JPH10146819A - Embedding material of concrete slab - Google Patents

Embedding material of concrete slab

Info

Publication number
JPH10146819A
JPH10146819A JP30962196A JP30962196A JPH10146819A JP H10146819 A JPH10146819 A JP H10146819A JP 30962196 A JP30962196 A JP 30962196A JP 30962196 A JP30962196 A JP 30962196A JP H10146819 A JPH10146819 A JP H10146819A
Authority
JP
Japan
Prior art keywords
embedding material
concrete
base plate
plate part
embedding
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
JP30962196A
Other languages
Japanese (ja)
Inventor
Matsuo Oe
松男 大江
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.)
Japan Metals and Chemical Co Ltd
Original Assignee
Japan Metals and Chemical 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 Japan Metals and Chemical Co Ltd filed Critical Japan Metals and Chemical Co Ltd
Priority to JP30962196A priority Critical patent/JPH10146819A/en
Publication of JPH10146819A publication Critical patent/JPH10146819A/en
Pending legal-status Critical Current

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Landscapes

  • Porous Artificial Stone Or Porous Ceramic Products (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To surely fix to the base plate part of a concrete by means of a simple structure by a method wherein this embedding material is made of a platen-like synthetic resin foamed molded article, at the side walls of which respective inclined surfaces divergent from the top surface to the base plate side bottom surface of the platen are provided so as to embed its peripheral low end parts in a concrete base plate in order to be temporarily fixed through hardening. SOLUTION: As a means for temporarily fixing an embedding material 1 to the base plate part 30 of a concrete, its four side walls 16 are composed of inclined surfaces, each of which is divergent from its top surface 18 to the bottom surface 17 side of the base plate part 30. A sure temporarily fixing can be realized by expandingly immersing the divergent peripheral edge lower end part of the embedding material 1 into the base plate part 30 of the concrete through hardening. Concretely, since the side walls become narrower towards their upper part, by pressing the embedding material 1 in the base plate part 30, which is not yet hardened, of the concrete, the base plate part 30 of the concrete and the peripheral edge low end part of the embedding material 1 come into inclinedely contact with each other, resulting in allowing to surely prevent the embedding material 1 from falling off.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、鉄筋コンクリート
スラブのスラブ下層を構成する基板部に仮止めし、最終
的には鉄筋コンクリートスラブ内の軽量化を目的として
その中に封入する合成樹脂製の埋込材に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an embedding made of synthetic resin, which is temporarily fixed to a substrate constituting a lower layer of a reinforced concrete slab and finally enclosed therein for the purpose of reducing the weight of the reinforced concrete slab. It is about materials.

【0002】[0002]

【従来の技術】近年、ビルの高層化に伴い、建築物の軽
量化、建材の工業製品化、輸送の低コスト化を目的とし
て、建築物の床材、天井材に鉄筋コンクリートスラブが
使われている。このコンクリートスラブについて、最
近、高強度化、軽量化、遮音性向上を目的として、該ス
ラブ内部に発泡樹脂成形品からなる埋込材を封入するこ
とが行われている。
2. Description of the Related Art In recent years, with the rise of buildings, reinforced concrete slabs have been used for flooring and ceiling materials of buildings for the purpose of reducing the weight of buildings, commercializing building materials, and reducing transportation costs. I have. With respect to this concrete slab, an embedding material made of a foamed resin molded article has been recently filled in the slab for the purpose of increasing strength, reducing weight, and improving sound insulation.

