JP3938533B2 - Construction method of inner heat insulation composite wall by simultaneous placing of concrete - Google Patents

Construction method of inner heat insulation composite wall by simultaneous placing of concrete Download PDF

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JP3938533B2
JP3938533B2 JP2002269882A JP2002269882A JP3938533B2 JP 3938533 B2 JP3938533 B2 JP 3938533B2 JP 2002269882 A JP2002269882 A JP 2002269882A JP 2002269882 A JP2002269882 A JP 2002269882A JP 3938533 B2 JP3938533 B2 JP 3938533B2
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Japan
Prior art keywords
panel
heat insulating
concrete
protective film
composite wall
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JP2002269882A
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JP2004107942A (en
Inventor
諭 丸山
一也 米田
誠司 工藤
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A&A Material Corp
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A&A Material Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、コンクリート同時打ち込みによる内断熱複合壁の施工方法に関するものである。
【0002】
【従来の技術】
従来、建築物において、コンクリートと、断熱材及び下地材からなる断熱パネルとから断熱複合壁を形成する工法として、特開2001−11992号公報に開示された、いわゆる同時打ち込み工法がある。かかる工法は、建築現場において間隔を保って配置され型枠と断熱パネルとの間にコンクリートを流し込み、コンクリート固化後に型枠を除去し、コンクリートと断熱パネルとからなる断熱複合壁を得るものである(特許文献1参照)。
【0003】
また、上記公報に開示の工法においては、コンクリートの打込み時に、コンクリートの圧力によって断熱パネルが変形する恐れがあるため、一般的には、断熱パネルの外側に更に型枠としてのコンパネを配置する仕方が現場で行われている。図5に示すように、断熱パネル1は、繊維強化セメント板からなる表面材1aと、断熱材1bとからなる複層パネルである。かかる断熱パネル1を、表面材1aが室内(屋内)側に向くように配置する。そして、断熱パネル1の室外(屋外)側に、同パネル1の断熱材1bと所定の間隔をあけて、室外側型枠として合板からなるコンパネ3を配置し、断熱パネル1の表面材1aの表面に、室内側型枠として合板からなるコンパネ5を当接させる。さらに、各コンパネ3,5の外側に、複数の縦ばた7及び横ばた9を格子状に建てこみ、複数のフォームタイ11によって、それらコンパネ3,5ならびに縦ばた7及び横ばた9を保持する。次に、室外側のコンパネ3と断熱パネル1の断熱材1bとの間にコンクリート13を流し込み、コンクリート固化後、コンパネ3、5、縦ばた7及び横ばた9、ならびにフォームタイ11を除去し、コンクリート13と断熱パネル1とからなる内断熱複合壁を得ている(非特許文献1参照)。
【0004】
【特許文献1】
特開2001−11992号公報(第2頁、第1図)
【非特許文献1】
株式会社エーアンドエーマテリアル刊行のカタログ「断熱型枠工法の施工手順
」、2002年2月1版(表紙、及び第1〜5頁)
【0005】
【発明が解決しようとする課題】
