JP2003096941A - Heat insulating plate used as form in common, its manufacturing method and construction method of floor making use thereof - Google Patents

Heat insulating plate used as form in common, its manufacturing method and construction method of floor making use thereof

Info

Publication number
JP2003096941A
JP2003096941A JP2001294756A JP2001294756A JP2003096941A JP 2003096941 A JP2003096941 A JP 2003096941A JP 2001294756 A JP2001294756 A JP 2001294756A JP 2001294756 A JP2001294756 A JP 2001294756A JP 2003096941 A JP2003096941 A JP 2003096941A
Authority
JP
Japan
Prior art keywords
heat insulating
insulating plate
concrete
woven fabric
plate
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
Application number
JP2001294756A
Other languages
Japanese (ja)
Other versions
JP3741984B2 (en
Inventor
Yasunobu Yaoshiro
保信 八百城
Sakae Okayasu
栄 岡安
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.)
Sekisui Kasei Co Ltd
Original Assignee
Sekisui Plastics 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 Sekisui Plastics Co Ltd filed Critical Sekisui Plastics Co Ltd
Priority to JP2001294756A priority Critical patent/JP3741984B2/en
Publication of JP2003096941A publication Critical patent/JP2003096941A/en
Application granted granted Critical
Publication of JP3741984B2 publication Critical patent/JP3741984B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Building Environments (AREA)
  • Laminated Bodies (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a heat insulating plate used as a form in common having sufficient strength not easily broken even if a person gets on the heat insulating plate used as the form to execute work in a state to mount the heat insulating plate used as the form on timbering and even if a comparatively large volume of concrete is placed on the heat insulating plate used as the form and adhering the heat insulating plate to the concrete at sufficient strength after the concrete has been placed without being required for a nonwoven fabric or the like necessary to adhere to the concrete. SOLUTION: The nonwoven fabric is stuck and laminated on one side of a hard synthetic resin extrusion foam board, the other side on which the nonwoven fabric is not laminated has 10 to 150 μm of the roughness of surface Ra (center line mean value) in the machine direction and the cross sectional direction of the hard synthetic resin extrusion foam board, and the heat insulating plate used for the form has 300 to 4,500 μm of the roughness of surface Sm (average interval of unevenness). The nonwoven fabric has 550 kN/m<2> or more of bending strength in the machine direction and the cross sectional direction, and flexural rigidity has 0.35 N.m<2> or more per 1 cm width in the machine direction and the cross sectional direction.

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、型枠兼用断熱板、
その製造方法及びそれを用いた床の施工方法に関する。
TECHNICAL FIELD The present invention relates to a heat insulating plate which also serves as a formwork,
The present invention relates to a manufacturing method thereof and a floor construction method using the same.

【0002】[0002]

【従来の技術】床下空間を有する鉄筋コンクリート造り
構造物の一階床スラブの下面に断熱材を敷き詰めて構成
される断熱床の施工方法において、床下空間内にサポー
ト、大引、根太等の支保工を組み立てた後、断熱板の片
面に補強シート(又はフィルム)を積層一体化した型枠
兼用断熱板を支保工上に載置し、この型枠兼用断熱板上
に配筋し、コンクリートを打設し、前記型枠兼用断熱板
を残して支保工を取り除く施工方法は知られている。
2. Description of the Related Art In a method of constructing a heat-insulating floor constructed by laying a heat insulating material on the lower surface of a first-floor slab of a reinforced concrete structure having an under-floor space, support work such as support, Daihiki, joist in the under-floor space After assembling, place a heat insulating plate that also serves as a formwork, in which a reinforcing sheet (or film) is laminated and integrated on one side of the heat insulating plate, and place it on the support work. There is a known construction method in which the supporting work is installed by leaving the heat insulating plate which also serves as the formwork.

【0003】特開平3−208944号公報には、型枠
兼用断熱板として発泡ポリスチレン板のような断熱板の
片面にプラスチックフィルムを積層一体化しものを用
い、このプラスチックフィルムの側を下に向けて支保工
上に載置し、この型枠兼用断熱板の上にコンクリートを
打設することを開示している。しかしながら、この方法
では、コンクリートが接する界面は発泡ポリスチレン板
のような発泡プラスチック板とコンクリートであり、そ
の界面において、支保工撤去作業時に、型枠兼用断熱板
に根太等で衝撃が加わったときこの型枠兼用断熱板がコ
ンクリートから剥離してしまうと言う問題があった。ま
た、この型枠兼用断熱板上に人が乗って作業するとき、
或いはこの型枠兼用断熱板の上にコンクリートを多量に
打設したとき、前記プラスチックフィルムは十分な強度
を型枠兼用断熱板に与えることは困難であり、この型枠
兼用断熱板に割れの生じないように細心の注意が必要が
あった。
In Japanese Patent Laid-Open No. 3-208944, a heat insulating plate which also serves as a mold is formed by laminating and integrating a plastic film on one surface of a heat insulating plate such as a polystyrene foam plate, with the plastic film side facing down. It is disclosed that it is placed on a supporting structure and concrete is placed on the heat insulating plate that also serves as the formwork. However, in this method, the interface in contact with the concrete is a foamed plastic plate such as a polystyrene foam plate and the concrete, and when an impact is applied to the heat insulating plate that also serves as a formwork at the interface at the time of removing the support work, There was a problem that the heat insulating plate that also serves as the form would come off from the concrete. Also, when a person rides on this formwork and heat insulating plate to work,
Alternatively, when a large amount of concrete is cast on the formwork / heat insulating plate, it is difficult for the plastic film to give sufficient strength to the formwork / heat insulating plate, and cracks are generated in the form / heat insulating plate. I had to be very careful not to let it go.