【0003】このような鉄筋コンクリートスラブSは、
図8の(a)〜(c)に示すような工程を経て構築され
るのが普通である。 1.型枠10内に鉄筋20を配し、スラブ下層となるコ
ンクリートスラブの基板部30となるコンクリートを流
し込み、図示しない振動機により上下前後左右に振動を
与えて型枠10内のコンクリートを均一に充填する工
程。 2.このコンクリートスラブの基板部30が硬化する前
に発泡樹脂成形品からなる埋込材1を適宜間隔をもって
配設し仮止めする工程(図8a)。 3.型枠10内に蒸気を送り込んで常圧、高温度(80
℃〜90℃)下で数時間かけて養生を行いコンクリート
の基板部30を速やかに硬化させる工程。なお、この工
程はオーブンによる加熱養生や熱風炉による熱風養生で
あってもよい。 4.硬化した上記コンクリートの基板部30を工場から
建築現場に搬入し、その埋込材1付き基板部30のまわ
りを別の型枠10にて囲い、かつ上部側の鉄筋21を配
し、コンクリートスラブ上層となる後打コンクリート4
0を打設して埋込材1をコンクリートスラブ内に埋設
し、硬化させて鉄筋コンクリートスラブSを完成させる
(図8c)。
[0003] Such a reinforced concrete slab S is
It is common to construct through the steps shown in FIGS. 8A to 8C. 1. Reinforcing bars 20 are arranged in the formwork 10, concrete serving as the base 30 of the concrete slab serving as the lower layer of the slab is poured, and the concrete in the formwork 10 is uniformly filled by vibrating up, down, front, back, left and right by a vibrator (not shown). Process. 2. Before the substrate portion 30 of the concrete slab is cured, a step of arranging and temporarily fixing the embedding materials 1 made of a foamed resin molded product at appropriate intervals (FIG. 8A). 3. The steam is sent into the mold 10 to be at normal pressure and high temperature (80
(° C. to 90 ° C.) for several hours to cure the concrete substrate portion 30 quickly. This step may be heating curing by an oven or hot-air curing by a hot-blast stove. 4. The hardened concrete board part 30 is carried into the building site from the factory, the surroundings of the board part 30 with the embedding material 1 are surrounded by another formwork 10, and the rebar 21 on the upper side is arranged. Post-cast concrete 4 to be the upper layer
0, the embedding material 1 is embedded in the concrete slab, and is hardened to complete the reinforced concrete slab S (FIG. 8c).

【0004】[0004]

【発明が解決しようとする課題】特公昭59−2286
2号公報に明示されているように、コンクリートと発泡
樹脂成形品との接着力は悪く、発泡樹脂成形品がコンク
リート製品の型枠として用いられている。発泡樹脂成形
品からなる埋込材1は最終的には鉄筋コンクリートスラ
ブS内に埋設されるので、問題となるのは下層となるコ
ンクリートスラブの基板部30に仮止めする工夫である
といえる。
[Problems to be Solved by the Invention] Japanese Patent Publication No. 59-2286
As clearly shown in Japanese Patent Publication No. 2, the adhesive strength between concrete and a foamed resin molded product is poor, and the foamed resin molded product is used as a mold for a concrete product. Since the embedding material 1 made of a foamed resin molded product is ultimately embedded in the reinforced concrete slab S, it can be said that the problem is a method of temporarily fixing the embedding material 1 to the substrate portion 30 of the lower concrete slab.

【0005】現在広く行われているのは、特公昭57−
47008号公報に開示されている技術であり、発泡樹
脂成形品よりなる埋込材を種々の係止具により硬化する
前にコンクリートスラブの基板部に定着させることであ
る。このように係止具で埋込材を止めるのは確実ではあ
るが、多数の埋込材をコンクリートスラブの基板部に止
めるには作業工程が多くなり極めて煩雑で、埋込材とは
別途の係止具を用いるものとその管理も必要となった。
[0005] At present, a method widely used is disclosed in
This is a technique disclosed in Japanese Patent No. 47008, in which an embedding material formed of a foamed resin molded product is fixed to a substrate portion of a concrete slab before being hardened by various locking tools. Although it is reliable to stop the embedding material with the locking tool in this way, it is extremely complicated and troublesome to stop a large number of embedding materials on the substrate part of the concrete slab. The use of a fastener and its management became necessary.

【0006】特公昭58−20768号公報に示されて
いる埋込材では、周側面の少なくとも一部に溝部、凹陥
部等の凹部を形成し、この凹部にモルタルダンゴの一部
が入り込むようにしてこのモルタルダンゴを基板部に跨
がって設置させ、埋込材を取り付け固定する手段が示さ
れている。しかし、多数の埋込材の凹部と基板部に跨が
ってモルタルダンゴを塗布するように配置するのは人手
に頼らざるを得ず作業効率を上げるのは困難であった。
In the embedding material disclosed in Japanese Patent Publication No. 58-20768, a concave portion such as a groove or a concave portion is formed in at least a part of the peripheral side surface, and a part of the mortar dango is inserted into the concave portion. A means is shown in which a lever mortar dango is placed over a substrate portion and an embedding material is attached and fixed. However, it is difficult to increase the working efficiency because the mortar dango is applied so as to straddle the concave portions of a large number of embedding materials and the substrate portion so as to be applied manually.

