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JP5348684B2 - Construction method of heat insulation composite panel on wall surface - Google Patents
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JP5348684B2 - Construction method of heat insulation composite panel on wall surface - Google Patents

Construction method of heat insulation composite panel on wall surface Download PDF

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JP5348684B2
JP5348684B2 JP2009017837A JP2009017837A JP5348684B2 JP 5348684 B2 JP5348684 B2 JP 5348684B2 JP 2009017837 A JP2009017837 A JP 2009017837A JP 2009017837 A JP2009017837 A JP 2009017837A JP 5348684 B2 JP5348684 B2 JP 5348684B2
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adhesive
composite panel
wall surface
insulating composite
heat
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JP2010174503A (en
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孝光 折方
敏彦 永井
光弘 松田
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Achilles Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for constructing a heat-insulating composite panel on a wall surface and the like capable of coping with unevenness which may exist on a concrete surface, and of preventing the internal dew condensation of the concrete surface. <P>SOLUTION: When the heat-insulating composite panel 1 is constructed by being pressure-fitted onto a concrete wall surface 2 etc., an adhesive 3 is applied in ridge shapes in two directions 3a, 3b crossing each other, at a position high enough to absorb the unevenness on the concrete wall surface 2 and the like over the whole surface of the heat-insulating composite panel 1 to be pressure-fitted. Subsequently, the heat-insulating composite panel 1 is pressure-fitted to the concrete wall surface 2 and the like in such a way as to push and spread the adhesive 3. Thus, the heat-insulating composite panel 1 can be surely bonded even to the unevenness on the concrete wall surface 2 and the like by having the adhesive 3 high on the whole surface so as to absorb the unevenness. Also, by pushing and spreading the ridge-shaped adhesive 3 in the two directions 3a and 3b crossing each other the gap 4 between the heat-insulating composite panel 1 and the concrete wall surface 2 and the like is reduced while the internal dew condensation is prevented by inhibiting movement of the slightly-remaining air in the gap 4. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

この発明は、断熱複合パネルの壁面などへの施工法に関し、断熱材と他のボードとからなる複合パネルをコンクリートの壁面などに直接取り付ける場合のコンクリートの壁面などの不陸の影響を緩和でき、取り付けにともなう空間内部の結露を防止できるようにしたものである。
The present invention relates to a method of applying to the wall surface or the like of the heat insulating composite panel, a composite panel consisting of a heat insulating material and the other boards can mitigate the effects uneven surface, such as wall surfaces of the concrete when mounting directly like on the wall surface of the concrete It is intended to prevent condensation inside the space accompanying the installation.

コンクリート造りの集合住宅などの建築物の断熱工法として、硬質ウレタンフォームや押出しポリスチレンフォームなどの断熱材と、石膏ボード、ケイカル板、フレキシブルボード、セメント板などの硬質面材を接着した断熱複合パネルを用い、コンクリートの壁面など(壁、柱、梁底、梁側など)に接着によって直接貼り付ける工法があり、接着剤を使用した圧着工法(例えば特許文献1参照)や硫化カルシウム水塩を主成分とする無機系の接着剤を団子状に点在させて接着する団子張り工法(例えば特許文献2参照)がある。   As a thermal insulation method for buildings such as concrete apartment houses, a thermal insulation composite panel that adheres a thermal insulation material such as rigid urethane foam or extruded polystyrene foam and a hard surface material such as gypsum board, calc board, flexible board, cement board, etc. There is a method of bonding directly to concrete wall surfaces (walls, columns, beam bottoms, beam sides, etc.) by bonding, and a pressure bonding method using an adhesive (see, for example, Patent Document 1) or calcium sulfide hydrate as the main component There is a dumpling tension method (see, for example, Patent Document 2) in which inorganic adhesives are scattered in a dumpling shape and bonded.

特開2005−9291号公報JP 2005-9291 A 特開平07−82807号公報Japanese Patent Laid-Open No. 07-82807

上記断熱材の圧着工法では、施工するコンクリート面に不陸があり平滑性が悪い場合には、そのまま断熱材を直接圧着することができず、通常、1.8mあたり2mm以内の不陸には対応できるもののそれ以上の場合には、モルタルを塗布することで平滑性を向上する均しモルタルの施工が必要となり、施工に要する日数が増大し施工期間が長くなるなどの問題がある。   In the above insulation material crimping method, if the concrete surface to be constructed has unevenness and the smoothness is poor, the insulation material cannot be directly bonded as it is. In the case of more than that, it is necessary to apply a mortar to improve the smoothness by applying mortar, which causes problems such as an increase in the number of days required for the construction and a longer construction period.

また、圧着工法では、接着剤の塗布をクシ目へらを用いて行われるが、塗布時、へらの角度が施工者の姿勢、感覚の影響を受けて不安定になりやすく、接着剤の塗布量や塗布厚さがバラツキ、接着品質が大きく変化するという問題がある。   In the crimping method, the adhesive is applied using a comb spatula, but when applying, the angle of the spatula tends to be unstable due to the influence of the posture and sense of the installer, and the amount of adhesive applied In addition, there is a problem that the coating thickness varies and the adhesive quality changes greatly.

一方、いわゆる団子張り工法では、団子状に接着剤を点在させるため、コンクリート面の不陸に対する適用性を向上できるものの、断熱材とコンクリート面との間に隙間ができ、この隙間による空間の空気層がコンクリート表面で結露しやすく、その水分によって壁や床面がぬれたり、カビ発生の原因となるなどの問題があり、あまり施工されていないのが現状である。   On the other hand, in the so-called dumpling method, the adhesive is scattered in the shape of a dumpling, which can improve the applicability to unevenness of the concrete surface, but there is a gap between the heat insulating material and the concrete surface. The air layer tends to condense on the concrete surface, and there are problems such as wetness of the walls and floors and the occurrence of mold, and the construction is not so much underway.

この発明は、かかる従来技術の問題点に鑑みてなされたもので、コンクリート面に不陸があっても対応できるとともに、コンクリート面の内部結露を防止することができる断熱複合パネルの壁面などへの施工法および接着剤の塗布を安定して行うことができる断熱複合パネルの壁面などへの施工法を提供しようとするものである。
The present invention has been made in view of such problems of the prior art, and can be applied to the wall surface of a heat insulating composite panel that can cope with unevenness on the concrete surface and can prevent internal condensation on the concrete surface. It is an object of the present invention to provide a construction method and a construction method on a wall surface of a heat insulating composite panel capable of stably applying an adhesive.