【0004】特開昭63−161241号公報には、型
枠兼用断熱板と打設したコンクリートの構成が、下か
ら、断熱層(合成樹脂発泡体等)、3層構造の軟質面材
{補強層(ポリエステル不織布等)、防湿層(ポリエチ
レン等)、接着層(ポリエステル不織布等)}及びコン
クリートの順、又は下から断熱層(合成樹脂発泡体
等)、補強層兼用の接着層(ポリエステル不織布等)及
びコンクリートの順となっており、曲げ剛性が7.5×
104Kg・cm2(73.5N・m2)(1m幅)以上で局
部圧縮弾性係数が40Kg/cm(3.92×104N/
m)以上のものを開示している。この構成によるとポリ
エステル不織布の接着層又は補強層兼用の接着層と、コ
ンクリートとの界面は、不織布の間にコンクリートが浸
透することによるアンカー効果のため、不織布とコンク
リートとの界面では、支保工撤去作業時に型枠兼用断熱
板に根太等で衝撃を加えても、この型枠兼用断熱板は剥
離しない。しかしながら、合成樹脂発泡体等の断熱層
と、ポリエステル不織布の補強層又は補強層兼用の接着
層との界面で接着層の強度より大きい衝撃が加わったと
きに剥離してしまい、型枠兼用断熱板が脱落すると言う
問題があった。更にこの型枠兼用断熱板はコンクリート
との接着面に不織布等の接着層が必要であり、尚かつ所
定の曲げ剛性及び局部圧縮弾性係数を与える必要がある
ので、この断熱板のコストを上げる原因となっている。
In Japanese Patent Laid-Open No. 63-161241, Japanese Patent Laid-Open Publication No. 63-161241 discloses a structure of a heat insulating plate which also serves as a formwork and a concrete which is cast from the bottom, a heat insulating layer (synthetic resin foam or the like), a soft surface material having a three-layer structure (reinforcement). Layer (polyester non-woven fabric, etc.), moisture-proof layer (polyethylene non-woven fabric, etc.), adhesive layer (polyester non-woven fabric, etc.)} and concrete in this order or from the bottom, heat insulating layer (synthetic resin foam, etc.), adhesive layer also serving as reinforcing layer (polyester non-woven fabric, etc.) ) And concrete in order, and bending rigidity is 7.5 ×
10 4 Kg · cm 2 (73.5N · m 2) local compression modulus at (1m wide) or 40Kg / cm (3.92 × 10 4 N /
m) discloses the above. According to this structure, the interface between the adhesive layer of the polyester nonwoven fabric or the adhesive layer that also serves as the reinforcing layer and the concrete is an anchor effect due to the penetration of concrete between the nonwoven fabrics, and therefore the support work is removed at the interface between the nonwoven fabric and the concrete. Even when a joist or the like is applied to the heat insulating plate that also serves as the formwork during work, the heat insulating plate that also serves as the formwork does not peel off. However, when an impact greater than the strength of the adhesive layer is applied at the interface between the heat insulating layer such as a synthetic resin foam and the reinforcing layer of the polyester nonwoven fabric or the adhesive layer also serving as the reinforcing layer, the insulating layer also serves as the formwork. There was a problem that she would drop out. Furthermore, this formwork / heat insulating plate requires an adhesive layer of non-woven fabric or the like on the adhesive surface with concrete, and it is necessary to give a predetermined bending rigidity and local compressive elastic modulus. Has become.

【0005】[0005]

【発明が解決しようとする課題】本発明の目的は、型枠
兼用断熱板を支保工上に載せた状態で人が乗って作業し
ても、また、この型枠兼用断熱板上に比較的多量のコン
クリートを打設しても、この型枠兼用断熱板が十分な強
度を有して割れにくく、また、コンクリートと接着する
ための不織布等を必要とせずに、コンクリート打設後こ
の型枠兼用断熱板がコンクリートに十分な強度で付着し
て剥離しにくい、型枠兼用断熱板を提供することであ
る。本発明の他の目的は、そのような型枠兼用断熱板の
製造方法を提供することである。本発明の更に他の目的
は、そのような型枠兼用断熱板を下部に有するコンクリ
ートを含む床の施工方法を提供することである。
SUMMARY OF THE INVENTION An object of the present invention is to allow a person to work while a heat insulating plate which also serves as a formwork is placed on a supporting structure, and which is comparatively placed on the heat insulating plate which also serves as a formwork. Even when a large amount of concrete is poured, this heat insulating plate that also serves as a form has sufficient strength and is difficult to crack, and it does not require a non-woven fabric or the like to adhere to the concrete, It is an object of the present invention to provide a heat insulating plate that also serves as a formwork, in which the combined heat insulating plate adheres to concrete with sufficient strength and is difficult to peel off. Another object of the present invention is to provide a method of manufacturing such a heat insulating plate that also serves as a mold. Still another object of the present invention is to provide a method of constructing a floor containing concrete having such a heat insulating plate that also serves as a formwork at the bottom.

【0006】[0006]

【課題を解決するための手段】本発明の第1の態様は、
硬質合成樹脂押出発泡板からなる断熱板の片面には、不
織布が貼着積層され、前記不織布が積層されていない他
方の面は、前記硬質合成樹脂押出発泡板の機械方向及び
横断方向共に表面粗さRa(中心線平均値)が10〜1
50μmであり、表面粗さSm(凹凸の平均間隔)が3
00〜4500μmである型枠兼用断熱板である。本発
明の他の態様は、曲げ強さが機械方向及び横断方向共に
550kN/m2以上であり、曲げ剛性が機械方向及び
横断方向共に1cm幅当たり0.35N・m 2以上である
上記型枠兼用断熱板である。本発明の他の態様は、硬質
合成樹脂押出発泡板からなる断熱板の片面に、不織布を
貼着積層させ、前記不織布が積層されていない発泡板の
他方の面をサンダー掛けにより荒らすことを特徴とする
前記型枠兼用断熱板の製造方法である。本発明の他の態
様は、前記型枠兼用断熱板を、その不織布が積層されて
いる側を下に向けて支保工上に載置し、この型枠兼用断
熱板上に配筋し、コンクリートを打設することを特徴と
する床の施工方法である。
The first aspect of the present invention is as follows.
On one side of the heat insulating plate made of hard synthetic resin extruded foam plate,
Woven fabric is pasted and laminated, and the non-woven fabric is not laminated
One side is the machine direction of the rigid synthetic resin extruded foam plate and
Surface roughness Ra (center line average value) is 10 to 1 in both transverse directions.
50 μm and surface roughness Sm (average interval of irregularities) is 3
It is a heat insulating plate that also serves as a mold and has a size of 00 to 4500 μm. Starting
Another aspect of Ming is that the bending strength is both machine and transverse.
550 kN / m2That is the bending stiffness in the machine direction and
0.35 N · m per 1 cm width in both transverse directions 2Is over
It is the heat insulating plate that also serves as the formwork. Another aspect of the invention is a rigid
Non-woven fabric is attached to one side of a heat insulating plate made of synthetic resin extruded foam plate.
It is made by laminating and laminating the foamed board on which the non-woven fabric is not laminated.
Characterized by roughening the other side by sanding
It is a method of manufacturing the heat insulating plate that also serves as the mold. Other aspects of the invention
Like, the non-woven fabric is laminated on the heat insulating plate that also serves as the formwork.
Place it on the support work with the side facing down, and cut this formwork
Characterized by placing concrete on the hot plate and placing concrete
This is the floor construction method.