【0007】特開平4−216010号公報の取付施工
法で開示されている手段では、埋込材に貫通穴をもう
け、貫通穴の一方の開口部に未硬化の基板部のコンクリ
ートが流入するように配置し、硬化することにより固着
するものが示されている。しかし、内部空間に連通する
貫通穴を設けると、後打コンクリートが貫通穴から内部
に入り込み、埋込材に空間を設けた意味が失われる。貫
通穴を二以上設け、貫通方向が異なるようにしたものは
効果があると認められるが、型抜きができないため発泡
樹脂成形品で貫通穴を一挙に成形できず、後加工で貫通
穴を穿つことになり製作に手間が掛かりコスト高となる
のか、実際上製品として供給はされていなかった。
In the means disclosed in the mounting method of Japanese Patent Application Laid-Open No. Hei 4-216010, a through hole is formed in the embedding material so that the uncured concrete of the substrate portion flows into one opening of the through hole. Are fixed and fixed by curing. However, if a through hole communicating with the internal space is provided, the post-cast concrete enters the inside from the through hole, and the meaning of providing the space in the embedding material is lost. The use of two or more through-holes with different penetration directions is recognized to be effective. In other words, the production is troublesome and the cost is high, and the product has not actually been supplied.

【0008】また、埋込材は一般的には基板部との接合
面が広い中実状の直方体形状のものとすると、硬化のた
めの乾燥が均一に行えないことと、コンクリートや埋込
材の節約のために、下端側に開口を形成した複数の空間
を設けていた。鉄筋コンクリートスラブは面積が広いの
で、中央部分に埋込材を配設するには作業者がすでに配
設し終わった埋込材の上を歩行せざるを得ない。そこ
で、箱形としても内部に多数の補強用のリブを設けるよ
うにするばかりでなく、埋込材の内部に金網を入れた
り、上面側に耐圧板を接合して補強することが提案され
ている(特公昭57−47007号公報 第3頁第5行
〜第10行)。補強手段を別途設けると単価の上昇があ
るためか、実際の製品では補強手段は施されていない。
そのため発泡樹脂成形品の埋込材では作業者が踏み抜い
て破損することも起きていた。
In general, when the embedding material has a solid rectangular parallelepiped shape having a wide joint surface with the substrate portion, drying for curing cannot be performed uniformly, and concrete and embedding materials are not provided. In order to save money, a plurality of spaces having openings formed on the lower end side are provided. Since the reinforced concrete slab has a large area, an operator has to walk on the already installed embedding material to arrange the embedding material in the central portion. Therefore, it has been proposed not only to provide a large number of reinforcing ribs inside the box, but also to put a wire mesh inside the embedding material or to join a pressure-resistant plate on the upper surface side to reinforce it. (JP-B-57-47007, page 3, lines 5 to 10). Probably because of the increase in unit price when the reinforcing means is separately provided, the reinforcing means is not provided in the actual product.
For this reason, the embedded material of the foamed resin molded product may be broken by an operator stepping on it.

【0009】[0009]

【課題を解決するための手段】この発明は以上のような
課題を解決すべく鋭意研究を重ねた結果発明者が開発し
たものである。請求項1の発明で要旨とするのは、コン
クリートスラブの基板部が未だ硬化する前にこの基板部
表面に配設して仮止めした後、スラブコンクリートの流
し込みによって最終的には該スラブ内に埋設される埋設
材であって、四方の各側壁が上面から基板側底面に向か
って各々裾拡がりとなる傾斜面で構成された盤状の合成
樹脂製発泡成形品からなることを特徴とするものであ
る。
The present invention has been developed by the inventor as a result of intensive studies to solve the above-mentioned problems. The gist of the invention of claim 1 is that, before the substrate portion of the concrete slab is still hardened, it is disposed on the surface of the substrate portion and temporarily fixed, and finally poured into the slab by pouring the slab concrete. A burying material to be buried, characterized in that it is made of a disc-shaped synthetic resin foam molded product in which each of the four side walls is formed with an inclined surface which is flared from the upper surface toward the bottom surface on the substrate side. It is.

