JPH094192A - Concrete form material for floating floor - Google Patents

Concrete form material for floating floor

Info

Publication number
JPH094192A
JPH094192A JP15906795A JP15906795A JPH094192A JP H094192 A JPH094192 A JP H094192A JP 15906795 A JP15906795 A JP 15906795A JP 15906795 A JP15906795 A JP 15906795A JP H094192 A JPH094192 A JP H094192A
Authority
JP
Japan
Prior art keywords
floor
floating floor
mold
floating
form part
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
JP15906795A
Other languages
Japanese (ja)
Inventor
Yuuji Satou
裕自 佐藤
Masayoshi Narita
政義 成田
Fuminari Shinohara
文成 篠原
Haruo Sasaki
晴夫 佐々木
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP15906795A priority Critical patent/JPH094192A/en
Publication of JPH094192A publication Critical patent/JPH094192A/en
Pending legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Abstract

PURPOSE: To suppress costs and establish a lightweight construction by reducing man-hours for manufacturing a concrete form material for a floating floor and also the number of component parts. CONSTITUTION: A concrete form material 1 for a floating floor has a form part 2, which expands in horizontal directions and in which concrete and other hardening material are placed, and supporting legs 4 which are installed on the form part 2 protrusively downward and supports it on a foundation floor afloat, wherein the whole construction is embodies as a single piece from a synthetic resin with independent bubbles turned into inside form molded foaming body owing to foaming beads. At least a supporting part 4a of each leg 4 contacting with a foundation floor should be embodied a greater foaming rate than the other parts including the form part 2.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、基礎床上に所定高さ
の床を構成する浮き床用型枠材に関し、前記基礎床と浮
き床との間を遮音し且つ両者間の空間を配管や配線に使
用可能にした型枠材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork material for a floating floor which constitutes a floor of a predetermined height on a foundation floor. The present invention relates to a form material that can be used for wiring.

【0002】[0002]

【従来の技術】従来の浮き床用型枠材としては、本出願
人が共同出願人となっている特開平4−85452号公
報記載の発明ががある。すなわち、従来の浮き床用型枠
材は、水平方向に広がりを有し且つ内部にコンクリート
その他の硬化性材料が打設される型枠部と、前記型枠部
から一体且つ下向きに突設されて基礎床上に前記型枠部
を浮かせて支持する、中空且つ逆円錐台状の支持脚部と
からなり、前記支持脚部のうち前記基礎床上に接する支
持部として、前記支持脚部の他の部位とは別体の緩衝材
を固着して設けてなる。前記型枠部の底と逆円錐台状の
支持脚部の上端とは連続し、型枠部の内部と支持脚部の
内部とは連通していて、これらの内部に前記硬化性材料
が充填されるようになっている。前記支持部を除く支持
脚部と前記型枠部とは、前記公報には記載されていない
が、本出願人は前記従来の型枠材を合成樹脂板によって
成形した。
2. Description of the Related Art As a conventional floating floor frame material, there is an invention described in Japanese Patent Application Laid-Open No. 4-85452 in which the present applicant is a joint applicant. That is, a conventional floating floor form material is a form part that has a horizontal expanse and in which concrete or other curable material is placed, and is integrally and downwardly projected from the form part. A support leg that is hollow and has an inverted truncated cone shape that floats and supports the mold part on the foundation floor as a support portion of the support leg that is in contact with the foundation floor. A cushioning material separate from the part is fixedly provided. The bottom of the mold part and the upper end of the inverted frustoconical support leg part are continuous with each other, and the inside of the mold part and the inside of the support leg part are communicated with each other, and the inside of these is filled with the curable material. It is supposed to be done. Although the supporting leg portion excluding the supporting portion and the mold frame portion are not described in the publication, the applicant of the present invention molded the conventional mold material with a synthetic resin plate.