【0007】[0007]

【発明の実施の形態】本発明の型枠兼用断熱板を図1を
用いて説明する。型枠兼用断熱板1は、硬質合成樹脂押
出発泡板2の片面に、不織布3が積層されている。本発
明において硬質合成樹脂押出発泡板とは、ポリスチレン
系、ポリプロピレン系、ポリアクリル系、など合成樹脂
を押出発泡法成形により発泡させて成形した発泡板を総
称するものであり、形状は平板状が好ましいがそれに限
ることなく任意である。厚さも任意であるが施工後の作
業性と断熱性の観点から10〜200mm程度の厚さが
好ましい。また、密度も断熱性や機械的強度の観点から
15〜75kg/m3程度が好ましい。以下に述べる押
出発泡板における機械方向(MD)とは、押出発泡時の
流れ方向(押出方向)であり、横断方向(TD)とはM
Dに直角な方向である。
BEST MODE FOR CARRYING OUT THE INVENTION A heat insulating plate serving also as a mold according to the present invention will be described with reference to FIG. In the heat insulating plate 1 also serving as a mold, a nonwoven fabric 3 is laminated on one side of a hard synthetic resin extruded foam plate 2. In the present invention, the hard synthetic resin extruded foam plate is a generic term for a foam plate formed by foaming a synthetic resin such as polystyrene, polypropylene, polyacrylic, etc. by extrusion foaming molding, and the shape is flat. It is preferable but not limited to it and is optional. The thickness is also arbitrary, but a thickness of about 10 to 200 mm is preferable from the viewpoint of workability after installation and heat insulation. Also, the density is preferably about 15 to 75 kg / m 3 from the viewpoint of heat insulation and mechanical strength. The machine direction (MD) in the extruded foam plate described below is the flow direction (extrusion direction) during extrusion foaming, and the transverse direction (TD) is M
The direction is perpendicular to D.

【0008】本発明においては、前記硬質合成樹脂押出
発泡板の一方の面は不織布が貼着積層されているが、そ
の他方の面は前記硬質合成樹脂押出発泡板の機械方向及
び横断方向共に表面粗さRaが10〜150μmであ
り、表面粗さSmが300〜4500μmである。本発
明の硬質合成樹脂押出発泡板は、Raが10μm以上
で、かつSmが300μm以上という粗さの故にこの表
面に直接コンクリートを打設してもそのコンクリートが
表面の凹凸に入り込み強固に接着する。一方、Raが1
50μmを超えるか、又はSmが4500μmを超える
と、前記硬質合成樹脂押出発泡板が割れ易くなり好まし
くない。更に好ましい範囲は、Raが10〜50μmで
あり、Smが300〜1500μmである。このような
粗さを前記硬質合成樹脂押出発泡板の他方の面に形成す
る良い方法はサンダー掛けである。
In the present invention, a nonwoven fabric is stuck and laminated on one surface of the hard synthetic resin extruded foam plate, while the other surface is a surface in both the machine direction and the transverse direction of the hard synthetic resin extruded foam plate. The roughness Ra is 10 to 150 μm, and the surface roughness Sm is 300 to 4500 μm. Since the hard synthetic resin extruded foam plate of the present invention has Ra of 10 μm or more and Sm of 300 μm or more, even if concrete is directly cast on this surface, the concrete enters the unevenness of the surface and firmly adheres thereto. . On the other hand, Ra is 1
When it exceeds 50 μm or Sm exceeds 4500 μm, the hard synthetic resin extruded foam plate is easily cracked, which is not preferable. More preferable ranges are Ra of 10 to 50 μm and Sm of 300 to 1500 μm. A good method of forming such roughness on the other surface of the hard synthetic resin extruded foam plate is sanding.

【0009】図2は硬質合成樹脂押出発泡板の表面をサ
ンダー掛けする場合の概念図である。硬質合成樹脂押出
発泡板2は、搬送ベルト4に載せられ、上部は押さえロ
ーラー5に押さえられた状態で、矢印の方向に搬送され
る。搬送の途中にはサンダーベルト6が設けられてお
り、サンダーベルト6の表面には多数の凹凸が付けられ
ている。発泡板は、搬送中に搬送ベルト4とサンダーベ
ルト6の間をくぐり抜けるが、このとき、搬送ベルト4
とサンダーベルト6の間隔hを、発泡板の元の厚みHよ
り小さくしておくと、硬質合成樹脂押出発泡板2の上部
表面は、サンダーベルト6の表面の凹凸によりサンダー
掛けされ、粗な面(荒れた面)となる。
FIG. 2 is a conceptual diagram in the case of sanding the surface of a hard synthetic resin extruded foam plate. The hard synthetic resin extruded foam plate 2 is carried on the conveyor belt 4 and is conveyed in the direction of the arrow while being pressed by the pressing roller 5 at the upper portion. A sander belt 6 is provided in the middle of the conveyance, and the surface of the sander belt 6 is provided with many irregularities. The foam plate passes through between the conveyor belt 4 and the sander belt 6 during transportation, and at this time, the conveyor belt 4
If the distance h between the sander belt 6 and the sander belt 6 is made smaller than the original thickness H of the foamed plate, the upper surface of the hard synthetic resin extruded foamed plate 2 is sanded by the unevenness of the surface of the sander belt 6 to form a rough surface. (Rough surface).

【0010】本発明に使用するような種類の硬質合成樹
脂押出発泡板は伸度がきわめて小さく曲げに対する耐性
が小さい。従って、このような硬質合成樹脂押出発泡板
を型枠兼用断熱板を根太の上に人やコンクリートを載せ
てそのままの形で湾曲するに任せると、ごくわずかの湾
曲により伸長する方の面に亀裂が走りさらに湾曲するに
任せると直ちに破断する。本発明においては、この硬質
合成樹脂押出発泡板の荷重が掛かる表面とは反対の表面
に不織布を貼着することにより硬質合成樹脂押出発泡板
に大きな荷重がかかり、また湾曲力が働いたとき、不織
布が貼着された面に亀裂が発生したり割れたりすること
が大きく抑制されて大きな荷重に耐えることが可能とな
る。即ち、本発明型枠兼用断熱板の曲げ剛性及び曲げ強
度を増大させる。本発明の型枠兼用断熱板は、曲げ強さ
が機械方向及び横断方向共に550kN/m2以上であ
り、曲げ剛性が機械方向及び横断方向共に1cm幅当た
り0.35N・m2以上であることが好ましい。このよう
な曲げ強さ及び曲げ剛性を得るためには、厚さ10〜2
00mm程度、密度15〜75kg/m3程度の硬質合成樹
脂押出発泡板と、不織布を接着剤を用いて貼合わせれば
よい。
A rigid synthetic resin extruded foam plate of the type used in the present invention has a very low elongation and a low resistance to bending. Therefore, if such a rigid synthetic resin extruded foam plate is left to let a person or concrete rest on a joist and bend it as it is, cracks will occur on the surface that expands with a slight curve. When it runs and bends further, it breaks immediately. In the present invention, a large load is applied to the hard synthetic resin extruded foam plate by sticking a nonwoven fabric on the surface opposite to the surface on which the load of the hard synthetic resin extruded foam plate is applied, and when a bending force is exerted, It is possible to greatly prevent the occurrence of cracks or cracks on the surface to which the non-woven fabric is attached and to withstand a large load. That is, the bending rigidity and the bending strength of the heat insulating plate which also serves as the mold of the present invention are increased. The formwork / heat insulating plate of the present invention has a bending strength of 550 kN / m 2 or more in the machine direction and the transverse direction, and a bending rigidity of 0.35 N · m 2 or more per 1 cm width in both the machine direction and the transverse direction. Is preferred. To obtain such bending strength and bending rigidity, a thickness of 10 to 2
A rigid synthetic resin extruded foam plate having a diameter of about 00 mm and a density of about 15 to 75 kg / m 3 and a non-woven fabric may be bonded together using an adhesive.