【0010】請求項2の発明は、上記側壁部傾斜面の傾
斜が垂直面に対して3°以上であることを特徴とするも
のである。さらに、請求項3の発明は上述の発明におい
て、各側壁の底面側のみを裾拡がり傾斜としたことを特
徴とするものである。請求項4の発明は、上記の発明に
おいて底面側に規則的なリブならびに円柱状の補強壁を
設けた箱形にしたことを特徴とするものである。
The invention of claim 2 is characterized in that the inclination of the side wall inclined surface is 3 ° or more with respect to the vertical surface. Further, the invention of claim 3 is characterized in that, in the above-mentioned invention, only the bottom side of each side wall is flared and inclined. According to a fourth aspect of the present invention, in the above-mentioned invention, a regular rib and a columnar reinforcing wall are provided on the bottom side to form a box.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を示し
た図面に基づき、本発明の構成についてさらに詳細に説
明する。図1はこの発明に係る埋込材1の裏面から見た
斜視図で、図2、図3は使用状態の要部断面図、図4は
平面図、図5は背面図、図6が図5のA−A断面図、図
7は図5のB−B断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the configuration of the present invention will be described in more detail with reference to the drawings showing an embodiment of the present invention. FIG. 1 is a perspective view of the embedding material 1 according to the present invention as viewed from the back surface. FIGS. 2 and 3 are cross-sectional views of essential parts in use, FIG. 4 is a plan view, FIG. 5 is a rear view, and FIG. 5 is a sectional view taken along the line AA, and FIG. 7 is a sectional view taken along the line BB of FIG.

【0012】埋込材1は、盤状の合成樹脂製発泡成形品
からなるもので、独立気泡性のポリエチレン、ポリプロ
ピレン、ポリエチレン/ポリスチレン複合樹脂、アクリ
ロニトリル/スチレン共重合体などにて形成される。中
実状のものとしてもよいが、埋込材1及びコンクリート
の素材節約のために底面側に多数の空間11を設けた箱
状とすることが望ましい。
The embedding material 1 is made of a disc-shaped foamed article made of synthetic resin, and is formed of closed-cell polyethylene, polypropylene, a polyethylene / polystyrene composite resin, an acrylonitrile / styrene copolymer, or the like. Although it may be solid, it is desirable to have a box shape with a large number of spaces 11 provided on the bottom side in order to save the embedding material 1 and concrete material.

【0013】また、コンクリートの硬化に伴う水和熱を
放散し、かつ、コンクリートスラブの基板部30上面に
滲出する水分(ブリージング)を排出するため、底面1
7をコンクリートの基板部30に配置したときに外部に
連通する凹部12、12を底面の周端縁に設け、この凹
部12、12に連通する凹部13を全ての空間11の底
面17側から設けるようにする。この凹部12、13の
深さは20cm程度とし、コンクリートの基板部30に
埋設しても5cm乃至10cmは露出し空間11が外部
に連通するようにする。
Further, the bottom surface 1 is used to dissipate the heat of hydration accompanying the hardening of the concrete and to discharge moisture (breathing) that seeps into the upper surface of the substrate 30 of the concrete slab.
The recesses 12 and 12 communicating with the outside are provided on the peripheral edge of the bottom surface when the 7 is disposed on the concrete substrate portion 30, and the recesses 13 communicating with the recesses 12 and 12 are provided from the bottom surface 17 side of all the spaces 11. To do. The depths of the concave portions 12 and 13 are set to about 20 cm. Even when the concave portions 12 and 13 are embedded in the concrete substrate portion 30, 5 to 10 cm are exposed so that the space 11 communicates with the outside.

【0014】図示の埋込材1の空間11は、縦横に形成
した補強のリブ14により方形の空間11を形成すると
共に、短かい側辺に近い箇所及び中央部に円柱状の補強
壁15を設けるようにして形成してある。また、リブ1
4の内十字状となるものは肉厚とすると共に、長手方向
のリブ14には凹部13を設けずして中央部分を補強す
るようにしている。
The space 11 of the embedding material 1 shown in the drawing has a rectangular space 11 formed by reinforcing ribs 14 formed vertically and horizontally, and a columnar reinforcing wall 15 is provided at a position near a short side and a central portion. It is formed so as to be provided. Also, rib 1
The inner cross-shaped part 4 is made thicker, and the central part is reinforced without providing the concave part 13 in the longitudinal rib 14.