【0003】[0003]

【発明が解決使用とする課題】ところが、前記従来の型
枠材を合成樹脂板によって成形したものでは、支持脚部
の支持部が支持脚部の他の部位とは別体であって、支持
部を前記他の部位に固着しているため、コスト低減の要
請に対応することが困難であった。また前記合成樹脂板
によって成形したものは重量も比較的大きいたために搬
送や施工性も十分ではなかった。
However, in the conventional mold material formed by a synthetic resin plate, the supporting portion of the supporting leg portion is separate from the other portions of the supporting leg portion, and the supporting portion is not supported. Since the part is fixed to the other part, it is difficult to meet the demand for cost reduction. In addition, since the molded product made of the synthetic resin plate has a relatively large weight, the transportability and workability are not sufficient.

【0004】そこで、この発明は、製造工数と部品点数
を低減させてコスト低減を図るとともに軽量化を図るこ
とができる浮き床用型枠材を得ることを目的としてい
る。
Therefore, an object of the present invention is to obtain a formwork material for a floating floor, which can reduce the number of manufacturing steps and the number of parts to reduce the cost and the weight.

【0005】[0005]

【課題を解決するための手段】この発明の浮き床用型枠
材は、水平方向に広がりを有し且つ内部にコンクリート
その他の硬化性材料が打設される型枠部と、前記型枠部
から下向きに突設されて基礎床上に前記型枠部を浮かせ
て支持する支持脚部とを有する浮き床用型枠材であっ
て、全体を発泡合成樹脂で一体成形するとともに、前記
支持脚部における少なくとも前記基礎床上に接する支持
部を、前記型枠部を含む他の部位よりも発泡率を大にし
て形成した。
DISCLOSURE OF THE INVENTION A mold material for a floating floor according to the present invention is a mold part having a horizontal expanse and in which concrete or other hardening material is cast, and the mold part. Is a form material for a floating floor, which has a support leg portion that projects downward from the base portion and floats and supports the form portion on a foundation floor. The support leg portion is integrally molded with foamed synthetic resin as a whole. In at least the supporting part in contact with the base floor, the foaming rate was made larger than that of other parts including the mold part.

【0006】この浮き床用型枠材は、全体を発泡ビーズ
による型内成形発泡体として一体成形するとともに、各
気泡を独立気泡にするとよい。
[0006] This floating floor frame material is preferably integrally molded as an in-mold molded foam body of foam beads, and each cell is preferably an independent cell.

【0007】[0007]

【作用】全体が発泡合成樹脂により成形されているため
軽量化されて搬送が容易で浮き床の施工性もよく、また
支持脚部の少なくとも基礎床上に接する部分が他の部位
よりも発泡率が大になっているため衝撃吸収性が高く、
したがって床衝撃音の伝播を有効に防止できる。製造に
際しても型内で発泡成形するだけの工程で型枠材を成形
することができる。
[Function] Since the whole is molded from foamed synthetic resin, it is lightweight, easy to transport, and has good workability on floating floors. In addition, at least the portion of the supporting legs that is in contact with the foundation floor has a foaming rate higher than other parts. Since it is large, it has high shock absorption,
Therefore, the propagation of floor impact sound can be effectively prevented. Also in manufacturing, the mold frame material can be molded by a process of only foam molding in the mold.

【0008】また、型枠材全体を発泡ビーズによる型内
成形発泡体として一体成形し且つ各気泡は独立をなして
いるから、耐緩衝性及び形状の復元性にすぐれ、また発
泡率を調節することにより圧縮強度を調節することがで
きる。
Further, since the whole mold material is integrally molded as an in-mold molding foamed body of foam beads and each cell is independent, it is excellent in cushioning resistance and shape restoring property, and the foaming rate is adjusted. By doing so, the compressive strength can be adjusted.