【0011】本発明者らの実験によれば、用いる不織布
は、レーヨン、綿、ポリエステル、ポリプロピレン、ナ
イロンなど若しくはこれらのブレンドの短繊維、または
ポリプロピレン、ポリエステル、ナイロンなど若しくは
これらブレンドの長繊維、あるいはガラス繊維、SUS
繊維などを通常の方法でウエブ状又はマット状に配列さ
せ、必要に応じて接着剤を用いつつ繊維相互を接合させ
て得られるシート状のものがよい。これらの内でもポリ
エステル不織布が、耐薬品性、耐候性、耐久性に優れて
いるので好ましい。不織布に方向性がある場合には少な
くとも湾曲方向の破断伸度が20%以上、引張強度20
N/5cm(JIS L−1096:カットスリップ
法)以上のものが好ましく、更に好ましくは破断伸度が
30%以上、引張強度40N/5cm(4kgf/5c
m)以上の範囲のものが適している。
According to experiments conducted by the present inventors, the non-woven fabric used is short fiber of rayon, cotton, polyester, polypropylene, nylon or the like or a blend thereof, or long fiber of polypropylene, polyester, nylon or the like, or a long fiber of these blends, or Glass fiber, SUS
A sheet-like one obtained by arranging fibers or the like in a web-like or mat-like manner by a usual method and joining the fibers with each other while using an adhesive if necessary is preferable. Of these, polyester nonwoven fabrics are preferable because they are excellent in chemical resistance, weather resistance and durability. When the nonwoven fabric has directionality, at least the breaking elongation in the bending direction is 20% or more, and the tensile strength is 20.
It is preferably N / 5 cm (JIS L-1096: cut slip method) or more, more preferably a breaking elongation of 30% or more and a tensile strength of 40 N / 5 cm (4 kgf / 5c.
The range of m) or more is suitable.

【0012】方向性のある不織布を用いることもでき、
本発明者らの実験によれば、その場合には、繊維の方向
を型枠兼用断熱板の荷重が掛かって湾曲する方向に一致
させるように、これを硬質合成樹脂押出発泡板に貼着す
ることにより、一層大きく荷重をかけ湾曲させることが
可能な製品を得ることができる。硬質合成樹脂押出発泡
板と不織布の接着強度は湾曲したときにその伸びに追従
できる強度を必要とする。この接着強度を得ることので
きる接着剤としては、本発明者らの実験によれば、エチ
レン−酢酸ビニル共重合体で代表されるホットメルト型
接着剤、二液エポキシ樹脂系、一液ウレタン系などの反
応硬化型接着剤、酢酸ビニル系、ウレタン系で代表され
るエマルジョン系、二液のポリエステル系、ウレタン系
で代表される溶剤系などであってもよく、ホットメルト
型接着剤を用いる場合には、不織布の積層面に押し出し
法、ロールコーター法などで接着剤をコーティングした
ものを熱ロールを用いて硬質合成樹脂押出発泡板にプレ
ス・接着する方法が有効であり、反応硬化型接着剤を用
いる場合には、ロールコーター法などでどちらか一方に
塗布したものを圧着していく方法が効果的である。
It is also possible to use a directional non-woven fabric,
According to the experiments by the present inventors, in this case, the fiber is attached to the rigid synthetic resin extruded foam plate so that the direction of the fiber coincides with the direction in which the load of the mold and heat insulating plate is applied to bend the fiber. This makes it possible to obtain a product that can be bent by applying a larger load. The adhesive strength between the hard synthetic resin extruded foam plate and the non-woven fabric needs to be strong enough to follow the elongation when curved. As an adhesive capable of obtaining this adhesive strength, according to the experiments of the present inventors, a hot-melt adhesive represented by an ethylene-vinyl acetate copolymer, a two-component epoxy resin type, a one-component urethane type Reaction-curable adhesives such as, vinyl acetate-based, urethane-based emulsion-based, two-component polyester-based, urethane-based solvent-based, etc. For this, it is effective to use a hot roll to press and bond a non-woven fabric laminated surface with an adhesive coated by an extrusion method, roll coater method, etc., and a reaction-curable adhesive. In the case of using, the method in which one coated by a roll coater method or the like is pressure-bonded is effective.

【0013】前記接着剤の塗布量は、特に制限はないが
少なすぎると湾曲時に硬質合成樹脂押出発泡板と不織布
との間に剥離が生じる恐れがあり、また厚すぎると不織
布の伸びを規制する恐れがあるだけでなく、不必要に接
着剤を使用することになって不経済であるので、10〜
60g/m2 (ドライ)程度が適切である。
The amount of the adhesive applied is not particularly limited, but if it is too small, peeling may occur between the hard synthetic resin extruded foam plate and the nonwoven fabric when curved, and if it is too thick, the elongation of the nonwoven fabric is restricted. It is uneconomical not only because it is fearful but also because the adhesive is unnecessarily used.
About 60 g / m 2 (dry) is suitable.

【0014】本発明製造方法による型枠兼用断熱板の製
造に際しては、上記のように通常の手段により板状の硬
質合成樹脂押出発泡板を成形し、一方の面をサンダー掛
けする。それを通常のラミネータなどを用いて所望の不
織布を他方の面に貼着する。
In the production of the heat insulating plate which also serves as the mold by the production method of the present invention, the plate-like hard synthetic resin extruded foam plate is molded by the usual means as described above, and one surface is sanded. A desired non-woven fabric is attached to the other surface by using an ordinary laminator or the like.

【0015】本発明による床の施工法を行うには、例え
ば、支保工、桟木、根太(端太)建て込みを行い、前記
根太の上に本発明の型枠兼用断熱板をその不織布が積層
されている側を下に向けて支保工上に載置し、この型枠
兼用断熱板上に配筋し、コンクリートを打設し、前記支
保工、桟木、根太を解体しこれらを片づける。前述のよ
うに不織布を下にして施工することにより本発明型枠兼
用断熱板は大きな荷重に耐えることが可能になると共
に、コンクリートに十分な強度で付着して剥離しがたい
ものになる。
In order to carry out the method of constructing a floor according to the present invention, for example, support work, a splint and a joist (edge joist) are installed, and the non-woven fabric is laminated on the joist with the heat insulating plate serving also as the formwork of the present invention. The supporting side is placed downward on the supporting work, and the reinforcing bar is placed on this form and heat insulating plate, concrete is placed, and the supporting work, the splints and joists are disassembled and they are put away. As described above, when the non-woven fabric is applied downward, the heat insulating plate also serving as the mold of the present invention can withstand a large load, and at the same time, it becomes hard to adhere to concrete and peel off.