【0015】埋込材1をコンクリートの基板部30に仮
止めする手段として、四方の各側壁16を上面18から
基板部30の底面17側に向かっておのおの裾拡がりと
なる傾斜面で構成する。埋込材1の周縁下端部が裾拡が
りでコンクリートの基板部30に拡がって潜り込み硬化
することにより確実に仮止めできるのである。すなわ
ち、側壁16が底面17に対して直角であると水平方向
にはかろうじて保持されることになるが、先に述べた通
り基本的には埋込材1とコンクリートは接着しないので
容易に外れてしまうことになってしまう。しかし換言す
れば、側壁16が上部に至るに従って狭まっているの
で、埋込材1をいまだ硬化していないコンクリートの基
板部30に押し込むと、コンクリートの基板部30と埋
込材1の周縁下端部が傾斜して接触することとなり、埋
込材1の抜け落ちを確実に防止できることになる(図2
参照)。
As means for temporarily fixing the embedding material 1 to the concrete substrate portion 30, the four side walls 16 are each formed of an inclined surface that expands from the upper surface 18 toward the bottom surface 17 of the substrate portion 30. The lower end of the peripheral edge of the embedding material 1 spreads into the base 30 of the concrete and spreads into the concrete base portion 30 so that the embedding material 1 can be temporarily fixed without fail by hardening. That is, if the side wall 16 is perpendicular to the bottom surface 17, it will be barely held in the horizontal direction. However, as described above, the embedding material 1 and the concrete do not adhere to each other, so that they are easily removed. It will end up. However, in other words, since the side wall 16 is narrowed toward the upper part, when the embedding material 1 is pushed into the uncured concrete substrate portion 30, the concrete substrate portion 30 and the peripheral lower end portion of the embedding material 1 are pressed. Are inclined and come into contact with each other, so that the embedded material 1 can be reliably prevented from falling off (FIG. 2).
reference).

【0016】図2に示すように側壁16の傾斜面(α
°)は、垂直に対して3°以上であれば十分埋込材1を
確実に仮止めできる。3°より傾斜が少なく垂直に近く
なると埋込材1が抜け落ちる恐れがある。
As shown in FIG. 2, the inclined surface (α
In the case of (°), if the angle is 3 ° or more with respect to the vertical, the embedding material 1 can be sufficiently temporarily fixed securely. When the inclination is less than 3 ° and becomes almost vertical, the embedded material 1 may fall off.

【0017】詳細な図示は省略するが、埋込材1がコン
クリートの基板部30に保持されるのは接着されるので
はなく、接合する互いの傾斜面によるので埋込材1の側
壁16の傾斜面は底面に近い箇所のみに形成するように
してもよい。
Although the detailed illustration is omitted, the embedding material 1 is not adhered to the concrete substrate portion 30 but is bonded to each other, but by the inclined surfaces to be joined. The inclined surface may be formed only at a portion near the bottom surface.

【0018】埋込材1は内部に縦横に形成した補強用の
リブ14により並びに円柱状の補強壁15を設けるよう
にしたので、コンクリートの基板部30への配設作業の
際に上を歩いても踏み抜いたりすることがないのであ
る。
Since the embedding material 1 is provided with the reinforcing ribs 14 formed vertically and horizontally inside and the reinforcing wall 15 in the form of a column, the embedding material 1 walks up when the work of arranging the concrete on the substrate part 30 is performed. But they never step on.

【0019】以上のような構成からなる埋込材1は、図
3に示す鉄筋コンクリートスラブS内に埋設されること
になるが、基本的には前述の手段にてコンクリートスラ
ブの基板部30に仮止めされるので構築される工程の詳
細な説明は省略する。
The embedding material 1 having the above-described structure is to be embedded in a reinforced concrete slab S shown in FIG. Since it is stopped, a detailed description of the steps to be constructed is omitted.

【0020】[0020]

【発明の効果】以上説明したようにこの発明に係る埋込
材は、盤状の合成樹脂製発泡成形品からなり、側壁に上
面から基板部側底面に向かっておのおの裾拡がりとなる
傾斜面を設け、周縁下端部がコンクリート基板に埋まり
硬化して仮止めするように構成したので、従来の仮止め
手段と比較して構成が極めて簡単で確実にコンクリート
の基板部に止めることができたのである。
As described above, the embedding material according to the present invention is made of a disc-shaped synthetic resin foam molded article, and has an inclined surface on the side wall which extends from the upper surface toward the bottom surface on the substrate side. It was constructed so that the lower edge of the periphery was buried in the concrete substrate and hardened and temporarily fixed, so that the structure was extremely simple compared to the conventional temporary fixing means, and the concrete substrate could be securely fixed to the substrate portion. .

【0021】また、側壁の傾斜面は垂直に対して3°以
上であれば、底面に近い側壁を被い硬化するコンクリー
トの基板部で保持されることになる。埋込材のコンクリ
ートの基板部に埋設される箇所である底面に近い側壁の
みに傾斜面を設けるように形成してもよい。
If the slope of the side wall is 3 ° or more with respect to the vertical, the side wall close to the bottom is covered with the hardened concrete substrate and held. The inclined surface may be formed only on the side wall close to the bottom surface, which is the portion to be embedded in the concrete substrate portion of the embedding material.