しかしながら、図5に示した既存の工法においては、断熱パネル1の切断加工を行うにあたって、工場でのプレカット時や建築現場での切断時に切断粉の飛散が生じる場合があった。また、コンパネ3,5は、コンクリート打設に伴う余剰水などを吸水し、コンパネ3,5内の可溶性成分がコンパネ外部へと溶出する場合があった。このとき、室内側のコンパネ5から溶出した可溶性成分表面材1aの室内側の表面に付着、染み込んで、表面材1aの室内側の面着色してしまうことがあるが、表面材1aは、複合壁が完成し室内側のコンパネ5を除去した後に、室内側の仕上げ材として機能するため、上記の着色は美観上、意匠上、好ましくない問題であるなお、コンパネは建築・土木業界における現場用語であり、主として型枠等に使用する合板を意味している。
【0006】
従って、本発明は、上述した問題に鑑みてなされたものであり、切断加工時の粉塵飛散を低減することができる複合パネルを用い、且つ、仕上げ材としての機能を好適に維持することが可能な、コンクリート同時打ち込みによる内断熱複合壁の施工方法を提供することを目的とする。
【0007】
【課題を解決するための手段】
上述の目的を達成するため、本発明のコンクリート同時打ち込みによる内断熱複合壁の施工方法は、断熱材と、この断熱材に接着された繊維強化セメント板からなる表面材と、この表面材の表面に貼付された表面保護フィルムとを備えた断熱パネルを用意し、この断熱パネルを所望の大きさに切断して、断熱パネルの表面材が室内側を指向するように配置し、この表面材に貼付された表面保護フィルムと当接するように合板からなる室内側コンパネを配置すると共に、前記断熱材と所定間隔を保持して合板からなる室外側コンパネを配置し、これらの室内側および室外側コンパネを、それらの外側に配置したコンパネ保持手段により保持させ前記断熱材と前記室外側コンパネとの間にコンクリートを打ち込み、そのコンクリートが固化した後に、前記コンパネ保持手段、前記室内側および室外側コンパネを除去し、前記表面保護フィルムを表面材から除去し、内断熱複合壁を得るものである。
【0008】
好適には、前記表面保護フィルム25mm幅あたりで4〜8Nの接着力を有するものである
【0009】
【発明の実施の形態】
以下、この発明のコンクリート同時打ち込みによる内断熱複合壁の施工方法を、例えば、RC構造を備えた終末処理場などの公共事業建物に設けられる内断熱複合壁の形成に適用する場合について説明する。図1は、本発明の方法に使用する断熱パネルの縦断面である。断熱パネル21は、断熱材23を備えており、かかる断熱材23の室内側表面には、接着層25を介して表面材27が貼り合わされているこの実施形態では、断熱材23は、厚さ20mm以上の発泡ポリエチレン系の材料または木毛板などの材料から構成されている。一方、表面材27は、厚さ3〜12mm、好適には6mmの繊維強化セメント板より構成されている。
【0010】
さらに、表面材27の室内側表面には、厚さ20〜80μmの表面保護フィルム29がローラによる圧着により貼り付けられている。かかる厚さ選定は、例えば厚さが80μmを超える場合には、ローラでの圧着が困難になり、厚さが20μm未満の場合には、表面保護フィルム29を表面材27に貼り付けるときの作業性が悪化するのを防ぐためである。表面保護フィルム29は、その室外側に設けられた粘着層31と室内側に設けられた基材層33とから成っている。基材層33は、ポリエチレン系またはポリオレフィン系材料より構成される。一方、粘着層31は、ゴム系またはアクリル系材料より構成される。そして、粘着層31は、25mm幅あたりで4〜8Nの接着力を有する。かかる接着力の測定は、図2に示される態様で行われる。まず、粘着層によって接着している基材層に、幅25mm、長さ100mmとなるコ字状の切り欠きを設け、切り欠きにより捲りあげることが可能となった測定部分に、クリップを介してテンションゲージを接続する。そして、テンションゲージを約200mm/分の速度で上方に引き上げ、安定したときのゲージ目盛りの値をもって接着力とする。
【0011】
また、粘着層31の接着力を上記の範囲に設定しているのは以下の点を考慮したものである。すなわち、粘着層31の接着力が25mm幅あたりで8Nを超える場合には、後述するように表面保護フィルム29を表面材27から剥がす際に、表面材27の表層部まで一緒に剥がれることがあり、一方、粘着層31の接着力が25mm幅あたりで4N未満の場合には、表面保護フィルム29と表面材27との接着力が不十分であり、施工中に保護フィルムが表面から剥がれる恐れがあるからである