上記従来技術が有する課題を解決するこの発明の請求項1記載の断熱複合パネルの壁面などへの施工法は、断熱複合パネルをコンクリートの壁面などに圧着して施工するに際し、断熱複合パネルの圧着すべき表面に接着剤をコンクリートの壁面などの不陸を吸収し得る高さで、交差する2方向それぞれに接着剤を畝状に複数条塗布した後、コンクリートの壁面などに圧着して前記接着剤を押し拡げるようにして施工するものであり、前記接着剤の塗布横断面形状を、矩形上部に三角形を備えた形状または矩形の上部に半円形を備えた形状として初期圧着力を高めるようにしたことを特徴とするものである。
The construction method for the wall surface of the heat insulating composite panel according to claim 1 of the present invention that solves the problems of the prior art described above is that when the heat insulating composite panel is pressed onto the wall surface of concrete and the like, in should do the surface, the adhesive at a height capable of absorbing uneven surface such as a wall surface of the concrete, the adhesive 2 directions crossing after plural rows applied to ridged, and pressed like walls of concrete the The adhesive is spread and applied , and the initial cross-sectional shape of the adhesive is increased to a shape with a triangle at the top of the rectangle or a shape with a semicircle at the top of the rectangle so as to increase the initial pressure-bonding force. it is characterized in that the the.

また、この発明の請求項2記載の断熱複合パネルの壁面などへの施工法は、請求項1記載の構成に加え、前記接着剤を、塗布方向の両側に側板を備えたクシ目こてを用いて塗布するようにしたことを特徴とするものである。   Moreover, the construction method to the wall surface etc. of the heat insulation composite panel of Claim 2 of this invention adds the said adhesive agent to the wall surface etc. of Claim 1, and the comb eyepiece provided with the side plate on both sides of the application direction. It is characterized by being applied using.

さらに、この発明の請求項3記載の断熱複合パネルの壁面などへの施工法は、請求項1または2記載の構成に加え、交差する2方向の前記接着剤を、前記断熱複合パネルの両側縁と平行な方向と、少なくともこの両端部で前記方向と直交する方向とに塗布するようにしたことを特徴とするものである。
Furthermore, the construction method to the wall surface etc. of the heat insulation composite panel of Claim 3 of this invention is the structure of Claim 1 or 2, In addition to the structure of Claim 1 or 2, the said adhesive of two directions to cross | intersect the both-sides edge of the said heat insulation composite panel It is characterized in that the coating is applied in a direction parallel to the direction and at least at both ends thereof in a direction perpendicular to the direction.

また、この発明の請求項4記載の断熱複合パネルの壁面などへの施工法は、請求項1〜3のいずれかに記載の構成に加え、前記接着剤の塗布高さを、断熱複合パネルの少なくとも外周端側を高くして圧着力を高めるようにしたことを特徴とするものである。   Moreover, the construction method to the wall surface etc. of the heat insulation composite panel of Claim 4 of this invention adds the application | coating height of the said adhesive agent of the heat insulation composite panel to the structure in any one of Claims 1-3. It is characterized in that at least the outer peripheral end side is raised to increase the crimping force.

さらに、この発明の請求項5記載の断熱複合パネルの壁面などへの施工法は、請求項1〜4のいずれかに記載の構成に加え、前記接着剤に加えて断熱複合パネルの少なくとも外周端部では、環状に連続させて塗布した環状接着部を設けるようにしたことを特徴とするものである。   Furthermore, in addition to the structure in any one of Claims 1-4, the construction method to the wall surface etc. of the heat insulation composite panel of Claim 5 of this invention is at least the outer periphery end of the heat insulation composite panel in addition to the said adhesive agent The portion is characterized in that an annular adhesive portion applied continuously in an annular shape is provided.

さらに、この発明の請求項6記載の断熱複合パネルの壁面などへの施工法は、請求項1〜5のいずれかに記載の構成に加え、前記接着剤を、不陸が1.8mあたり5mm以内のコンクリートの壁面などに塗布するようにしたことを特徴とするものである。
Furthermore, in addition to the structure in any one of Claims 1-5 , the construction method to the wall surface etc. of the heat insulation composite panel of Claim 6 of this invention adds the said adhesive to unevenness 5mm per 1.8m. It is characterized in that it is applied to the wall surface of concrete within.

また、この発明の請求項7記載の断熱複合パネルの壁面などへの施工法は、請求項2記載の構成に加え、前記クシ目こては、クシ目が形成されたこて板部の両側に、このこて板部の角度を規制するとともに、接着剤のはみだしを防止する側板部を設けたことを特徴とするものである。
Moreover, the construction method to the wall surface etc. of the heat insulation composite panel of Claim 7 of this invention adds to the structure of Claim 2, and the said comb iron is on both sides of the iron plate part in which the comb was formed. In addition, the angle of the iron plate portion is regulated, and a side plate portion for preventing the adhesive from protruding is provided.

さらに、この発明の請求項8記載の断熱複合パネルの壁面などへの施工法は、請求項7記載の構成に加え、前記こて板部を、塗布面に対して45〜70度の角度に保持可能な前記側板部を設けて構成したことを特徴とするものである。
Furthermore, in addition to the structure of Claim 7, the construction method to the wall surface etc. of the heat insulation composite panel of Claim 8 of this invention adds the said iron plate part to the angle of 45-70 degree | times with respect to an application surface. It is characterized by providing the side plate portion that can be held.

また、この発明の請求項9記載の断熱複合パネルの壁面などへの施工法は、請求項7または8記載の構成に加え、前記こて板部の上端部に、前記角度より小さい角度の連結板部を設けて構成したことを特徴とするものである。
In addition to the structure of claim 7 or 8, the construction method of the heat insulating composite panel according to claim 9 of the present invention is connected to the upper end portion of the iron plate portion at an angle smaller than the angle. It is characterized by providing a plate portion.