【0016】上に本発明の型枠兼用断熱板を、床下空間
を有する鉄筋コンクリート造り構造物の一階床スラブの
下面に敷き詰める場合について説明したが、本発明型枠
兼用断熱板の用途はこれに限られるものではなく、例え
ば鉄筋コンクリート作り構造物の側壁に付着させて敷く
場合にも使用できることは勿論である。
The case of laying the formwork and heat insulating plate of the present invention on the lower surface of the first floor slab of a reinforced concrete structure having an underfloor space has been described above. The present invention is not limited to the above, and of course, it can be used, for example, when it is attached to the side wall of a reinforced concrete structure and laid.

【0017】[0017]

【発明の効果】本発明によれば、型枠兼用断熱板を支保
工上に載せた状態で人が乗って作業しても、また、この
型枠兼用断熱板上に比較的多量のコンクリートを打設し
ても、この型枠兼用断熱板が十分な強度を有して割れに
くく、また、コンクリートと接着するための不織布等を
必要とせずに、コンクリート打設後この型枠兼用断熱板
がコンクリートに十分な強度で付着して剥離し難い、型
枠兼用断熱板を提供する。
According to the present invention, even if a person rides on the support with a heat insulating plate also used as a formwork, a relatively large amount of concrete is placed on the heat insulating plate also used as a formwork. Even when cast, the heat insulating plate that also serves as a formwork has sufficient strength and is difficult to crack. Also, without using a non-woven fabric or the like for bonding with concrete, the heat insulating plate that also serves as a formwork can be used after placing concrete. (EN) Provided is a heat insulating plate that also serves as a formwork, which adheres to concrete with sufficient strength and is difficult to peel off.

【0018】[0018]

【実施例】(実施例1,比較例1,2)不織布としてポ
リエステル系不織布(旭化成(株)製、スパンボンドP
03070(商標)、厚み0.50mm、目付70g/
m2、引張強度:MD=186N/50mm幅;TD=88
N/50mm幅、破断強度:MD=60%;TD=70
%)を用い、密度33.5kg/m3の押出発泡ポリスチ
レン板(エスレンフォームSU(商標、積水化成品工業
(株)製)、厚さ30mm)に、接着剤としてエチレン酢
酸ビニル系ホットメルト型接着剤(ヒロダイン#757
3(商標、ヒロダイン(株)製)を約30g/m2の割
合で塗布後、ホットロールで加圧接着した。このように
して得られた不織布貼り付け発泡ポリスチレン板(以下
「補強XPS」と略記する。)を用いて以下の接着強度
比較試験を行った。
[Examples] (Examples 1, Comparative Examples 1 and 2) Polyester non-woven fabric as a non-woven fabric (manufactured by Asahi Kasei Corp., Spunbond P)
03070 (trademark), thickness 0.50 mm, basis weight 70 g /
m 2 , tensile strength: MD = 186 N / 50 mm width; TD = 88
N / 50 mm width, breaking strength: MD = 60%; TD = 70
%) To an extruded expanded polystyrene plate (Ethren foam SU (trademark, manufactured by Sekisui Plastics Co., Ltd., thickness: 30 mm) with a density of 33.5 kg / m 3 and an ethylene vinyl acetate hot melt as an adhesive. Type adhesive (Hirodine # 757
3 (trademark, manufactured by Hirodyne Co., Ltd.) was applied at a rate of about 30 g / m 2 , and pressure-bonded with a hot roll. Using the non-woven fabric-attached expanded polystyrene plate (hereinafter abbreviated as “reinforced XPS”) thus obtained, the following adhesive strength comparison test was performed.

【0019】試験体の種類 (A)補強XPSの不織布面にモルタルを打ち込んだも
の(比較例1)。 (B)補強XPSの不織布面とは反対側をサンダー掛け
し、この面にモルタルを打ち込んだもの(実施例1)。 (C)ポリスチレン押出時表皮付き補強XPSの表皮面
にモルタルを打ち込んだもの(比較例2)。
Specimen type (A) A non-woven fabric surface of reinforced XPS was impregnated with mortar (Comparative Example 1). (B) One in which reinforced XPS was sanded on the side opposite to the nonwoven fabric surface, and mortar was driven into this surface (Example 1). (C) A reinforced mortar XPS with polystyrene when extruding polystyrene with mortar driven into the skin (Comparative Example 2).

【0020】試験体の作成 (1)験体寸法:補強XPS部:100×100×50
(厚さ)mm;モルタル部:100×100×150(厚
さ)mm (2)モルタル条件:セメント1/砂3 *スランプ
18mm (3)型枠内にモルタルを流し込み、金属棒で10回振
動を与えた。 (4)養生条件:室温で30日間。 この試験体の具体的形態を図3(A)及び(B)に示
す。この図において、11はモルタル、12は型枠、1
3は補強XPS、14及び24はT形鋼製ジグ、15及
び25は合板である。合板15とモルタル11との固着
は、合板15と未硬化のモルタル11に長さ50mmの木
ネジを4カ所貫通させた状態でモルタル11を養生硬化
させ一体化させた。また、合板25と補強XPS13の
接着剤はエポキシ系接着剤を用いた。モルタル11と補
強XPS13との接着は上記(A)〜(C)による。T
型鋼製ジグ14,24と合板15,25との接着はエポ
キシ系接着剤を用いた。
Preparation of Specimen (1) Specimen Dimension: Reinforcement XPS part: 100 × 100 × 50
(Thickness) mm; mortar part: 100 × 100 × 150 (thickness) mm (2) Mortar condition: cement 1 / sand 3 * slump
Mortar was poured into a 18 mm (3) mold and vibrated with a metal rod 10 times. (4) Curing condition: 30 days at room temperature. A specific form of this test body is shown in FIGS. 3 (A) and 3 (B). In this figure, 11 is a mortar, 12 is a formwork, 1
3 is reinforced XPS, 14 and 24 are T-shaped steel jigs, and 15 and 25 are plywood. The plywood 15 and the mortar 11 were fixed to each other by curing and hardening the mortar 11 while the plywood 15 and the uncured mortar 11 were penetrated by four wood screws having a length of 50 mm. An epoxy adhesive was used as the adhesive for the plywood 25 and the reinforcing XPS 13. The adhesion between the mortar 11 and the reinforcing XPS 13 is according to the above (A) to (C). T
An epoxy-based adhesive was used to bond the jigs 14 and 24 made of shaped steel to the plywoods 15 and 25.