【0012】
次に、以上のように構成された断熱パネル21を用いた、コンクリート同時打ち込みによる内断熱複合壁の施工方法を説明する。まず、図1のような構成を有する断熱パネル21を、予め工場であるいは建築現場で必要な大きさに切断する。このとき、繊維強化セメント板からなる表面材が外部にむき出しであると、切断に際して切断粉が飛散する場合があるが、本発明の方法によれば、繊維強化セメント板からなる表面材27が表面保護フィルム29により覆われていることにより、切断時の切断粉の発生を大幅に減少させることができる。
【0013】
次に、図3に示されるように、適当な大きさに切断された断熱パネル21を、表面材27の表面保護フィルム29が室内側を指向するように配置し、その表面保護フィルム29に当接するように、室内側コンパネ35を配置する。また、断熱パネル21の室外側には、断熱材23の室外側表面と所定の間隔をあけて、室外側コンパネ37を配置する。なお、かかる両コンパネ35,37は、既存のものと同様に合板からなる、木材製であるものとする。
【0014】
さらに、室内側コンパネ35の室内側表面および室外側コンパネ37の室外側表面のそれぞれに、上下方向に延びる縦ばた39を当接するように配置し、さらに縦ばた39の外側に横方向に延びる横ばた41を配置する。そして、これらコンパネ35,37を断熱パネル21に対して好適に保持するように、縦ばた39及び横ばた41およびフォームタイ43をセットする。すなわち、縦ばた39及び横ばた41およびフォームタイ43は、コンパネ35,37の保持手段である、この後、室外側コンパネ37と断熱パネル21との間に、コンクリート45を流し込む。
【0015】
そして、コンクリート45が固化したに、フォームタイ43、横ばた41、縦ばた39及び両コンパネ35,37を除去することにより、図4に示されるように、室外側にコンクリート45からなる外壁を備え、室内側に断熱材23および表面材27を備えた内断熱複合壁47を得る。ところで、コンクリート打設時には、コンクリートからの余剰水や乾燥予防のために施された水などの水分を合板からなるコンパネ35,37が吸収し、コンパネ35,37内から可溶性成分が外部に溶出することがある。しかしながら、本発明の方法の場合には室内側コンパネ35と仕上げ材として機能する表面材27との間に、表面保護フィルム29が設けられているため、コンパネ35から可溶性成分が溶出したとしても、かかる可溶性成分が表面材27に付着し、表面材27着色ること防止されている。したがって、図4に示すように、施工の最後に、表面材27の室内側表面を覆ってい表面保護フィルム29を剥がすことによって、室内側に美観的に好適な仕上げ面を備えた内断熱複合壁47を得ることができる。
【0016】
なお、前述したように、本発明に用いる表面保護フィルムの接着力は25mm幅あたりで4〜8N(以下、「N/25mm」と記述する)の範囲とするが、表面保護フィルムの接着力と施工上の不具合との関係を明らかにすべく、以下のような条件の施工を行った。
【0017】
実施例1.
表面保護フィルムとして、接着力が8N/25mmである日立化成工業株式会社製のヒタレックス(登録商標)CL−5150D(厚さ60μm)を使用し、表面材として、株式会社エーアンドエーマテリアル製のノンアスベスト繊維強化セメント板(厚さ6mm)を使用し、上記の方法で施工を行ったところ、施工中、表面保護フィルムの剥がれは全く無く、表面材への接着状態も良好に維持された。また、コンクリート打設後に表面保護フィルムを剥がす際に、表面材の表層部まで一緒に剥がれることも無かった。また、表面材の表面への着色も一切見られなかった。
【0018】
実施例2.
表面保護フィルムとして、接着力が5N/25mmである株式会社スミロン製のDE−500H(厚さ45μm)を使用し、表面材として、実施例1と同様の繊維強化セメント板を使用して、上記の方法で施工を行ったところ、実施例1と同様な結果が得られた。なお、作業性に関しては、実施例1よりも良好な傾向があった。
【0019】
比較例1.
表面保護フィルムとして、接着力が3.9N/25mmである積水化学工業株式会社製のプロテクトテープ♯6318−B(厚さ60μm)を使用し、表面材として、実施例1と同様のものを使用して、上記の方法で施工を行ったところ、表面材への接着は十分でなく、表面保護フィルムの一部は、表面材から剥離することがあった。また、コンクリート打設後、表面材の表面の一部に着色が確認された。
【0020】
比較例2.