この発明の請求項1記載の断熱複合パネルの壁面などへの施工法によれば、断熱複合パネルをコンクリートの壁面などに圧着して施工するに際し、断熱複合パネルの圧着すべき表面に接着剤をコンクリートの壁面などの不陸を吸収し得る高さで、交差する2方向それぞれに接着剤を畝状に複数条塗布した後、コンクリートの壁面などに圧着して前記接着剤を押し拡げるようにして施工するものであり、前記接着剤の塗布横断面形状を、矩形上部に三角形を備えた形状または矩形の上部に半円形を備えた形状として初期圧着力を高めるようにしたので、コンクリートの壁面などの不陸に対しても表面全体の接着剤を高くすることで吸収して確実に接着でき、畝状の接着剤を交差する2方向として押し拡げることで断熱複合パネルとコンクリートの壁面などとの隙間を減少させるとともに、僅かに残る隙間の空気の移動を阻止することで、内部結露を防止することができる。
また、矩形上部に三角形を備えた形状または矩形の上部に半円形を備えた形状として初期圧着力を高めるようにしたので、接着剤上部の三角形または半円形の頂部は押し拡げやすく、こうすることで、より高い圧着力で一層確実に断熱複合パネルをコンクリートの壁面などに接着することができる。
According to the construction method of the heat insulating composite panel on the wall surface or the like according to claim 1 of the present invention, when the heat insulating composite panel is pressed onto the concrete wall surface, the adhesive is applied to the surface of the heat insulating composite panel to be pressed. the height capable of absorbing uneven surface such as a wall surface of the concrete, the adhesive was plural rows applied to ridged, and pressed like walls of concrete to widen press the adhesive in two directions respectively intersecting Since the initial pressure-bonding force is increased by setting the adhesive cross-sectional shape of the adhesive to a shape with a triangle at the top of the rectangle or a shape with a semi-circle at the top of the rectangle. Even if it is uneven, it can be absorbed and reliably adhered by increasing the adhesive on the entire surface, and the heat-insulating composite panel and concrete are expanded by spreading the saddle-shaped adhesive in two directions that intersect. With reducing the gap, such as the wall surface of, by blocking the movement of the air gap remains slightly, it is possible to prevent internal condensation.
In addition, since the initial crimping force was increased as a shape with a triangle at the top of the rectangle or a shape with a semicircle at the top of the rectangle, the top of the triangle or semicircle at the top of the adhesive is easy to expand, so Thus, the heat insulating composite panel can be more reliably bonded to the concrete wall surface or the like with a higher crimping force.

また、この発明の請求項2記載の断熱複合パネルの壁面などへの施工法によれば、前記接着剤を、塗布方向の両側に側板を備えたクシ目こてを用いて塗布するようにしたので、接着剤を畝状に塗布する場合に接着剤がこての端部より漏れ出すことを防止でき、接着剤を所望の高さおよびピッチで安定して塗布することができる。これにより、こてから漏れ出る接着剤で断熱複合パネルの小口部やパネル表面を汚すこともなく、施工効率も良く、接着品質を向上することができる。   Moreover, according to the construction method to the wall surface etc. of the heat insulation composite panel of Claim 2 of this invention, it was made to apply | coat the said adhesive using the comb eyepiece provided with the side plate on the both sides of the application direction. Therefore, when the adhesive is applied in a bowl shape, the adhesive can be prevented from leaking from the end of the iron, and the adhesive can be stably applied at a desired height and pitch. Accordingly, the adhesive leaking from the trowel does not contaminate the small edge portion or the panel surface of the heat insulating composite panel, the construction efficiency is good, and the adhesion quality can be improved.

さらに、この発明の請求項3記載の断熱複合パネルの壁面などへの施工法によれば、交差する2方向の前記接着剤を、前記断熱複合パネルの両側縁と平行な方向と、少なくともこの両端部で前記方向と直交する方向とに塗布するようにしたので、畝状の接着剤の断熱複合パネルの両側縁と平行な両端部を直交する畝状の接着剤で塞ぐことができ、一層確実に断熱複合パネルとコンクリートの壁面などとの隙間に、僅かに残る空気の移動を阻止して内部結露を防止することができる。
Furthermore, according to the construction method for the wall surface of the heat insulation composite panel according to claim 3 of the present invention, the adhesive in the two directions intersecting each other is at least in the direction parallel to both side edges of the heat insulation composite panel. Since the coating is applied in the direction perpendicular to the above-mentioned direction, both ends parallel to both side edges of the heat-insulating composite panel of the bowl-shaped adhesive can be blocked with the bowl-shaped adhesive perpendicular to the both sides. In addition, it is possible to prevent the internal dew condensation by preventing the slight movement of the air remaining in the gap between the heat insulating composite panel and the concrete wall.

また、この発明の請求項4記載の断熱複合パネルの壁面などへの施工法によれば、前記接着剤の塗布高さを、断熱複合パネルの少なくとも外周端側を高くして圧着力を高めるようにしたので、畝状の外周端側の塗布高さを高くした接着剤が、より高い圧着力で押し拡げられ、これによって一層確実に断熱複合パネルをコンクリートの壁面などに接着することができる。   Moreover, according to the construction method to the wall surface etc. of the heat insulation composite panel of Claim 4 of this invention, it is made to raise the crimping force by making the application | coating height of the said adhesive high at least the outer peripheral end side of a heat insulation composite panel. As a result, the adhesive having a higher coating height on the outer peripheral end side of the bowl-like shape is expanded with a higher pressure-bonding force, so that the heat insulating composite panel can be more reliably bonded to the concrete wall surface or the like.

さらに、この発明の請求項5記載の断熱複合パネルの壁面などへの施工法によれば、前記接着剤に加えて断熱複合パネルの少なくとも外周端部では、環状に連続させて塗布した環状接着部を設けるようにしたので、環状接着部により断熱複合パネルごとにコンクリートの壁面などとの隙間を閉じられた状態にすることができ、僅かに残る空気の移動を阻止して一層確実に内部結露を防止することができる。   Furthermore, according to the construction method to the wall surface etc. of the heat insulation composite panel of Claim 5 of this invention, in addition to the said adhesive agent, at least at the outer peripheral end portion of the heat insulation composite panel, the annular adhesive portion applied continuously in an annular shape Therefore, it is possible to keep the gap between the wall surface of the concrete and the like for each heat insulating composite panel closed by the annular adhesive part, and prevent the remaining air from moving slightly, thereby further ensuring internal condensation. Can be prevented.

さらに、この発明の請求項6記載の断熱複合パネルの壁面などへの施工法によれば、前記接着剤を、不陸が1.8mあたり5mm以内のコンクリートの壁面などに塗布するようにしたので、この範囲の不陸であればその影響を受けることなく、押し拡げた畝状の接着剤で高い圧着力で確実に断熱複合パネルをコンクリートの壁面などに接着することができる。
Furthermore, according to the construction method to the wall surface of the heat insulating composite panel according to claim 6 of the present invention, the adhesive is applied to the wall surface of the concrete whose unevenness is within 5 mm per 1.8 m. If it is uneven in this range, the heat insulating composite panel can be securely bonded to a concrete wall surface or the like with a high crimping force with an expanded bowl-shaped adhesive without being affected by it.

また、この発明の請求項7記載の断熱複合パネルの壁面などへの施工法によれば、前記クシ目こては、クシ目が形成されたこて板部の両側に、このこて板部の角度を規制するとともに、接着剤のはみだしを防止する側板部を設けたので、固定板部の両側の側板部を接着剤の塗布面に倣うようにすることで、こて板部の角度を安定させることができるとともに、接着剤のはみだしを防止することができる。
Moreover, according to the construction method to the wall surface etc. of the heat insulation composite panel of Claim 7 of this invention, the said comb iron is the both sides of the iron plate part in which the comb eye was formed. The side plate part that regulates the angle and prevents the adhesive from sticking out is provided, so the side plate part on both sides of the fixed plate part can be made to follow the adhesive application surface to stabilize the angle of the iron plate part. It is possible to prevent the adhesive from sticking out.