【0022】埋込材は底面側に規則的なリブ並びに円柱
状の補強壁を設けた箱形とすれば、コンクリート及び発
泡樹脂の素材の節約となり、かつ素材自在で補強される
ことになり上に人が乗っても踏み抜いたり破損すること
がない。
If the embedding material is formed in a box shape having regular ribs and a cylindrical reinforcing wall on the bottom side, the material of concrete and foam resin can be saved, and the material can be reinforced freely. Even if a person gets on the vehicle, it will not be stepped on or damaged.

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

【図1】この発明に係る埋込材の裏面から見た斜視図で
ある。
FIG. 1 is a perspective view of an embedding material according to the present invention as viewed from the back surface.

【図2】使用状態の斜視図である。FIG. 2 is a perspective view of a use state.

【図3】使用状態の斜視図である。FIG. 3 is a perspective view of a use state.

【図4】埋込材の平面図である。FIG. 4 is a plan view of an embedding material.

【図5】埋込材の背面図である。FIG. 5 is a rear view of the embedding material.

【図6】図5のA−A断面図である。6 is a sectional view taken along line AA of FIG.

【図7】図5のB−B断面図である。FIG. 7 is a sectional view taken along line BB of FIG. 5;

【図8】埋込材の施工方法を示す断面図である。FIG. 8 is a cross-sectional view showing a method of applying an embedding material.

【符号の説明】[Explanation of symbols]

1 埋込材 11 空間 12 凹部 13 凹部 14 リブ 15 補強壁 16 側壁 17 底面 18 上面 10 型枠 20 鉄筋 21 鉄筋 30 基板部 40 後打コンクリート REFERENCE SIGNS LIST 1 embedded material 11 space 12 concave portion 13 concave portion 14 rib 15 reinforcing wall 16 side wall 17 bottom surface 18 top surface 10 formwork 20 reinforcing bar 21 reinforcing bar 30 substrate portion 40 post-cast concrete

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートスラブの基板部が未だ硬化
する前にこの基板部表面に配設して仮止めした後、スラ
ブコンクリートの流し込みによって最終的には該スラブ
内に埋設される埋設材であって、 四方の各側壁が上面から基板側底面に向かって各々裾拡
がりとなる傾斜面で構成された盤状の合成樹脂製発泡成
形品からなることを特徴とするコンクリートスラブの埋
込材。
1. A buried material which is disposed on the surface of a concrete slab and temporarily fixed before the substrate of the concrete slab is still hardened, and is finally buried in the slab by pouring the slab concrete. An embedding material for a concrete slab, characterized in that the embedding material is a disc-shaped synthetic resin foam molded product in which each of the four side walls is formed with an inclined surface that expands from the upper surface toward the bottom surface on the substrate side.
【請求項2】 上記側壁部傾斜面の傾斜が垂直面に対し
て3°以上であることを特徴とする請求項1記載の埋込
材。
2. The embedding material according to claim 1, wherein the inclination of the side wall inclined surface is 3 ° or more with respect to a vertical surface.
【請求項3】 各側壁の底面側のみを裾拡がり傾斜とし
たことを特徴とする請求項1または請求項2記載の埋込
材。
3. The embedding material according to claim 1, wherein only the bottom surface of each side wall is flared and inclined.
【請求項4】 底面側に規則的なリブならびに円柱上の
補強壁を設けた箱形にしたことを特徴とする請求項1、
請求項2または請求項3記載の埋込材。
4. A box-like structure having a regular rib on the bottom surface and a reinforcing wall on a cylinder.
The embedding material according to claim 2 or 3.
JP30962196A 1996-11-20 1996-11-20 Embedding material of concrete slab Pending JPH10146819A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30962196A JPH10146819A (en) 1996-11-20 1996-11-20 Embedding material of concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30962196A JPH10146819A (en) 1996-11-20 1996-11-20 Embedding material of concrete slab

Publications (1)

Publication Number Publication Date
JPH10146819A true JPH10146819A (en) 1998-06-02

Family

ID=17995243

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30962196A Pending JPH10146819A (en) 1996-11-20 1996-11-20 Embedding material of concrete slab

Country Status (1)

Country Link
JP (1) JPH10146819A (en)

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