表面保護フィルム、表面材ともに、実施例1と同様のものであって、表面保護フィルムの接着力だけを8.2N/25mmに増加させ、上記の方法で施工を行ったところ、コンクリート打設後に表面保護フィルムを剥がす際に、表面材の繊維に毛羽立ちが生じ、表面材の表層部まで剥がれる傾向が見られた。
【0021】
【発明の効果】
以上説明したように、本発明のコンクリート同時打ち込みによる内断熱複合壁の施工方法によれば、断熱パネルの切断加工時の粉塵飛散を大幅に低減させることができ、なお且つ、合板からなるコンパネを用いても、合板から溶出する可溶性成分の断熱パネルの表面材への着色を防止できるので表面材に仕上げ材としての機能を充分に果たさせることが可能となる。
【図面の簡単な説明】
【図1】 本発明のコンクリート同時打ち込みによる内断熱複合壁の施工方法に用いる、断熱パネルの構成を示す縦断面図である。
【図2】 本発明の方法に用いられる表面保護フィルムの接着力の測定態様を説明する図である。
【図3】 本発明のコンクリート同時打ち込みによる内断熱複合壁の施工方法における、コンクリート打ち込み時の縦断面図である。
【図4】 本発明のコンクリート同時打ち込みによる内断熱複合壁の施工方法において、コンクリート打ち込み後、コンパネを除去し、さらに表面保護フィルムを除去する状態を示す縦断面図である。
【図5】 既存のコンクリート同時打ち込みによる内断熱複合壁の施工方法を示す斜視図である。
【符号の説明】
21…断熱パネル、23…断熱材、27…表面材、29…表面保護フィルム、35…室内側コンパネ、37…室外側コンパネ、39…縦ばた(コンパネ保持手段)、41…横ばた(コンパネ保持手段)、43…フォームタイ(コンパネ保持手段)、45…コンクリート、47…内断熱複合壁。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for constructing an inner heat insulating composite wall by simultaneous placing of concrete.
[0002]
[Prior art]
Conventionally, as a method of forming a heat insulating composite wall from concrete and a heat insulating panel made of a heat insulating material and a base material in a building, there is a so-called simultaneous driving method disclosed in Japanese Patent Application Laid-Open No. 2001-11992. Such method is, at a distance in the building site pouring concrete between the arranged formwork and insulation panels, formwork is removed after the concrete solidifies, so as to obtain a heat-insulating composite wall consisting of concrete and insulation panels Yes (see Patent Document 1).
[0003]
Moreover, in the construction method disclosed in the above publication, since there is a risk that the heat insulation panel may be deformed by the pressure of the concrete when the concrete is driven, generally, a method of disposing a panel as a mold further outside the heat insulation panel. Is being done on site. As shown in FIG. 5, the heat insulation panel 1 is a multilayer panel which consists of the surface material 1a which consists of a fiber reinforced cement board, and the heat insulation material 1b. The heat insulating panel 1 is arranged so that the surface material 1a faces the indoor (indoor) side. Then, on the outdoor (outdoor) side of the heat insulating panel 1, a panel 3 made of plywood is arranged as an outdoor formwork at a predetermined interval from the heat insulating material 1 b of the panel 1, and the surface material 1 a of the heat insulating panel 1 is arranged. A panel 5 made of plywood is brought into contact with the surface as an indoor mold. Further, a plurality of vertical slats 7 and horizontal slats 9 are erected on the outside of each of the control panels 3 and 5, and a plurality of foam ties 11 are used to form the control panels 3 and 5 and the vertical slabs 7 and horizontal slabs. 9 is held. Next, the concrete 13 is poured between the outdoor panel 3 and the heat insulating material 1b of the heat insulating panel 1 , and after the concrete is solidified, the panel 3, 5, the vertical flat 7, the horizontal flat 9, and the foam tie 11 are removed. and, Ru Tei give inner heat insulating composite wall consisting of concrete 13 and the insulation panel 1 Tokyo (see non-Patent Document 1).
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 2001-11992 (page 2, FIG. 1)
[Non-Patent Document 1]
Catalog of A & A Materials Co., Ltd. “Construction Procedure for Insulated Formwork”, February 1st, 2002 (Cover and 1st to 5th pages)
[0005]
[Problems to be solved by the invention]
However, in the existing method shown in FIG. 5, when cutting the heat insulating panel 1, cutting powder may be scattered during pre-cutting at a factory or cutting at a building site. Further, the control panel 3 and 5, and water and excess water due to the concreting, soluble components control panel in 3,5 has Tsu when there eluted into the control panel outside. At this time, deposition soluble components eluted from control panel 5 of the indoor side to the indoor side of the surface of the surface material 1a, steeped in, but may sometimes colored indoor side surface of the surface material 1a, the surface material 1a is After the composite wall is completed and the indoor panel 5 is removed, it functions as an indoor finishing material. Therefore, the above coloring is an undesired problem in terms of aesthetics and design. The control panel is an on-site term in the construction / civil engineering industry, and mainly means plywood used for formwork.