さらに、この発明の請求項8記載の断熱複合パネルの壁面などへの施工法によれば、前記こて板部を、塗布面に対して45〜70度の角度に保持可能な前記側板部を設けて構成したので、こて板部を塗布面に対して45〜70度に保持しながら塗布することができ、接着剤の塗布高さや塗布量を一定にすることができる。
Furthermore, according to the construction method to the wall surface etc. of the heat insulation composite panel of Claim 8 of this invention, the said side plate part which can hold | maintain the said iron plate part at an angle of 45-70 degree | times with respect to an application surface. Since it provided and comprised, it can apply | coat, hold | maintaining a iron plate part at 45-70 degree | times with respect to an application surface, and can make the application | coating height and application amount of an adhesive agent constant.

また、この発明の請求項9記載の断熱複合パネルの壁面などへの施工法によれば、前記こて板部の上端部に、前記角度より小さい角度の連結板部を設けて構成したので、連結板部を把持して塗布作業を行うことで、一層小さな角度に保持して作業ができ、安定した状態で接着剤を塗布することができる。
Moreover, according to the construction method to the wall surface of the heat insulating composite panel according to claim 9 of the present invention, since the upper end portion of the iron plate portion is provided with a connecting plate portion having an angle smaller than the angle, By holding the connecting plate portion and performing the application operation, the operation can be performed while maintaining a smaller angle, and the adhesive can be applied in a stable state.

この発明の断熱複合パネルの壁面などへの施工法の一実施の形態にかかる施工工程の一部分の横断面図である。It is a cross section of a part of construction process concerning one embodiment of the construction method to the wall surface etc. of the heat insulation composite panel of this invention. この発明の断熱複合パネルの壁面などへの施工法の一実施の形態にかかる接着剤の塗布パターンの説明図である。It is explanatory drawing of the application pattern of the adhesive agent concerning one Embodiment of the construction method to the wall surface etc. of the heat insulation composite panel of this invention. この発明の断熱複合パネルの壁面などへの施工法の一実施の形態にかかるクシ目こての外観斜視図、側面図、クシ目の説明図である。BRIEF DESCRIPTION OF THE DRAWINGS It is an external appearance perspective view, side view, and explanatory drawing of a comb eye concerning one Embodiment of the construction method to the wall surface etc. of the heat insulation composite panel of this invention. この発明の断熱複合パネルの壁面などへの施工法の一実施の形態にかかるクシ目こての塗布状態の説明図である。It is explanatory drawing of the application | coating state of the comb eye iron concerning one Embodiment of the construction method to the wall surface etc. of the heat insulation composite panel of this invention. この発明の断熱複合パネルの壁面などへの施工法の一実施の形態にかかる他のクシ目こての側面図である。It is a side view of the other comb eye trowel concerning one embodiment of the construction method to the wall surface etc. of the heat insulation composite panel of this invention.

以下、この発明の形態を図面を参照しながら詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

この発明の断熱複合パネルの壁面などへの施工法は、断熱複合パネル1を例えば、鉄筋コンクリート造りなどの建築物のコンクリートの壁面2などに直接接着剤3で圧着する場合に適用されるものであり、コンクリート壁面2への不陸対応性とコンクリート壁面2の内部結露の問題を同時に解決するものである。   The construction method of the heat insulating composite panel on the wall surface of the present invention is applied when the heat insulating composite panel 1 is directly bonded with the adhesive 3 to the wall surface 2 of the concrete of a building such as a reinforced concrete structure. This solves the problem of unevenness on the concrete wall 2 and internal condensation on the concrete wall 2 at the same time.

この断熱複合パネルの壁面などへの施工法(以下、単に施工法とする。)が適用されるコンクリートの壁面2などは、壁、柱、梁底、梁側などのコンクリート面であれば、どのようなものであっても良く、コンクリートの壁面2には、モルタル壁面を含むものである。
また、断熱複合パネル1は、硬質ウレタンフォームまたは押出しポリスチレンフォームの断熱材1aと、石膏ボード、ケイカル板、フレキシブルボード、セメント板などの硬質面材1bとを一体とした複合パネルのいずれであっても良く、断熱材1aの表面に防湿材、例えば炭酸カルシウム紙などが設けられたものが望ましい。
The concrete wall 2 or the like to which the construction method (hereinafter simply referred to as construction method) is applied to the wall surface of the heat-insulating composite panel may be any concrete surface such as a wall, column, beam bottom, or beam side. The concrete wall surface 2 includes a mortar wall surface.
The heat insulating composite panel 1 is any composite panel in which a hard urethane foam or extruded polystyrene foam heat insulating material 1a and a hard face material 1b such as a plaster board, a calcium plate, a flexible board, and a cement board are integrated. It is desirable that the surface of the heat insulating material 1a is provided with a moisture-proof material such as calcium carbonate paper.

この施工法では、断熱複合パネル1をコンクリートの壁面2などに接着剤3を介して圧着して施工する場合に、図1(a)に示すように、断熱複合パネル1の圧着すべき表面である断熱材1aの表面全体(防湿材が設けられる場合には、防湿材の表面全体)に、コンクリートの壁面などの不陸を吸収し得る高さで、交差する2方向、例えば図2(a),(b)に示すように、断熱複合パネル1の側縁部(長辺部)と平行な方向3aとこれに直交する方向(短辺部と平行)3bとに接着剤3を盛り上げるようにして畝状に塗布した後、図1(b)に示すように、コンクリートの壁面2などに圧着して接着剤3を押し拡げるようにして施工するようにしている。
これまでの圧着工法においては大きな不陸を接着剤で吸収することは、使用する接着剤の物性やコストの面から実用的ではなかったが、この施工法では、接着剤3を多量に塗布することで、不陸によるコンクリートの壁面2と断熱複合パネル1との間の隙間4を接着剤3で埋める(不陸対応性)ようにしており、接着剤3として不陸を吸収し得る高さに盛り上げることができるものを使用するとともに、断熱複合パネル1の表面全体に畝状に塗布し、これを圧着して押し拡げるようにすることで、直交する2方向の畝状の接着剤3同士の間の空間をできるだけ減少させ、隙間空間4を縮小・細分化して内部結露を防止する。
In this construction method, when the thermal insulation composite panel 1 is constructed by being crimped to a concrete wall 2 or the like via an adhesive 3, the surface of the thermal insulation composite panel 1 to be crimped as shown in FIG. Two crossing directions, for example, FIG. 2 (a) at a height that can absorb unevenness such as a wall surface of concrete on the entire surface of a certain heat insulating material 1a (when the moistureproof material is provided, the entire surface of the moistureproof material). ), (B), the adhesive 3 is raised in a direction 3a parallel to the side edge (long side) of the heat insulating composite panel 1 and a direction 3b (parallel to the short side) perpendicular to the side 3a. Then, as shown in FIG. 1 (b), the adhesive 3 is pressed and spread to apply the adhesive 3 as shown in FIG. 1 (b).
In the conventional crimping method, it is not practical to absorb large unevenness with an adhesive in terms of the physical properties and cost of the adhesive used, but in this construction method, a large amount of adhesive 3 is applied. Therefore, the gap 4 between the concrete wall 2 and the heat insulating composite panel 1 due to the non-land is filled with the adhesive 3 (non-land compatibility), and the height that can absorb the non-land as the adhesive 3 In addition to using a material that can be swelled, it is applied to the entire surface of the heat-insulating composite panel 1 in a bowl shape, and is crimped and expanded so that two perpendicular bowl-shaped adhesives 3 The space between the two is reduced as much as possible, and the gap space 4 is reduced and subdivided to prevent internal condensation.