【0009】[0009]

【発明の実施の形態】図1は浮き床用型枠材1の平面図
であり、その−線断面図が図2である。この浮き床
用型枠材1は全体が発泡ポリプロピレン樹脂により一体
成形されるものであるが、水平方向に広がりを有し且つ
内部にコンクリートその他の硬化性材料が打設される型
枠部2と、前記型枠部2から下向きに突設されて基礎床
3上に前記型枠部2を浮かせて支持する支持脚部4とに
大別される。
1 is a plan view of a floating floor formwork 1, and FIG. 2 is a cross-sectional view taken along the line-. The floating floor frame material 1 is integrally formed of foamed polypropylene resin as a whole, but it has a horizontal shape and a mold portion 2 into which concrete or other curable material is cast. , And a support leg portion 4 that projects downward from the mold portion 2 and supports the mold portion 2 on the foundation floor 3 in a floating manner.

【0010】型枠部2は、概略して水平な平板部2aと
その周囲の10mm程度高い縁部2bとによりなる平面矩
形の盆状をしており、この実施例では平面において一辺
が500mm程度の正方形をなす。この型枠部2の平板部
2aには逆円錐台状の支持脚部4が一体に成形されてお
り、平板部2aには支持脚部4の部分に穴が開いてい
て、平板部2aの上面が支持脚部4の内部に連通してい
る。この浮き床用型枠材1の高さは70mm程度である。
The mold part 2 is in the form of a flat rectangular tray which is composed of a flat plate part 2a which is roughly horizontal and an edge part 2b which is higher by about 10 mm around the flat plate part 2a. In this embodiment, one side is about 500 mm in the plane. Form a square. An inverted frustoconical support leg portion 4 is integrally formed on the flat plate portion 2a of the frame portion 2, and a hole is formed in the flat plate portion 2a at the support leg portion 4 so that the flat plate portion 2a has a hole. The upper surface communicates with the inside of the support leg portion 4. The height of the floating floor formwork 1 is about 70 mm.

【0011】支持脚部4のうち、基礎床3に接する支持
部4aは、外径が80mm程度で厚みが20mm程度の平面
円形をなし、他の部位、すなわち型枠部2と支持脚部4
のうちの支持部4aを除く部分とに比較して発泡率が大
となっている。すなわち、支持部4aは発泡率を30%
とし、また他の部位は発泡率を15%としている。かか
る発泡率の数値は、浮き床用型枠材1の材料や厚み寸法
等の条件によって相違することは勿論であるが、支持部
4aの発泡率が他の部位の発泡率より大となるべき条件
は変わらない。
Of the supporting legs 4, the supporting part 4a which is in contact with the foundation floor 3 has a flat circular shape having an outer diameter of about 80 mm and a thickness of about 20 mm, and other parts, that is, the mold part 2 and the supporting leg 4
The foaming rate is higher than that of the portion excluding the support portion 4a. That is, the supporting portion 4a has a foaming rate of 30%.
In addition, the foaming rate of other parts is set to 15%. Needless to say, the numerical value of the foaming rate differs depending on the material of the floating floor frame material 1 and the conditions such as the thickness dimension, but the foaming rate of the support portion 4a should be higher than the foaming rates of other parts. The conditions do not change.

【0012】さらに、浮き床用型枠材1は全体を発泡ビ
ーズによる型内成形発泡体として一体成形し且つ各気泡
は独立をなしている。このため、耐緩衝性及び形状の復
元性に優れ、また特に支持部4aの発泡率を調節するこ
とにより圧縮強度を調節することもできる。なお、前記
平板部2aと支持脚部4のうち支持部を除く部分とは厚
みが13mm程度となっている。また浮き床用型枠材1の
前記材質は、耐薬品,耐油,耐熱収縮,耐熱の各性能に
優れ、且つ高弾性があるが、浮き床用型枠材1を用いる
室の用途によっては他の合成樹脂を用いることも可能で
あるし、また浮き床用型枠材1の前記各部位の寸法は施
工性や搬送性等の条件により他の寸法とすることも可能
である。さらに、型枠部2に対する支持脚部4の数及び
支持脚部4の大きさについても、前記の形態に限定され
るものではない。
Further, the floating floor mold material 1 is integrally molded as an in-mold foam body made of foam beads and each cell is independent. Therefore, it is excellent in cushioning resistance and shape restoring property, and in particular, the compressive strength can be adjusted by adjusting the foaming rate of the supporting portion 4a. The flat plate portion 2a and the portion of the supporting leg portion 4 excluding the supporting portion have a thickness of about 13 mm. Further, the above-mentioned material of the floating floor frame material 1 is excellent in chemical resistance, oil resistance, heat shrinkage, and heat resistance and has high elasticity, but it may be different depending on the use of the room in which the floating floor frame material 1 is used. It is also possible to use the above synthetic resin, and the dimensions of the respective portions of the floating floor frame material 1 may be other dimensions depending on conditions such as workability and transportability. Further, the number of support legs 4 with respect to the mold part 2 and the size of the support legs 4 are not limited to the above-described form.