[0006]
Therefore, the present invention has been made in view of the above-described problems, and it is possible to use a composite panel that can reduce dust scattering during cutting processing and to suitably maintain the function as a finishing material. Another object of the present invention is to provide a method for constructing an inner heat insulating composite wall by simultaneously placing concrete.
[0007]
[Means for Solving the Problems]
To achieve the above object, the construction method of the inner heat insulating composite wall according to concrete simultaneous implantation of the present invention, a heat insulating material, and a surface material made of fiber-reinforced cement plate bonded to the insulation material, the surface of the surface material providing a heat-insulating panel having a sticking surface protective film, the insulating panel is cut into a desired size, surface materials of the insulating panels are arranged to direct the indoor side, in the surface material with arranging the indoor side control panel consisting of plywood as attached surface protective film and the contact, the insulation and holding the predetermined distance to place the outdoor side control panel consisting of plywood, these indoor and chamber the outer control panel, is held by their control panel holding means disposed outwardly, driving the concrete between the chamber outer control panel and the heat insulating material, the concrete has solidified On the control panel holding means, the removal of the interior side and exterior side control panel, the surface protective film is removed from the surface material and to obtain a inner heat-insulating composite wall.
[0008]
Preferably, the surface protective film are those having an adhesion 4~8N per 25mm width.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the case where the construction method of the inner heat insulating composite wall by simultaneous placing of concrete according to the present invention is applied to the formation of the inner heat insulating composite wall provided in a public works building such as a terminal treatment plant equipped with an RC structure will be described. FIG. 1 is a longitudinal section of a heat insulation panel used in the method of the present invention . Insulating panel 21 is provided with a heat insulating material 23, on the interior surface of such heat insulating material 23, it is bonded surface member 27 via an adhesive layer 25. In this embodiment, the heat insulating material 23 is made of a material such as material or wood wool plate having a thickness of 20mm or more foamed polyethylene. On the other hand, the surface material 27 is made of a fiber reinforced cement board having a thickness of 3 to 12 mm, preferably 6 mm.
[0010]
Furthermore, a surface protective film 29 having a thickness of 20 to 80 μm is attached to the indoor surface of the surface material 27 by pressure bonding with a roller. Selection of such thickness is, for example, if the thickness exceeds 80μm, the crimping rollers becomes difficult, when the thickness is less than 20μm, when pasting the surface protective film 29 on the surface material 27 This is to prevent deterioration of workability. The surface protective film 29 is composed of the outdoor provided on side adhesive layer 31 and provided in the indoor side substrate layer 33. The base material layer 33 is made of a polyethylene-based or polyolefin-based material. On the other hand, the adhesive layer 31 is made of a rubber-based or acrylic material. And the adhesion layer 31 has the adhesive force of 4-8N per 25 mm width. The measurement of the adhesive force is performed in the manner shown in FIG. First, a U-shaped cutout having a width of 25 mm and a length of 100 mm is provided on the base material layer adhered by the adhesive layer, and the measurement portion that can be raised by the cutout is inserted through the clip. Connect the tension gauge. Then, the tension gauge is pulled upward at a speed of about 200 mm / min, and the value of the gauge scale when stabilized is used as the adhesive force.
[0011]
The adhesive force of the adhesive layer 31 is set in the above range in consideration of the following points. That is, when the adhesive strength of the pressure-sensitive adhesive layer 31 exceeds 8N per 25 mm width, when the surface protective film 29 is peeled off from the surface material 27 as described later, the surface layer portion of the surface material 27 may be peeled off together. On the other hand, when the adhesive force of the pressure-sensitive adhesive layer 31 is less than 4N per 25 mm width, the adhesive force between the surface protective film 29 and the surface material 27 is insufficient, and the protective film may be peeled off from the surface during construction. Because there is .
[0012]
Next, a method for constructing an inner heat insulating composite wall by simultaneous placing of concrete using the heat insulating panel 21 configured as described above will be described. First, the heat insulation panel 21 having the configuration as shown in FIG. 1 is cut in advance into a necessary size at a factory or at a construction site. At this time, if the surface material made of the fiber reinforced cement board is exposed to the outside, the cutting powder may be scattered at the time of cutting, but according to the method of the present invention, the surface material 27 made of the fiber reinforced cement board is the surface. By covering with the protective film 29, generation | occurrence | production of the cutting powder at the time of a cutting | disconnection can be reduced significantly.