【0021】(引張試験条件) (1)試験機;万能試験機(ストログラフ) (2)使用レンジ:200Kgf(1.96kN)/フ
ルスケール (3)引張速度:5mm/分(図3(B)において、T型
鋼製ジグ24を固定し、T型鋼製ジグ14を矢印の方向
に引っ張る。) (3)最大荷重を求め、接着面積で割り、1cm2当た
りの接着強度を求める。 (表面粗さ測定)試験体(A)、(B)、(C)に用い
た補強XPSのモルタルを打ち込む側の面について、表
面粗さ形状測定機ハンディサーフ(商標)E−35A
((株)東京精密製)を用いて、表面粗さRa(中心線
平均値)と表面粗さSm(凹凸の平均間隔)を測定し
た。 (1)試験体(A)・・・補強XPSの不織布の表面粗
さを測定。 (2)試験体(B)・・・補強XPSのサンダー掛け面
の表面粗さを測定。 (3)試験体(C)・・・補強XPSの表皮面の表面粗
さを測定。
(Tensile test conditions) (1) Testing machine; universal testing machine (strograph) (2) Operating range: 200 Kgf (1.96 kN) / full scale (3) Tensile speed: 5 mm / min (Fig. 3 (B In (), the T-shaped steel jig 24 is fixed, and the T-shaped steel jig 14 is pulled in the direction of the arrow.) (3) The maximum load is determined and divided by the adhesive area to determine the adhesive strength per 1 cm 2. (Measurement of Surface Roughness) Handysurf (trademark) E-35A, a surface roughness measuring instrument, for the surface of the reinforcing XPS used for the test bodies (A), (B) and (C) on the side where the mortar is to be driven.
(Manufactured by Tokyo Seimitsu Co., Ltd.) was used to measure the surface roughness Ra (center line average value) and the surface roughness Sm (average interval of irregularities). (1) Specimen (A): The surface roughness of the reinforced XPS nonwoven fabric is measured. (2) Specimen (B) ... Measure the surface roughness of the sanding surface of the reinforced XPS. (3) Specimen (C) ... Measure the surface roughness of the skin surface of the reinforced XPS.

【0022】〔表1〕試験結果(試験のサンプル数
(N)は5とし、これらについての測定値の平均を取っ
た。) 接着強度 試験体 (N/cm2) Ra(μm) Sm(μm) 比較例1 (A) 10.4 MD 6.7 MD 244.8 TD 7.2 TD 175.8 実施例1 (B) 13.5 MD 15.5 MD 345.3 TD 12.9 TD 383.5 比較例2 (C) 4.0 MD 4.6 MD 293.3 TD 5.5 TD 208.9
[Table 1] Test results (the number of samples (N) in the test was 5, and the average of the measured values was taken.) Adhesive strength test body (N / cm 2 ) Ra (μm) Sm (μm ) Comparative Example 1 (A) 10.4 MD 6.7 MD 244.8 TD 7.2 TD 175.8 Example 1 (B) 13.5 MD 15.5 MD 345.3 TD 12.9 TD 383.5 Comparative Example 2 (C) 4.0 MD 4.6 MD 293.3 TD 5.5 TD 208.9

【0023】(考察)試験体(A)は試験体の不織布と
発泡ポリスチレン板間で先に剥離が起こってしまったた
め、モルタルと不織布の間の接着強度の最大値は測定で
きなかったが、ホットメルトによる不織布と発泡ポリス
チレン板間の接着強度(10,4N/cm2)以上を保
持している。しかし、実施工面においては、ホットメル
トによる不織布と発泡ポリスチレン板との接着強度が、
不織布とモルタルの接着強度を下回るため、この面(型
枠兼用断熱板の不織布側の面)にモルタルを打ち込むの
は適当でない。試験体(C)はコンクリートから補強X
PSを手で簡単に剥離できる接着力(接着強度4.0N
/cm2)しか示さなかった。試験体(B)は,試験体
の不織布と発泡ポリスチレン板との間で先に剥離が起こ
ってしまったため、剥離した不織布と発泡ポリスチレン
板の間をエポキシ系接着剤で接着し直して試験を行った
ところ、サンダー掛け面とモルタル間で剥離し、接着強
度は13.5N/cm2であり、三者の中で最大の数値
を示した。従って、サンダー掛け面にモルタルを打ち込
むのがベストであると言える。
(Discussion) In the test body (A), the maximum value of the adhesive strength between the mortar and the non-woven fabric could not be measured because peeling occurred between the non-woven fabric of the test body and the expanded polystyrene plate first. The adhesive strength (10,4 N / cm 2 ) or more between the nonwoven fabric and the expanded polystyrene plate by the melt is maintained. However, in terms of implementation, the adhesive strength between the non-woven fabric and expanded polystyrene plate by hot melt is
Since the adhesive strength between the non-woven fabric and the mortar is lower, it is not appropriate to drive the mortar into this surface (the non-woven fabric-side surface of the heat insulating plate that also serves as the formwork). Specimen (C) is reinforced from concrete X
Adhesive strength with which PS can be easily peeled off by hand (Adhesive strength 4.0N
/ Cm 2 ). In the test body (B), peeling occurred first between the non-woven fabric of the test body and the expanded polystyrene plate, so that the peeled non-woven fabric and the expanded polystyrene plate were re-bonded with an epoxy adhesive and tested. The adhesive strength was 13.5 N / cm 2 , which was the maximum value among the three. Therefore, it can be said that it is best to drive mortar on the sander surface.

【0024】(実施例2、比較例3〜7) (曲げ試験)硬質合成樹脂押出発泡板を補強するための
シート又はフィルム材料の候補として各種プラスチック
フィルム及び不織布を用い、密度33.5kg/m3の押
出発泡ポリスチレン板(エスレンフォームSU(商標、
積水化成品工業(株)製)、厚さ30mm)(以下「フォ
ーム」ということがある。)に、接着剤としてエチレン
酢酸ビニル系ホットメルト型接着剤(ヒロダイン#75
73(商標、ヒロダイン(株)製)を約30g/m2
割合で塗布後、ホットロールで加圧接着した。上記不織
布としてポリエステル系不織布(旭化成(株)製、スパ
ンボンドP03070(商標)、厚み0.50mm、目付
70g/m2、引張強度:MD=186N/50mm幅;T
D=88N/50mm幅、破断強度:MD=60%;TD
=70%のものを用いた。
(Example 2, Comparative Examples 3 to 7) (Bending test) Various plastic films and non-woven fabrics were used as candidates for a sheet or film material for reinforcing a rigid synthetic resin extruded foam plate, and a density of 33.5 kg / m. 3 extruded expanded polystyrene board (Eslen foam SU (trademark,
Sekisui Plastics Co., Ltd., thickness 30mm) (hereinafter sometimes referred to as "foam"), an ethylene vinyl acetate hot-melt adhesive (Hirodine # 75)
73 (trademark, manufactured by Hirodyne Co., Ltd.) was applied at a rate of about 30 g / m 2 and pressure-bonded with a hot roll. As the non-woven fabric, a polyester non-woven fabric (manufactured by Asahi Kasei Corporation, Spunbond P03070 (trademark), thickness 0.50 mm, basis weight 70 g / m 2 , tensile strength: MD = 186 N / 50 mm width; T
D = 88 N / 50 mm width, breaking strength: MD = 60%; TD
= 70% was used.

