させる床パネルの一方の床パネル側に予め取り付け
た状態で床面に置敷し、隣接する他方の床パネルをかか
る弾性支持ベース部材の露出部分に載せて置敷敷設する
ことを特徴とする二重床下地システムの構築方法。
7. A double-floor base system for applying floor finishing materials such as flooring, carpet, vinyl sheet, tatami mat, etc. to a double-floor and non-floor panel by a floor panel and supporting legs, and a polymeric material as the supporting legs. By using the elastic support base member formed in a disk shape by the above, the elastic support base member is laid on the floor surface in a state where it is previously attached to one floor panel side of the adjacent floor panel, and the other adjacent floor panel is applied. A method for constructing a double-floor foundation system, which comprises laying down on an exposed portion of an elastic support base member.
【請求項8】床パネルとして2枚の木質系ボードを何れ
の幅方向にもずらして予め積層一体化したずらし貼り複
合パネルを用い、そのずらし貼り複合パネルを現地で順
次突き合わせ結合して隙間なしの床パネル群を構築する
ことを特徴とする二重床下地システムの構築方法。
8. As a floor panel, a shift-bonded composite panel in which two wood-based boards are shifted in any width direction and preliminarily laminated and integrated is used, and the shift-bonded composite panels are sequentially butted and joined at the site without a gap. A method for constructing a double-floor foundation system, which is characterized by constructing a group of floor panels.
JP29320894A 1994-11-28 1994-11-28 Subfloor system for double floor, and constructing method therefor Pending JPH08151781A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29320894A JPH08151781A (en) 1994-11-28 1994-11-28 Subfloor system for double floor, and constructing method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29320894A JPH08151781A (en) 1994-11-28 1994-11-28 Subfloor system for double floor, and constructing method therefor

Publications (1)

Publication Number Publication Date
JPH08151781A true JPH08151781A (en) 1996-06-11

Family

ID=17791830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29320894A Pending JPH08151781A (en) 1994-11-28 1994-11-28 Subfloor system for double floor, and constructing method therefor

Country Status (1)

Country Link
JP (1) JPH08151781A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013136918A (en) * 2011-12-28 2013-07-11 Gokan Co Ltd Movable training hall floor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013136918A (en) * 2011-12-28 2013-07-11 Gokan Co Ltd Movable training hall floor

Similar Documents

Publication Publication Date Title
AU634727B2 (en) Portable cushioned floor system
US7694480B2 (en) Panel-type subfloor for athletic floor
US20080060305A1 (en) Interlocking Floor
US4682459A (en) Flooring system
CN102906356B (en) Substrate floor and floor system
JP2842632B2 (en) Dry flooring method and joist unit
JPH08151781A (en) Subfloor system for double floor, and constructing method therefor
AU2011254867A1 (en) Substructure for supporting a flooring and flooring system comprising the same
JP3187875B2 (en) Dry flooring method
JP3341110B2 (en) Storage floor
JP2001159208A (en) Double floor structure in multiple dwelling house or the like
JP2576229B2 (en) Floor material
JP7462451B2 (en) Direct-pasted floor structure
JP3180152B2 (en) Floorboards for raised floors
JPH0342195Y2 (en)
JPH0413319Y2 (en)
JP2533754Y2 (en) Wooden soundproof floorboard
JP3001383B2 (en) Dry flooring method and unit support leg used for it
KR100959183B1 (en) Elasticity floor board assembly
JP2580722Y2 (en) Floor panel
JP2011256531A (en) Double floor supporting leg, double floor structure using the same, and construction method thereof
JP3451484B2 (en) Flooring blocks
RU2311516C2 (en) Resilient member for false floor and production method thereof
JPH01244065A (en) Vibration-and sound-proof composite board
JPH07109817A (en) Floor structure