[0013]
Next, as shown in FIG. 3, the heat insulation panel 21 cut to an appropriate size is arranged so that the surface protection film 29 of the surface material 27 faces the indoor side, and contacts the surface protection film 29. The indoor panel control panel 35 is arranged so as to contact. In addition, an outdoor panel 37 is arranged on the outdoor side of the heat insulating panel 21 with a predetermined distance from the outdoor surface of the heat insulating material 23. Incidentally, according both control panel 35 and 37, consists of plywood as with existing ones, is assumed to be made of wood.
[0014]
Further, each of the outdoor side surface of the beauty chamber outer control panel 37 Oyo interior side surface of the indoor side control panel 35, the vertical flap 39 extending vertically arranged so as to abut, further laterally outwardly of the longitudinal flap 39 A lateral tab 41 extending in the direction is arranged. Then, these control panel 35 and 37 so as to suitably held against the insulating panel 21, and sets the vertical flap 39 and the lateral flap 41 and form tie 43. That is, the vertical cover 39, the horizontal cover 41, and the foam tie 43 are means for holding the control panels 35 and 37. Thereafter, the concrete 45 is poured between the outdoor control panel 37 and the heat insulating panel 21.
[0015]
After the concrete 45 has solidified by removing the form tie 43, the horizontal flap 41, the vertical flap 39 and both control panel 35 and 37, as shown in FIG. 4, consisting of concrete 45 to the outdoor side It includes an outer wall to obtain a heat-insulating composite wall 47 within which is provided a heat insulating member 23 and the surface member 27 on the indoor side. By the way , at the time of placing concrete, moisture such as surplus water from concrete or water applied for drying prevention is absorbed by the panel boards 35 and 37 made of plywood , and soluble components are eluted from the inside of the panel boards 35 and 37. Sometimes. However, in the process of the present invention, between the surface material 27 which functions as a finishing material indoor control panel 35, to a surface protective film 29 is provided, the soluble component is eluted from the control panel 35 as well, such a soluble component is attached to the surface member 27, the Rukoto to color the surface member 27 is prevented. Accordingly, as shown in FIG. 4, the end of the construction, by peeling off the surface protective film 29 that covers the interior surface of the surface material 27, heat insulating composite inner equipped with aesthetically suitable surface finish to the indoor side A wall 47 can be obtained.
[0016]
As described above, the adhesive strength of the surface protective film used in the present invention is in the range of 4 to 8 N (hereinafter referred to as “N / 25 mm”) per 25 mm width. In order to clarify the relationship with construction defects, construction was performed under the following conditions.
[0017]
Example 1.
Hitachi Chemical Co., Ltd.'s Hitachilex (registered trademark) CL-5150D (thickness: 60 μm) having an adhesive strength of 8 N / 25 mm is used as the surface protective film, and the surface material is non-asbestos fiber manufactured by A & A Materials Co., Ltd. When a reinforced cement plate (thickness 6 mm) was used and the construction was carried out by the above method, the surface protective film was not peeled off during the construction, and the state of adhesion to the surface material was maintained well. Further, when the surface protective film was peeled off after the concrete was cast, the surface layer portion of the surface material was not peeled off together. Further, no coloring on the surface of the surface material was observed.
[0018]
Example 2
As a surface protective film, DE-500H (thickness 45 μm) manufactured by Sumilon Co., Ltd. having an adhesive strength of 5 N / 25 mm is used, and as a surface material, the same fiber reinforced cement board as in Example 1 is used. As a result of the construction by the method, the same result as in Example 1 was obtained. The workability tended to be better than that of Example 1.
[0019]
Comparative Example 1
As the surface protection film, Sekisui Chemical Co., Ltd. protection tape # 6318-B (thickness 60 μm) having an adhesive strength of 3.9 N / 25 mm is used, and the same surface material as in Example 1 is used. And when it constructed by said method, adhesion to a surface material was not enough, and a part of surface protection film might peel from a surface material. Moreover, coloring was confirmed to a part of surface of the surface material after concrete placement.