このような畝状に嵩を盛ることができる接着剤3としては、無機系のGLボンド(登録商標)、CAボンド(登録商標)などの硫化カルシウム水塩を主成分とした接着剤や補修用既調合モルタル(JISA6916のセメント系下地調整厚塗剤該当品)、または有機系のウレタン、変性シリコーン、アクリルエマルジョンなどの接着剤を挙げることができる。
なお、無機系接着剤を用いる場合は、一般的には被接着体に水分が急速に奪われることで発生するドライアウト現象による接着不良を回避するため保水剤などを添加するが、断熱複合パネル1に塗布する場合、発泡樹脂の断熱材または防湿材の防湿性が高いことから、特に保水剤を添加しなくともドライアウト現象が発生しない。
As the adhesive 3 that can be bulky like this, an adhesive mainly composed of calcium sulfide water salt such as inorganic GL bond (registered trademark), CA bond (registered trademark) or for repair Examples thereof include pre-prepared mortar (corresponding to a cement-based primer adjusting thick coating material of JIS A6916), or an adhesive such as organic urethane, modified silicone, and acrylic emulsion.
When using an inorganic adhesive, a water retaining agent or the like is generally added to avoid adhesion failure due to the dryout phenomenon that occurs when moisture is rapidly taken away by the adherend. In the case of applying to 1, the heat-insulating material of the foamed resin or the moisture-proofing material has high moisture-proofing property, so that the dry-out phenomenon does not occur even if no water retaining agent is added.

このような接着剤3を断熱複合パネル1の圧着すべき表面である断熱材1aの表面全体(防湿材が設けられる場合には、防湿材の表面全体)に、コンクリートの壁面2などの不陸を吸収し得る高さで、交差する2方向、例えば図2(a)に示すように、断熱複合パネル1の側縁部(長辺部)と平行な方向3aと、この長辺部と平行な接着剤3aの両端部でこれに直交する方向(短辺部と平行)3b、3bとに接着剤3を盛り上げるようにして畝状に塗布したり、あるいは図2(b)に示すように、長辺部と平行な接着剤3aの両端部の直交する接着剤3b、3bに加えて中間部にも直交する方向(短辺部と平行)の接着剤3bを盛り上げるようにして畝状に塗布するようにする。   Such an adhesive 3 is applied to the entire surface of the heat insulating material 1a which is the surface to be pressure-bonded of the heat insulating composite panel 1 (when the moistureproof material is provided, the entire surface of the moistureproof material) such as the concrete wall 2 2 in a direction that intersects, for example, as shown in FIG. 2 (a), a direction 3a parallel to the side edge (long side) of the heat insulating composite panel 1 and parallel to the long side. The adhesive 3 is applied in a bowl shape so as to rise in the direction (parallel to the short side) 3b, 3b at both ends of the adhesive 3a, or as shown in FIG. 2 (b) In addition to the adhesives 3b and 3b orthogonal to both ends of the adhesive 3a parallel to the long side part, the adhesive 3b in the direction orthogonal to the middle part (parallel to the short side part) is raised so as to be raised Apply.

このような直交する2方向に接着剤3a,3bを塗布するため、クシ目こてを用いることで、クシ目の数に応じた畝を一度に塗布することができる。
この施工法では、図3に示すように、専用のクシ目こて10を用いるようにしており、クシ目11aが複数条形成されたこて板部11の両側に、このこて板部11の角度を規制するとともに、接着剤のはみだしを防止する側板部12を設けて構成してあり、こて板部11の外側には、把持部13が設けてある。
そして、側板部12の1つの頂角を塗布面に対して60度の角度としてあり、これにより、図4に示すように、側板部12の底辺を塗布面に倣わせるようにすることで、こて板部11を塗布面に対して60度の角度に保持した状態で塗布作業を行うことができるようにしてある。
Since the adhesives 3a and 3b are applied in two directions orthogonal to each other, it is possible to apply wrinkles according to the number of combs at a time by using a comb iron.
In this construction method, as shown in FIG. 3, a dedicated comb iron 10 is used, and the iron plate portion 11 is provided on both sides of the iron plate portion 11 in which a plurality of comb eyes 11 a are formed. A side plate portion 12 that restricts the angle and prevents the adhesive from protruding is provided, and a grip portion 13 is provided outside the iron plate portion 11.
Then, one apex angle of the side plate portion 12 is set to an angle of 60 degrees with respect to the application surface, thereby making the bottom side of the side plate portion 12 follow the application surface as shown in FIG. The application work can be performed in a state where the iron plate part 11 is held at an angle of 60 degrees with respect to the application surface.

なお、専用のクシ目こて10Aとして、例えば図5に示すように、クシ目11aが形成されたこて板部11の上端部であるクシ目11aと反対側の端部に、こて板部11を保持する角度(例えば60度)より小さい角度の連結板部14を連結して構成したものであっても良く、この連結板部14に把持部13を設けることで、塗布作業の際のクシ目こて10Aの角度を小さくして作業することができる。   For example, as shown in FIG. 5, as a dedicated comb iron 10 </ b> A, an iron plate portion is provided at an end opposite to the comb eye 11 a which is the upper end portion of the iron plate portion 11 on which the comb eye 11 a is formed. 11 may be configured by connecting a connecting plate portion 14 having an angle smaller than an angle for holding 11 (for example, 60 degrees), and by providing the connecting plate portion 14 with a gripping portion 13, It is possible to work by reducing the angle of the comb iron 10A.