【0025】得られた補強発泡ポリスチレン板(以下
「補強XPS‘」と記す。)の曲げ強さ及び曲げ剛性を
JIS K 7221に準じて測定した。曲げ試験のサ
ンプル数は5とし、これらについての測定値の平均を取
った。エッジスパン幅は200mmとし、クロスヘッドは
10mm/分とした。フィルム(シート)面を下にして補
強XPS‘の上から荷重を掛けた。その結果を表2に示
す。表2中、サンプルフィルムが不織布であるものが実
施例2であり、その他は比較例である。
The bending strength and bending rigidity of the obtained reinforced expanded polystyrene plate (hereinafter referred to as "reinforcement XPS '") were measured according to JIS K7221. The number of samples in the bending test was 5, and the measured values of these were averaged. The edge span width was 200 mm and the crosshead was 10 mm / min. A load was applied from above the reinforcing XPS 'with the film (sheet) side facing down. The results are shown in Table 2. In Table 2, the non-woven fabric sample film is Example 2 and the others are comparative examples.

【0026】 〔表2〕 曲げ剛性 実施例 (1cm幅 比較例 サンプル 曲げ強さ 当り)No. フィルム 方向 (kN/m2) (N・m2) 結論 理由 比3 OPP,15μm TD 557 0.456 不良 強度、反り問題 (HMA,15μm) MD 403 0.227 ないがコスト高 比4 PET,12μm TD 645 0.507 不良 同上 (HMA,15μm) MD 400 0.248 比5 LLDPE,30μm TD 578 0.542 良 強度、反り問題 (EVA,10μm) MD 347 0.223 なし、コスト妥 当、施工検証する 比6 LLDPE,130μm TD 583 0.441 同上 (EVA,20μm) MD 408 0.191 比7 LLDPE,30μm TD 510 0.457 不良 強度、反り、1枚 (EVA,10μm) MD 338 0.174 貼りと変わらない 2枚貼り がコスト高 実2 不織布 TD 782 0.715 良 強度、反り問題 なし。コスト若干 MD 596 0.451 高。施工検証する 注:OPP:二軸延伸ポリプロピレンフィルム PET:二軸延伸ポリエステルフィルム LLDPE:二軸延伸線状低密度ポリエチレンフィルム HMA:エチレン酢酸ビニル系ホットメルト型接着剤 EVA:エチレン酢酸ビニル共重合体(接着剤) MD:機械方向 TD:機械方向に直角な方向[Table 2] Flexural rigidity Example (1 cm width comparative example Sample per bending strength) No. Film direction (kN / m 2 ) (N · m 2 ) Conclusion Reason Ratio 3 OPP, 15 μm TD 557 0.456 Poor strength , Warpage problem (HMA, 15μm) MD 403 0.227 No cost ratio 4 PET, 12μm TD 645 0.507 Poor Same as above (HMA, 15μm) MD 400 0.248 5 LLDPE, 30μm TD 578 0.542 Good strength, warpage problem (EVA, 10μm ) MD 347 0.223 no cost appropriateness, construction validate ratio 6 LLDPE, 130μm TD 583 0.441 ibid (EVA, 20μm) MD 408 0.191 ratio 7 LLDPE, 30μm TD 510 0.457 poor strength, warpage, one (EVA, 10 [mu] m) MD 338 0.174 paste two unchanged and paste the high cost real-2 non-woven fabric TD 782 0.715 good strength, no warping problem. Cost slightly higher MD 596 0.451. Construction validate Note: OPP: biaxially oriented polypropylene film PET: biaxially stretched polyester film LLDPE: biaxially oriented linear low density polyethylene film HMA: ethylene vinyl acetate based hot melt adhesive EVA: ethylene-vinyl acetate copolymer ( Adhesive) MD: Machine direction TD: Direction perpendicular to machine direction

【0027】(施工検証)上記曲げ試験で良であったサ
ンプルの試験結果をもとに、端太ピッチを算出したとこ
ろ200mmであった。このピッチで実際に施工し歩行し
た。尚、TD方向が強度大であるので、端太に対して補
強XPS‘長辺方向を平行に施工した。その結果を表3
に示す。
(Construction Verification) Based on the test results of the samples that were good in the bending test, the edge pitch was calculated to be 200 mm. I actually constructed and walked at this pitch. Since the strength in the TD direction was high, the reinforcing XPS 'long side direction was applied parallel to the edge thickness. The results are shown in Table 3.
Shown in.

【0028】 〔表3〕 実施例比較例 サンプル 結果 結論 理由 比較例8 LLDPE,30μm フォーム、フィルム 不良 普通歩行では問題な (EVA,10μm) 共に割れた いが現場施工を考慮 すると、推奨不可 比較例9 LLDPE,130μm フォームのみ割れ、 不良 安全上問題ないが、 (EVA,20μm) フィルムは割れず 補強XPS‘の割れ は望ましくない 実施例3 不織布 極度の荷重で 良 曲げ強度は最も強く フォーム、 極端な荷重が掛から フィルム共に割れた ない限り問題無し [Table 3] Example Comparative Example Sample Result Conclusion Reason Comparative Example 8 LLDPE, 30 μm Foam, film failure Problem with normal walking (EVA, 10 μm) Both cracks are not recommended, but in consideration of on- site construction, it is not recommended Comparative Example 9 LLDPE, 130μm Foam cracks only, no problem for safety, ( EVA, 20μm) Film does not crack, cracking of reinforced XPS ' is not desirable Example 3 Non-woven fabric Good under extreme load Bending strength is strongest, extreme No problem as long as the film does not crack under the load

【0029】表3に示された結果から、本発明の型枠兼
用断熱板は、支保工上に載せた状態で人が乗って作業し
たり、この型枠兼用断熱板上に比較的多量のコンクリー
トを打設しても、この型枠兼用断熱板が十分な強度を有
して割れにくい強度を有することが明らかである。
From the results shown in Table 3, the formwork / heat insulating plate of the present invention is operated by a person riding on the support work, and a relatively large amount of heat is applied on the formwork / heat insulating plate. It is clear that even when concrete is placed, the heat insulating plate that also serves as a mold has sufficient strength and is hard to break.