【0013】[0013]

【実施例】図3は、浮き床用型枠材1を用いた第1実施
例を示す縦断面図であり、床框5との間に緩衝材6を介
在させて、基礎床3上に複数の浮き床用型枠材1を並べ
て敷設するとともに、浮き床用型枠材1上にメッシュ筋
7を載置させて、浮き床用型枠材1の縁部2bにメッシ
ュ筋7を支持させる。而して型枠部2の縁部2aの高さ
寸法によりメッシュ筋7に対するモルタルのかぶりを確
保している。かかる状態で床框5の高さまでモルタル8
(普通モルタル)を打設し硬化させている。この例では
基礎床3上面からモルタル8上面までを100mm程度と
している。前記モルタル8に代えて石膏,コンクリート
等の他の硬化性材料を使用することも可能である。
EXAMPLE FIG. 3 is a vertical cross-sectional view showing a first example in which a floating floor frame material 1 is used. A plurality of cushioning materials 6 are provided between a floor frame 5 and a plurality of base floors 3. The floating floor formwork materials 1 are laid side by side, and the mesh reinforcements 7 are placed on the floating floor formwork material 1 so that the mesh reinforcements 7 are supported by the edges 2b of the floating floor formwork material 1. . Thus, the height dimension of the edge portion 2a of the mold frame portion 2 secures the fogging of the mortar on the mesh streaks 7. Mortar 8 up to the height of the floor frame 5
(Ordinary mortar) is placed and cured. In this example, the distance from the upper surface of the foundation floor 3 to the upper surface of the mortar 8 is about 100 mm. Instead of the mortar 8, it is possible to use other curable materials such as gypsum and concrete.

【0014】図4は、第2実施例を示す縦断面図であ
り、メッシュ筋7及びモルタル8を打設硬化させるまで
は図3のものと同一であるが、ここではモルタル8の上
面にアクリルポリマセメントモルタル9を3mm程度の厚
さで櫛目塗りしたうえに厚さ12mm程度のフローリング
材10を施したものである。図5は、第3実施例を示す
縦断面図であり、図4のアクリルポリマセメントモルタ
ル9とフローリング材10との間に、厚さ4mm程度のポ
リプロピレンシートとアクリルポリマセメントモルタル
とを、前記シートを下にして施工した例である。
FIG. 4 is a vertical cross-sectional view showing a second embodiment, which is the same as that of FIG. 3 until the mesh streaks 7 and the mortar 8 are set and hardened, but here, the acrylic resin is applied to the upper surface of the mortar 8. The polymer cement mortar 9 is comb-coated with a thickness of about 3 mm and a flooring material 10 with a thickness of about 12 mm is applied. FIG. 5 is a vertical cross-sectional view showing a third embodiment, in which a polypropylene sheet having a thickness of about 4 mm and an acrylic polymer cement mortar are placed between the acrylic polymer cement mortar 9 and the flooring material 10 shown in FIG. Is an example of construction with the bottom.