これら専用のクシ目こて10,10Aに形成するクシ目11aとしては、例えば図3(c)に示すように、矩形の上部に三角形を載せた野球のホームベース状のクシ目としたり、あるいは矩形の上部に半円形を載せたクシ目や矩形のみのクシ目とすることもでき、畝状に盛り上げて接着剤3を塗布できれば良い。   For example, as shown in FIG. 3C, the comb eye 11a formed on the dedicated comb irons 10 and 10A may be a base-base comb eye with a triangle placed on the top of the rectangle, or A comb having a semicircular shape placed on the upper part of the rectangle or a comb having only a rectangle may be used as long as the adhesive 3 can be applied in a raised shape.

このようなクシ目11aの大きさとピッチは、コンクリートの壁面2の不陸の範囲が1.8mあたり凹凸差で5mmでも均しモルタル施工を行うことなく直接圧着することを可能とするため、これまでの格子状に接着剤を塗布する圧着工法や団子状に接着剤を点在させる団子張り工法での接着面積、例えば0.4〜0.44m2/m2以上を確保するようにすれば良い。
そこで、例えば、クシ目11aの幅Bを、例えば17mm程度、高さHを11〜15mm、隣接するクシ目11aとの間隔P(ピッチ)を28mm程度として、接着剤3の塗布量を4.2kg/m2とした場合に、不陸がないとした場合の試算によれば、接着剤3の圧着後の厚さを5mmとすれば、接着面積を約0.75m2/m2確保でき、接着剤3の圧着後の厚さを9mmとしても接着面積を約0.41m2/m2確保することができ、さらに接着剤3の圧着後の厚さを3.75mmまで圧着すれば、接着面積を100%とすることができる。
The size and pitch of such combs 11a is such that the uneven surface area of the concrete wall 2 can be directly crimped without leveling mortar even if the unevenness difference is 5mm per 1.8m. What is necessary is just to ensure the adhesion area, for example, 0.4-0.44 m <2> / m <2> or more in the pressure bonding method in which the adhesive is applied in the above-described lattice shape or the dumpling tension method in which the adhesive is scattered in the shape of the dumpling.
Therefore, for example, the width B of the comb 11a is about 17 mm, the height H is 11 to 15 mm, the distance P (pitch) between adjacent combs 11a is about 28 mm, and the amount of the adhesive 3 applied is 4. According to a trial calculation when there is no unevenness when 2 kg / m 2, the adhesive area can be secured to about 0.75 m 2 / m 2 if the thickness after bonding of the adhesive 3 is 5 mm. Even if the thickness after pressure bonding of 3 is 9 mm, an adhesive area of about 0.41 m 2 / m 2 can be secured, and if the thickness of the adhesive 3 after pressure bonding is 3.75 mm, the bonding area is 100%. It can be.

このような専用のクシ目こて10,10Aによれば、これまでのクシ目こてでは、タイルなどの施工における接着剤塗布や左官仕上げや塗装仕上げにおける意匠パターン付けに使用されていたに過ぎず、積極的な接着面の不陸調整や接着剤形状の確保、塗布量安定化などの施工品質向上を目的とするものでないが、クシ目こて10,10Aでは、積極的な不陸調整を目的とし、不陸を調整した状態で接着ができる範囲を設定し、これに基づき塗布量により決まる最小接着厚さ、最低接着必要面積により決まる最大接着厚さの関係を検討してクシ目11aの形状を設定してあり、確実に接着することができる。   According to such special comb irons 10 and 10A, the conventional comb irons have only been used for the application of adhesives in the construction of tiles and the like and design patterning in plastering and paint finishing. However, it is not intended to improve the construction quality such as positive adjustment of the adhesive surface, securing the adhesive shape, and stabilizing the coating amount. For this purpose, a range where bonding can be performed with the unevenness adjusted is set, and based on this, the relationship between the minimum bonding thickness determined by the coating amount and the maximum bonding thickness determined by the minimum required bonding area is examined, and the comb eye 11a The shape is set and can be securely bonded.

また、接着面であるコンクリートの壁面2の不陸の大きさによって接着面積は変化するが、従来工法よりも広い接着面積で接着することと、接着剤3を直交する2方向3a,3bに畝状に塗布して押し拡げるようにすることで、接着剤3同士の隙間空間4を縮小・細分化することで内部結露の発生を抑制でき、例え内部結露が発生しても細分化された結露水が密閉状態となり、壁や床面の濡れやカビなどの実害の発生を防止することができる。   Also, the bonding area varies depending on the unevenness of the concrete wall 2 that is the bonding surface. However, the bonding area is larger than that of the conventional method, and the adhesive 3 is placed in two orthogonal directions 3a and 3b. By applying and spreading in a shape, the space 4 between the adhesives 3 can be reduced and subdivided to suppress the occurrence of internal condensation. For example, even if internal condensation occurs, the finely condensed condensation Water is sealed, and it is possible to prevent the occurrence of actual damage such as wetting of the walls and floors and mold.

さらに、このような専用のクシ目こて10,10Aによれば、こて板部11の両側に側板部12を設けたので、接着剤3を断熱複合パネル1に塗布する場合に、こて板部11の端部から接着剤3が漏れ出すことがなく、断熱複合パネル1の小口部や断熱複合パネル1の表面などを汚すことがなく、施工効率を向上することができる。また、側板部12を断熱複合パネル1の表面に沿って倣わせて接着剤3を塗布することで、クシ目こて10,10Aの角度を一定に保って塗布することができ、接着剤3の塗布幅や塗布高さが安定し、適正な塗布量とすることで、接着品質の安定化を図ることができる。   Further, according to the dedicated comb irons 10 and 10A, since the side plate portions 12 are provided on both sides of the iron plate portion 11, the trowel is applied when the adhesive 3 is applied to the heat insulating composite panel 1. The adhesive 3 does not leak out from the end portion of the plate portion 11, the small edge portion of the heat insulating composite panel 1, the surface of the heat insulating composite panel 1, etc. are not soiled, and the construction efficiency can be improved. In addition, by applying the adhesive 3 with the side plate portion 12 being traced along the surface of the heat insulating composite panel 1, the angle of the comb irons 10 and 10A can be kept constant. The coating width and coating height of the coating are stabilized, and the adhesive quality can be stabilized by setting the coating amount to an appropriate amount.