【0030】[0030]

【発明の効果】本発明によれば、型枠兼用断熱板を支保
工上に載せた状態で人が乗って作業しても、また、この
型枠兼用断熱板上に比較的多量のコンクリートを打設し
ても、この型枠兼用断熱板が十分な強度を有して割れに
くく、また、コンクリートと接着するための不織布等を
必要とせずに、コンクリート打設後この型枠兼用断熱板
がコンクリートに十分な強度で付着して剥離しにくい、
型枠兼用断熱板が提供される。
According to the present invention, even if a person rides on the support with a heat insulating plate also used as a formwork, a relatively large amount of concrete is placed on the heat insulating plate also used as a formwork. Even when cast, the heat insulating plate that also serves as a formwork has sufficient strength and is difficult to crack. Also, without using a non-woven fabric or the like for bonding with concrete, the heat insulating plate that also serves as a formwork can be used after placing concrete. It adheres to concrete with sufficient strength and is difficult to peel off,
A heat insulating plate that also serves as a form is provided.

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

【図1】 本発明の型枠兼用断熱板の1例の透視図。FIG. 1 is a perspective view of an example of a heat insulating plate that also serves as a mold of the present invention.

【図2】 硬質合成樹脂押出発泡板の表面をサンダー掛
けする場合の概念図。
FIG. 2 is a conceptual diagram when a surface of a hard synthetic resin extruded foam plate is sanded.

【図3】 実施例1及び比較例1,2において不織布を
貼り付けた発泡ポリスチレン板についてのコンクリート
に対する接着強度測定を行ったときのモルタル打ち込み
の様子を示す断面図。
FIG. 3 is a cross-sectional view showing the state of mortar implantation when measuring the adhesive strength to concrete of the expanded polystyrene plate to which the nonwoven fabric is attached in Example 1 and Comparative Examples 1 and 2.

【符号の説明】[Explanation of symbols]

1…型枠兼用断熱板 2…硬質合成樹脂押出発泡板 3…不織布 4…搬送ベルト 5…押さえローラー 6…サンダーベルト 11…モルタル 12…型枠 13…不織布貼り付け発泡ポリスチレン板 14、24…T形鋼製ジグ 15、25…合板 1. Insulation plate that also serves as a formwork 2. Hard synthetic resin extruded foam board 3 ... Nonwoven fabric 4 ... Conveyor belt 5 ... Pressing roller 6 ... Thunder belt 11 ... Mortar 12 ... Formwork 13 ... Nonwoven fabric-attached expanded polystyrene plate 14, 24 ... T-shaped steel jig 15, 25 ... Plywood

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E001 DD01 GA12 GA42 HD01 JD04 4F100 AE01C AK01A AK12 AK41 AK68 AK68H BA02 BA03 BA07 BA10B BA10C BA22 DG15B DJ01A EH46 EH462 EJ17 EJ172 EJ34 EJ342 GB07 JK04 JK12A JK14 JK14A JL11 YY00A    ─────────────────────────────────────────────────── ─── Continued front page    F term (reference) 2E001 DD01 GA12 GA42 HD01 JD04                 4F100 AE01C AK01A AK12 AK41                       AK68 AK68H BA02 BA03                       BA07 BA10B BA10C BA22                       DG15B DJ01A EH46 EH462                       EJ17 EJ172 EJ34 EJ342                       GB07 JK04 JK12A JK14                       JK14A JL11 YY00A

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 硬質合成樹脂押出発泡板の片面には、不
織布が貼着積層され、前記不織布が積層されていない他
方の面は、前記硬質合成樹脂押出発泡板の機械方向及び
横断方向共に、表面粗さRa(中心線平均値)が10〜
150μmであり、表面粗さSm(凹凸の平均間隔)が
300〜4500μmである型枠兼用断熱板。
1. A non-woven fabric is stuck and laminated on one surface of a hard synthetic resin extruded foam plate, and the other surface on which the non-woven fabric is not laminated is in both a machine direction and a transverse direction of the hard synthetic resin extruded foam plate. Surface roughness Ra (center line average value) is 10
A heat insulating plate which is 150 μm and also has a surface roughness Sm (average interval of concavities and convexities) of 300 to 4500 μm.
【請求項2】 曲げ強さが機械方向及び横断方向共に5
50kN/m2以上であり、曲げ剛性が機械方向及び横
断方向共に1cm幅当たり0.35N・m2以上である請
求項1に記載の型枠兼用断熱板。
2. The bending strength is 5 in both the machine direction and the transverse direction.
The heat insulating plate also as a mold according to claim 1, having a bending rigidity of 50 kN / m 2 or more and a bending rigidity of 0.35 N · m 2 or more per 1 cm width in both the machine direction and the transverse direction.
【請求項3】 硬質合成樹脂押出発泡板の片面に、不織
布を貼着積層させ、この不織布が積層されていない前記
発泡板の他方の面をサンダー掛けにより荒らすことを特
徴とする請求項1又は2に記載の型枠兼用断熱板の製造
方法。
3. A hard synthetic resin extruded foam plate is laminated with a non-woven fabric on one side thereof, and the other side of the foam plate on which the non-woven fabric is not laminated is roughened by sanding. 2. The method for producing a heat insulating plate that also serves as a mold according to 2.
【請求項4】 請求項1又は2に記載の型枠兼用断熱板
を、その不織布が積層されている側を下に向けて支保工
上に載置し、この型枠兼用断熱板上に配筋し、コンクリ
ートを打設することを特徴とする床の施工方法。
4. The formwork / heat insulating plate according to claim 1 or 2 is placed on a supporting structure with the side on which the non-woven fabric is laminated facing downward, and placed on the formwork / heat insulating plate. A method for constructing a floor, which is characterized by making a streak and placing concrete.
JP2001294756A 2001-09-26 2001-09-26 Formwork combined heat insulating plate, manufacturing method thereof and floor construction method using the same Expired - Fee Related JP3741984B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001294756A JP3741984B2 (en) 2001-09-26 2001-09-26 Formwork combined heat insulating plate, manufacturing method thereof and floor construction method using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001294756A JP3741984B2 (en) 2001-09-26 2001-09-26 Formwork combined heat insulating plate, manufacturing method thereof and floor construction method using the same

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Publication Number Publication Date
JP2003096941A true JP2003096941A (en) 2003-04-03
JP3741984B2 JP3741984B2 (en) 2006-02-01

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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017013339A (en) * 2015-06-30 2017-01-19 宇部興産株式会社 High strength mortar hardened body and manufacturing method therefor

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5403831B2 (en) * 2011-07-06 2014-01-29 旭ファイバーグラス株式会社 Floor insulation
JP2011190682A (en) * 2011-07-06 2011-09-29 Asahi Fiber Glass Co Ltd Heat insulating material for floor
JP2011196178A (en) * 2011-07-06 2011-10-06 Asahi Fiber Glass Co Ltd Heat insulating material for floors

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017013339A (en) * 2015-06-30 2017-01-19 宇部興産株式会社 High strength mortar hardened body and manufacturing method therefor

Also Published As

Publication number Publication date
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