【0015】図6は、第4実施例を示す縦断面図であ
り、メッシュ筋7及びモルタル8を打設硬化させるまで
は図3のものと同一であるが、そのモルタル8上に、押
し出し発泡ポリスチレン製ボード(商品名「スライロボ
ード」)入り藁床畳11を敷設して和室用の床とした例
である。図3ないし図6において12は配管,配線を示
しており、支持脚部4によって基礎床3上に形成された
空間を利用して配置されている。
FIG. 6 is a longitudinal sectional view showing a fourth embodiment, which is the same as that of FIG. 3 until the mesh streaks 7 and the mortar 8 are set and hardened, but extrusion foaming is performed on the mortar 8. This is an example in which a straw floor tatami mat 11 containing a polystyrene board (trade name "Shiroro Board") is laid to form a floor for a Japanese-style room. In FIGS. 3 to 6, reference numeral 12 denotes piping and wiring, which are arranged by utilizing the space formed on the foundation floor 3 by the support leg portions 4.

【0016】次に、前記図3〜図6に示した第1〜第4
実施例と、単なる基礎床3のみの場合との床衝撃音レベ
ルを比較した結果について説明する。これら床衝撃音レ
ベルの測定は、図7に示すように上下前後左右の六面を
鉄筋コンクリートで囲んで集合住宅の一室のように形成
した受音室内13に精密騒音計14を設置するととも
に、天井板を前記基礎床3としたものである。この基礎
床3上に図3〜図6に示した前記各床を施工して、その
上から軽量衝撃源としてタッピングマシン15と重量衝
撃源としてバングマシン16とにより各床に衝撃を付与
し、前記精密騒音計14でオクターブバンド中心周波数
(Hz)と平均床衝撃音レベル(dB)との関係を測定した結果
が図8と図9である。
Next, the first to fourth parts shown in FIGS.
The results of comparing the floor impact sound levels of the example and the case of only the basic floor 3 will be described. As shown in FIG. 7, the floor impact sound level is measured by installing a precision sound level meter 14 in a sound receiving room 13 which is formed like a single room in an apartment house by enclosing six sides of up, down, front, back, left and right with reinforced concrete. The ceiling board is the basic floor 3. Each of the floors shown in FIGS. 3 to 6 is constructed on the foundation floor 3, and a shock is applied to the floors by the tapping machine 15 as a lightweight impact source and the bang machine 16 as a heavy impact source. Octave band center frequency with the precision sound level meter 14
The results of measuring the relationship between (Hz) and the average floor impact sound level (dB) are shown in FIGS. 8 and 9.

【0017】図8は前記軽量衝撃源による衝撃付与時の
データであり、また図9は前記重量衝撃源による衝撃付
与時のデータである。これらの図において、○印で結ば
れた線は浮き床用型枠材1を使用しないで基礎床3のみ
の場合の測定値であり、△印で結ばれた線は図3の第1
実施例の場合、▽印で結ばれた線は図4の第2実施例の
場合、□印で結ばれた線は図5の第3実施例の場合、◇
印で結ばれた線は図6の第4実施例の場合の各測定値を
示している。
FIG. 8 shows data when a shock is applied by the lightweight shock source, and FIG. 9 shows data when a shock is applied by the heavy shock source. In these figures, the line connected with a circle is the measured value when only the foundation floor 3 is used without using the floating floor formwork material 1, and the line connected with a triangle is the first line in FIG.
In the case of the embodiment, the line connected by the ∇ mark is the case of the second embodiment of FIG. 4, and the line connected by the □ is the case of the third embodiment of FIG.
The lines connected by marks show the respective measured values in the case of the fourth embodiment of FIG.