次に、コンクリートの壁面2への断熱複合パネル1の具体的な施工方法について説明する。
まず、施工するコンクリート壁面2の平滑性を確認し、1.8mあたり5mm以内である場合には、特に補修を必要とせず、直接断熱複合パネル1を施工する。なお、平滑性が悪い場合には、均しモルタルを施工して上記範囲内の平滑性を確保する。
次に、墨出しを行い、断熱複合パネル1の仕上げ面位置を決める。例えば、垂直壁面に断熱複合パネル1を施工する場合には、これと垂直な水平床面および/または垂直な側壁面に墨出しを行って仕上げ面位置を決める。
この後、接着剤3をそれぞれの接着剤の使用に応じて水などと混練する。例えば接着剤3と規定量の水(モルタル系の接着剤の場合には、混和剤も付加する)を混練してクシ目こて10,10Aでの塗布に適した粘度に調整する。
専用のクシ目こて10(10A)を用い、断熱複合パネル1の圧着すべき表面である断熱材1a(防湿材を備える場合には、防湿材)の全面に接着剤3を塗布する。
この接着剤3の塗布は、既に説明したように、交差する2方向に塗布するようにし、断熱複合パネル1の長辺と平行な方向の接着剤3aを両端部にクシ目こて10の一回分程度の幅を残して塗布した後、接着剤3aの両端部を塞ぐように直交するとともに、断熱複合パネル1の短辺と平行な方向の接着剤3bを塗布する。なお、断熱複合パネル1の長辺と平行な方向の接着剤3aの中間部にも短辺と平行な方向の接着剤3bを塗布するようにしても良い。また、各畝状の接着剤3a,3bは、押し広げた場合にはみ出すことがないよう、断熱複合パネル1の端面から所定の間隔をあけて塗布するようにし、接着剤の塗布量や塗布高さによっても異なるが、例えば端面から10〜15mm程度の間隔を確保するようにする。
接着剤3を塗布した断熱複合パネル1を墨出しした位置に合せてコンクリート壁面2に貼り付ける。
そして、断熱複合パネル1の表面を定木などで叩くようにして上下・左右のレベルを調整しながら圧着していく。こすることで、接着剤3が押し拡げられて接着剤3同士の隙間4がほとんどない状態となり、コンクリート壁面2に接着される。
Next, the concrete construction method of the heat insulation composite panel 1 to the wall surface 2 of concrete is demonstrated.
First, the smoothness of the concrete wall 2 to be constructed is confirmed, and if it is within 5 mm per 1.8 m, the thermal insulation composite panel 1 is constructed directly without requiring any particular repair. If the smoothness is poor, smoothing mortar is applied to ensure smoothness within the above range.
Next, inking is performed and the finish surface position of the heat insulating composite panel 1 is determined. For example, when the heat insulating composite panel 1 is constructed on a vertical wall surface, the finishing surface position is determined by marking the horizontal floor surface and / or the vertical side wall surface perpendicular thereto.
Thereafter, the adhesive 3 is kneaded with water or the like according to the use of each adhesive. For example, the adhesive 3 and a specified amount of water (in the case of a mortar adhesive, an admixture is also added) are kneaded to adjust the viscosity to be suitable for application with a comb iron 10 or 10A.
Using the special comb iron 10 (10A), the adhesive 3 is applied to the entire surface of the heat insulating material 1a (the moistureproof material in the case where a moistureproof material is provided), which is the surface to be pressure-bonded of the heat insulating composite panel 1.
As described above, the adhesive 3 is applied in two intersecting directions, and the adhesive 3a in a direction parallel to the long side of the heat insulating composite panel 1 is applied to both ends of the comb iron 10. After applying with leaving a width of about a batch, the adhesive 3b is applied in a direction orthogonal to the both ends of the adhesive 3a and parallel to the short side of the heat insulating composite panel 1. In addition, you may make it apply | coat the adhesive agent 3b of the direction parallel to a short side also to the intermediate part of the adhesive agent 3a of the direction parallel to the long side of the heat insulation composite panel 1. FIG. In addition, each bowl-like adhesive 3a, 3b is applied at a predetermined interval from the end face of the heat-insulating composite panel 1 so that it does not protrude when it is spread out. For example, an interval of about 10 to 15 mm from the end face is secured, although it depends on the length.
The heat insulating composite panel 1 to which the adhesive 3 is applied is attached to the concrete wall 2 in accordance with the position where the ink is drawn out.
Then, the surface of the heat insulating composite panel 1 is crimped while adjusting the vertical and horizontal levels so as to strike the surface with a fixed tree. By rubbing, the adhesive 3 is expanded and there is almost no gap 4 between the adhesives 3, and the adhesive 3 is bonded to the concrete wall 2.

このような断熱複合パネル1へのクシ目こて10による接着剤3の塗布、コンクリート壁面2への貼付け、断熱複合パネル1のレベル調整および圧着を繰り返すことで、断熱複合パネル1を一枚ずつ接着する。
こうしてコンクリート壁面2への全ての断熱複合パネル1の接着が完了した後、接着剤3が乾燥・硬化するまで十分に養生し、目地部のパテ処理などを行い、クロス張りなどの内装材を施工する。
By repeating the application of the adhesive 3 with the comb iron 10 to the heat insulating composite panel 1, the application to the concrete wall 2, the level adjustment and the pressure bonding of the heat insulating composite panel 1, the heat insulating composite panels 1 are one by one. Glue.
After all the heat-insulating composite panels 1 have been bonded to the concrete wall 2 in this way, the adhesive 3 is sufficiently cured until it dries and hardens, putty treatment is performed on the joints, and interior materials such as cloth are applied. To do.

このような施工法によれば、コンクリートの壁面2などに不陸があっても、モルタル均し施工工程を削減することができ、効率的に施工でき工期を短縮することができる。
また、専用クシ目こてを使用することで、容易に接着剤の塗布量や塗布面積を確保することができ、接着品質の安定化を図ることができる。
さらに、接着剤の充填度や密閉度を高めることができ、断熱複合パネルの内部結露の防止・抑制効果を高めることができる。
また、接着剤として無機系接着剤を使用するようにすれば、施工後の片付けが水洗いだけで済み簡単となるとともに、有機系接着剤の使用にともなう問題(VOCなど)がなく、安全に施工することができる。
According to such a construction method, even if there is unevenness on the concrete wall 2 or the like, the mortar leveling construction process can be reduced, construction can be performed efficiently, and the construction period can be shortened.
In addition, by using the special comb iron, it is possible to easily secure the application amount and the application area of the adhesive and to stabilize the adhesive quality.
Furthermore, the filling degree and the sealing degree of the adhesive can be increased, and the effect of preventing and suppressing the internal condensation of the heat insulating composite panel can be enhanced.
In addition, if an inorganic adhesive is used as the adhesive, cleaning up after construction can be done simply by washing with water, and there are no problems (such as VOC) associated with the use of organic adhesives. can do.