[0020]
Comparative Example 2
Both the surface protective film and the surface material were the same as in Example 1, and only the adhesive strength of the surface protective film was increased to 8.2 N / 25 mm, and the construction was performed by the above method. upon the release of the surface protection film, fluff the fibers of the surface material occurs, tends to peel off to the surface layer of the surface material is seen.
[0021]
【The invention's effect】
As described above, according to the construction method of the inner heat insulating composite wall according implantation concrete simultaneous present invention, it is Rukoto greatly reduce dust scattering during cutting of the insulating panel, noted and, control panel consisting of plywood Even if it uses, since the coloring to the surface material of the heat insulation panel of the soluble component eluting from a plywood can be prevented, it becomes possible to make the surface material fully fulfill | perform the function as a finishing material .
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing a configuration of a heat insulating panel used in a method for constructing an inner heat insulating composite wall by simultaneous placing of concrete according to the present invention.
FIG. 2 is a diagram for explaining a measurement mode of the adhesive strength of a surface protective film used in the method of the present invention.
FIG. 3 is a longitudinal sectional view at the time of concrete placement in the method for constructing an inner heat insulating composite wall by simultaneous concrete placement according to the present invention.
FIG. 4 is a longitudinal sectional view showing a state in which a panel is removed and a surface protective film is removed after concrete placement in the method for constructing an inner heat insulating composite wall by simultaneous concrete placement according to the present invention.
FIG. 5 is a perspective view showing a method of constructing an inner heat insulating composite wall by existing concrete simultaneous driving.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 21 ... Thermal insulation panel, 23 ... Thermal insulation material, 27 ... Surface material, 29 ... Surface protection film, 35 ... Indoor side panel, 37 ... Outdoor panel, 39 ... Longitudinal flatness (compane holding means), 41 ... Flattened ( Control panel holding means), 43 ... foam tie (control panel holding means), 45 ... concrete, 47 ... inner heat insulating composite wall.

Claims (2)

断熱材と、この断熱材に接着された繊維強化セメント板からなる表面材と、この表面材の表面に貼付された表面保護フィルムとを備えた断熱パネルを用意し、
この断熱パネルを所望の大きさに切断して、断熱パネルの表面材が室内側を指向するように配置し、
この表面材の表面に貼付された表面保護フィルムと当接するように合板からなる室内側コンパネを配置すると共に、前記断熱材と所定間隔を保持して合板からなる室外側コンパネを配置し、
これらの室内側および室外側コンパネを、それらの外側に配置したコンパネ保持手段により保持させ
前記断熱材と前記室外側コンパネとの間にコンクリートを打ち込み、
そのコンクリートが固化した後に、前記コンパネ保持手段、前記室内側および室外側コンパネを除去し、
前記表面保護フィルムを表面材から除去し、内断熱複合壁を得るところのコンクリート同時打ち込みによる内断熱複合壁の施工方法。
And the heat insulating material, and a surface material made of fiber-reinforced cement plate bonded to the insulation, the insulation panel with a surface protective film attached on the surface of the surface material was prepared,
Cut this heat insulation panel to a desired size and place it so that the surface material of the heat insulation panel faces the indoor side,
Arrange the indoor panel made of plywood to contact the surface protective film affixed to the surface of the surface material , and arrange the outdoor panel made of plywood while maintaining a predetermined distance from the heat insulating material,
These indoor side and outdoor side control panel, is held by the control panel holding means disposed on their outer,
Concrete is driven between the heat insulating material and the outdoor panel,
After the concrete has solidified, the control panel holding means, the indoor side and outdoor side control panel is removed,
Wherein the surface protective film is removed from the surface material, construction method of the inner heat insulating composite wall according implantation concrete simultaneous where acquire an insulation composite wall.
前記表面保護フィルム25mm幅あたりで4〜8Nの接着力を有することを特徴とする請求項1に記載のコンクリート同時打ち込みによる内断熱複合壁の施工方法。The method for constructing an inner heat insulating composite wall according to claim 1, wherein the surface protective film has an adhesive force of 4 to 8 N per 25 mm width.
JP2002269882A 2002-09-17 2002-09-17 Construction method of inner heat insulation composite wall by simultaneous placing of concrete Expired - Lifetime JP3938533B2 (en)

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