【0018】これら図8及び図9に示されたように、前
記浮き床用型枠材1を使用して浮き床を形成した場合に
は、支持脚部4の少なくとも基礎床3上に接する支持部
4aが他の部位よりも発泡率が大になっているため、吸
音率が高く、したがって床衝撃音の伝播を有効に防止で
きることが判明した。しかも、全体が発泡合成樹脂によ
り成形されているため軽量化されて搬送が容易で浮き床
の施工性もよいし、また製造に際しても型内で発泡成形
するだけの工程で浮き床用型枠材1を成形することがで
きるという利点がある。
As shown in FIGS. 8 and 9, when a floating floor is formed by using the floating floor formwork 1, the support legs 4 are in contact with at least the foundation floor 3. It has been found that the portion 4a has a higher foaming rate than the other portions, so that the sound absorbing rate is high and therefore the propagation of the floor impact sound can be effectively prevented. Moreover, since the whole is molded with foamed synthetic resin, it is lightweight and easy to transport, and the workability of the floating floor is also good, and at the time of manufacturing, the foaming frame material for the floating floor is formed by just foam-molding in the mold. 1 has the advantage that it can be molded.

【0019】[0019]

【発明の効果】以上説明したように、請求項1記載の発
明によれば、全体が発泡合成樹脂により成形されている
ため軽量化されて搬送が容易で浮き床の施工性もよく、
また支持脚部の少なくとも基礎床上に接する部分が他の
部位よりも発泡率が大になっているため衝撃吸収性が高
く、したがって床衝撃音の伝播を有効に防止できる。ま
た製造に際しても型内で発泡成形するだけの工程で型枠
材を成形することができる。
As described above, according to the first aspect of the present invention, since the whole is molded of the foamed synthetic resin, the weight is reduced, the transportation is easy, and the workability of the floating floor is good.
Further, since the foaming rate of at least the portion of the support leg that is in contact with the base floor is higher than that of the other portions, the impact absorption is high, and therefore the propagation of the floor impact sound can be effectively prevented. Further, also in the manufacturing process, the mold frame material can be molded only by the foam molding in the mold.

【0020】また、請求項2記載の発明によれば、請求
項1の前記効果に加えて、型枠材全体を発泡ビーズによ
る型内成形発泡体として一体成形し且つ各気泡は独立を
なしているから、耐緩衝性及び形状の復元性に優れ、ま
た発泡率を調節することにより圧縮強度を調節すること
ができるという効果もある。
According to the second aspect of the present invention, in addition to the effect of the first aspect, the entire mold material is integrally molded as an in-mold foamed body of foam beads and each bubble is independent. Therefore, there is an effect that it is excellent in cushioning resistance and shape restoring property, and that the compression strength can be adjusted by adjusting the foaming rate.

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

【図1】この発明の実施の一形態を示す平面図。FIG. 1 is a plan view showing an embodiment of the present invention.

【図2】図1の−線断面図。FIG. 2 is a sectional view taken along the line − in FIG.

【図3】この発明の第1実施例を示す縦断面図。FIG. 3 is a vertical sectional view showing the first embodiment of the present invention.

【図4】この発明の第2実施例を示す縦断面図。FIG. 4 is a vertical sectional view showing a second embodiment of the present invention.

【図5】この発明の第3実施例を示す縦断面図。FIG. 5 is a vertical sectional view showing a third embodiment of the present invention.

【図6】この発明の第4実施例を示す縦断面図。FIG. 6 is a vertical sectional view showing a fourth embodiment of the present invention.

【図7】床衝撃音レベルを測定した状態の説明図。FIG. 7 is an explanatory diagram of a state where a floor impact sound level is measured.

【図8】各実施例の軽量衝撃源による床衝撃音レベルを
示すグラフ。
FIG. 8 is a graph showing the floor impact sound level by the lightweight impact source of each example.

【図9】各実施例の重量衝撃源による床衝撃音レベルを
示すグラフ。
FIG. 9 is a graph showing the floor impact sound level according to the heavy impact source of each example.