なお、上記実施の形態では、接着剤の塗布を断熱複合パネルの長辺および短辺と平行な直交する2方向としたが、これに限らず、断熱複合パネルの辺に対して斜め方向の交差する2方向としても良い。
また、接着剤の塗布高さを等しくする場合に限らず、断熱複合パネルの少なくとも外周端側を高くして圧着力を高めるようにしても良く、畝状の外周端側の塗布高さを高くした接着剤が、より高い圧着力で押し拡げられ、これによって一層確実に断熱複合パネルをコンクリートの壁面などに接着することができる。
さらに、交差する2方向の接着剤に加えて断熱複合パネルの少なくとも外周端部では、環状に連続させて塗布した環状接着部を設けるようにしても良く、環状接着部により断熱複合パネルごとにコンクリートの壁面などとの隙間を閉じられた状態にすることができ、僅かに残る空気の移動を阻止して一層確実に内部結露を防止することができる。
In the above embodiment, the adhesive is applied in two orthogonal directions parallel to the long side and the short side of the heat-insulating composite panel. Two directions may be used.
In addition, it is not limited to the case where the application height of the adhesive is made equal, but at least the outer peripheral end side of the heat-insulating composite panel may be increased to increase the crimping force. The thus-adhesive is pushed and expanded with a higher pressing force, whereby the heat insulating composite panel can be more reliably bonded to the concrete wall surface.
Furthermore, in addition to the two-direction adhesives that intersect, at least the outer peripheral end of the heat insulating composite panel may be provided with an annular adhesive portion that is continuously applied in an annular shape. The gap between the wall and the like can be closed, and the slight remaining air can be prevented from moving to prevent internal dew condensation more reliably.

1 断熱複合パネル
1a 断熱材
1b 硬質面材
2 コンクリートの壁面
3 接着剤
3a 長辺と平行な方向の接着剤
3b 短辺と平行な方向の接着剤
4 隙間
10 クシ目こて
10A クシ目こて
11 こて板部
11a クシ目
12 側板部
13 把持部
14 連結板部
B クシ目の幅
H クシ目の高さ
P クシ目のピッチ
DESCRIPTION OF SYMBOLS 1 Heat insulation composite panel 1a Heat insulation material 1b Hard surface material 2 Concrete wall surface 3 Adhesive 3a Adhesive 3b in the direction parallel to the long side Adhesive 4 in the direction parallel to the short side 4 Crevice 10 Round iron 10A Round iron 11 Trowel plate 11a Comb 12 Side plate 13 Gripping part 14 Connection plate B Comb width H Comb height P Comb pitch

Claims (9)

断熱複合パネルをコンクリートの壁面などに圧着して施工するに際し、
断熱複合パネルの圧着すべき表面に接着剤をコンクリートの壁面などの不陸を吸収し得る高さで、交差する2方向それぞれに接着剤を畝状に複数条塗布した後、コンクリートの壁面などに圧着して前記接着剤を押し拡げるようにして施工するものであり、
前記接着剤の塗布横断面形状を、矩形上部に三角形を備えた形状または矩形の上部に半円形を備えた形状として初期圧着力を高めるようにしたことを特徴とする断熱複合パネルの壁面などへの施工法。
When installing a thermal insulation composite panel by crimping it to a concrete wall, etc.
The crimping surface to be heat-insulating composite panel, the adhesive at a height capable of absorbing uneven surface such as a wall surface of the concrete, the adhesive 2 directions crossing after plural rows applied to ridged, the wall surface of the concrete, such as It is constructed so as to press the adhesive and spread the adhesive .
To the wall surface of a heat-insulating composite panel characterized by increasing the initial pressure-bonding force by applying the adhesive cross-sectional shape of the adhesive to a shape with a triangle at the top of the rectangle or a shape with a semicircle at the top of the rectangle . Construction method.
前記接着剤を、塗布方向の両側に側板を備えたクシ目こてを用いて塗布するようにしたことを特徴とする請求項1記載の断熱複合パネルの壁面などへの施工法。   The construction method for a wall surface of a heat insulating composite panel according to claim 1, wherein the adhesive is applied using a comb iron having side plates on both sides in the application direction. 交差する2方向の前記接着剤を、前記断熱複合パネルの両側縁と平行な方向と、少なくともこの両端部で前記方向と直交する方向とに塗布するようにしたことを特徴とする請求項1または2記載の断熱複合パネルの壁面などへの施工法。 The adhesive in two intersecting directions is applied in a direction parallel to both side edges of the heat insulating composite panel and in a direction orthogonal to the direction at least at both ends. The construction method to the wall surface etc. of the heat insulation composite panel of 2 description. 前記接着剤の塗布高さを、断熱複合パネルの少なくとも外周端側を高くして圧着力を高めるようにしたことを特徴とする請求項1〜3のいずれかに記載の断熱複合パネルの壁面などへの施工法。   The wall surface of the heat-insulating composite panel according to any one of claims 1 to 3, wherein the application height of the adhesive is increased at least on the outer peripheral end side of the heat-insulating composite panel to increase the crimping force. Construction method. 前記接着剤に加えて断熱複合パネルの少なくとも外周端部では、環状に連続させて塗布した環状接着部を設けるようにしたことを特徴とする請求項1〜4のいずれかに記載の断熱複合パネルの壁面などへの施工法。   The heat insulating composite panel according to claim 1, wherein, in addition to the adhesive, at least an outer peripheral end portion of the heat insulating composite panel is provided with an annular adhesive portion that is continuously applied in a ring shape. Construction method on the wall surface of the building. 前記接着剤を、不陸が1.8mあたり5mm以内のコンクリートの壁面などに塗布するようにしたことを特徴とする請求項1〜5のいずれかに記載の断熱複合パネルの壁面などへの施工法。 The construction of the heat-insulating composite panel according to any one of claims 1 to 5 , wherein the adhesive is applied to a concrete wall or the like where the unevenness is within 5 mm per 1.8 m. Law. 前記クシ目こては、クシ目が形成されたこて板部の両側に、このこて板部の角度を規制するとともに、接着剤のはみだしを防止する側板部を設けたことを特徴とする請求項2記載の断熱複合パネルの壁面などへの施工法。 The comb eye trowel, on both sides of the iron plate portion comb eyes are formed, claims as to regulate the angle of the iron plate, characterized in that a side plate portion for preventing the protrusion of the adhesive The construction method to the wall surface etc. of the heat insulation composite panel of claim | item 2 . 前記こて板部を、塗布面に対して45〜70度の角度に保持可能な前記側板部を設けて構成したことを特徴とする請求項7記載の断熱複合パネルの壁面などへの施工法。 The construction method of the heat insulating composite panel on a wall surface or the like according to claim 7, wherein the side plate portion that can hold the iron plate portion at an angle of 45 to 70 degrees with respect to the application surface is provided. . 前記こて板部の上端部に、前記角度より小さい角度の連結板部を設けて構成したことを特徴とする請求項7または8記載の断熱複合パネルの壁面などへの施工法。
The construction method for a wall surface of a heat insulating composite panel according to claim 7 or 8 , wherein a connecting plate portion having an angle smaller than the angle is provided at an upper end portion of the iron plate portion .
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