【符号の説明】[Explanation of symbols]

1 浮き床用型枠材 2 型枠部 2a 平板部 2b 縁部 3 基礎床 4 支持脚部 4a 支持部 8 モルタル 1 Formwork material for floating floor 2 Formwork part 2a Flat plate part 2b Edge part 3 Foundation floor 4 Support leg part 4a Support part 8 Mortar

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐々木 晴夫 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Haruo Sasaki 1-25-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei Corporation

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水平方向に広がりを有し且つ内部にコン
クリートその他の硬化性材料が打設される型枠部と、前
記型枠部から下向きに突設されて基礎床上に前記型枠部
を浮かせて支持する支持脚部とを有する浮き床用型枠材
において、全体を発泡合成樹脂で一体成形するととも
に、前記支持脚部における少なくとも前記基礎床上に接
する支持部を、前記型枠部を含む他の部位よりも発泡率
を大にして形成したことを特徴とする浮き床用型枠材。
1. A form part having a horizontal expanse in which concrete or other hardening material is placed, and a form part projecting downward from the form part to form the form part on a foundation floor. In a floating floor form material having support legs that are floated and supported, the whole is integrally molded of foamed synthetic resin, and the support portions of the support legs that are in contact with at least the base floor include the form portion. A mold material for a floating floor, which is formed so as to have a higher foaming rate than other parts.
【請求項2】 全体を発泡ビーズによる型内成形発泡体
として一体成形するとともに、各気泡を独立気泡とした
ことを特徴とする請求項1記載の浮き床用型枠材。
2. The mold material for a floating floor according to claim 1, wherein the whole is integrally molded as an in-mold molded foam made of foam beads and each cell is an independent cell.
JP15906795A 1995-06-26 1995-06-26 Concrete form material for floating floor Pending JPH094192A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15906795A JPH094192A (en) 1995-06-26 1995-06-26 Concrete form material for floating floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15906795A JPH094192A (en) 1995-06-26 1995-06-26 Concrete form material for floating floor

Publications (1)

Publication Number Publication Date
JPH094192A true JPH094192A (en) 1997-01-07

Family

ID=15685499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15906795A Pending JPH094192A (en) 1995-06-26 1995-06-26 Concrete form material for floating floor

Country Status (1)

Country Link
JP (1) JPH094192A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020112012A (en) * 2019-01-17 2020-07-27 三洋工業株式会社 Floor wiring structure, its forming method and floor wiring structure set

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020112012A (en) * 2019-01-17 2020-07-27 三洋工業株式会社 Floor wiring structure, its forming method and floor wiring structure set

Similar Documents

Publication Publication Date Title
JP2001214562A (en) Hollow slab embedding material, hollow slab base plate having it, and construction having hollow slab structure with fixed embedding material
JP2015048654A (en) Free access floor
KR102343095B1 (en) Insulated Slab-Integrated Interlayer Noise Reduction Structure
JPH094192A (en) Concrete form material for floating floor
KR200378497Y1 (en) Concrete floor soundproof materials
KR102211578B1 (en) A Panel for interlayer sound insulation and manufacturing method and construction method thereof
JPH0633586A (en) Impulsive sound damping floor
KR20060117868A (en) Construction to sound insulation of floor impact noise
KR101774494B1 (en) Soundproof materials for building slab
CN220954110U (en) Built-in sound insulation floor of close rib of assembled
JP2008095389A (en) Sound-insulating structural skeleton
KR20040020608A (en) Floor structure of building
JPS6033974A (en) Floor base construction method
KR102621164B1 (en) Floor structure for reducing noise between floors and its construction method
JPH09228613A (en) Form material for floating floor
JP2006052590A (en) Heat insulation panel used in common for form and heat insulation concrete skeleton structure using the same and its construction method
CN214302542U (en) Wall panel connected with wall
JPH0485452A (en) Raised floor and its construction
KR101774499B1 (en) Soundproof materials for building slab
KR20060037485A (en) Floor pulse sound insulator
KR20050091857A (en) A buffer for insulating impact sound of building and a flat structure thereof
JPH0240184Y2 (en)
JPS62194357A (en) Floor panel support leg
JP2006045886A (en) Floor substrate
JPS5825080Y2 (en) Material for shock absorber at rising part of floating floor with installation kit