JP7485342B2 - Manufacturing method of building material panels - Google Patents

Manufacturing method of building material panels Download PDF

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JP7485342B2
JP7485342B2 JP2020086471A JP2020086471A JP7485342B2 JP 7485342 B2 JP7485342 B2 JP 7485342B2 JP 2020086471 A JP2020086471 A JP 2020086471A JP 2020086471 A JP2020086471 A JP 2020086471A JP 7485342 B2 JP7485342 B2 JP 7485342B2
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大作 橋本
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本発明は、建物の内外装に用いられる建材パネル(壁材)の製造方法、詳細には、建物の壁面や天井面などを構成する片面側に打放しコンクリート風の表面外観を有するモルタル層が形成された建材パネルの製造方法に関する。 The present invention relates to a method for manufacturing building material panels (wall materials) used for the interior and exterior of buildings, and more specifically, to a method for manufacturing building material panels that form the walls, ceilings, etc. of buildings and have a mortar layer formed on one side that has a surface appearance similar to that of exposed concrete.

建物の内装デザインの観点から、建物内部の壁面を打放しコンクリート面にすることが行われているが、既存の建物の内部に打放しコンクリート壁を構築するには、詳細な荷重計算や構造計算が必要であるとともに、建物内でのコンクリート打設を伴う大掛かりな内装工事となるため手間と時間がかかり、費用も嵩む問題がある。
このような問題を解決できる手段として、特許文献1には、内装壁面を構成する片面側に打放しコンクリート風のモルタル層を有する建材パネル(壁材)が提案されている。この建材パネルは、下地板の上面にセメント部材層(モルタル層)を形成し、このセメント部材層の表面をコンクリート粗面に形成したものであり、この建材パネルを既存の建物内の壁面にビス止めなどで取り付けるだけで、コンクリート打放し風の壁面とすることができる。
From the perspective of interior design, the interior walls of buildings are typically left exposed concrete, but constructing exposed concrete walls inside an existing building requires detailed load and structural calculations, and involves extensive interior construction work involving pouring concrete inside the building, which is time-consuming, laborious, and costly.
As a means for solving such problems, Patent Document 1 proposes a building material panel (wall material) having a mortar layer with a concrete-like exposed surface on one side that constitutes an interior wall surface. This building material panel has a cement material layer (mortar layer) formed on the upper surface of a base plate, and the surface of this cement material layer is formed into a rough concrete surface. Simply by attaching this building material panel to a wall surface in an existing building with screws or the like, a concrete-like exposed surface can be created.

特許文献1には、建材パネルを次のようにして製造することが示されている。この製法(同文献の第5図及び第6図に記載の製法)では、型枠として、建材パネルを構成する下地板xとこの下地板xに対面させる押さえ板yが用いられる。下地板xを垂直方向に起立配置するとともに、この下地板xに対面させて押さえ板yを前低後高状、すなわち、下辺側が下地板xに近接し、上辺側が下地板xから遠ざかるように傾斜配置する。しかる後、下地板xと押さえ板y間にモルタルを流し込んで、押さえ板yを下辺側を支点として下地板x側に向けて回動させる。同文献では、このように押さえ板yを傾斜配置するとともに、モルタルを流し込んだ後に下辺側を支点として下地板x側に向けて回動させることにより、下地板xと押さえ板y間の空気が上方に追い出されことになるため、モルタルの内部に気泡等の混入が防止され良質の製品を製造できる効果があるとしている。そして、下地板xと押さえ板y間に流し込んだモルタルを養生し、モルタルが固形した後、押さえ板yを取外すことにより、表面がコンクリート打ち放し風の建材パネルが得られる。 Patent Document 1 shows that a building panel is manufactured as follows. In this manufacturing method (the manufacturing method described in Figures 5 and 6 of the document), a base plate x constituting a building panel and a pressure plate y facing the base plate x are used as a formwork. The base plate x is arranged vertically, and the pressure plate y is arranged facing the base plate x in a low-front, high-rear shape, that is, inclined so that the lower side is close to the base plate x and the upper side is away from the base plate x. Then, mortar is poured between the base plate x and the pressure plate y, and the pressure plate y is rotated toward the base plate x side with the lower side as a fulcrum. The document states that by arranging the pressure plate y in this way at an angle and rotating the pressure plate y toward the base plate x side with the lower side as a fulcrum after pouring the mortar, the air between the base plate x and the pressure plate y is expelled upward, which has the effect of preventing the inclusion of air bubbles and the like in the mortar and producing a high-quality product. The mortar poured between the base plate x and the pressure plate y is then cured, and after the mortar has hardened, the pressure plate y is removed, resulting in a building panel with a surface that looks like exposed concrete.

特開昭63-255445号公報Japanese Patent Application Laid-Open No. 63-255445

しかし、引用文献1に記載された建材パネルの製法には、以下のような問題がある。
モルタルは高密度材であるため、起立した状態の下地板xと押さえ板y間に流し込まれたモルタルを保持するためには、下地板xと押さえ板yをボルト止めにより所定の間隔を保つように強固に連結する必要があるが、そのためには、下地板xと押さえ板yにボルト用の穴を開ける必要があり、このための作業が煩雑で時間もかかり、製品の外観も悪くなる。また、下地板xと押さえ板y間にモルタルを流し込むには、少なくとも両端側の隙間を塞ぐ必要があり、そのための作業も煩雑で時間もかかる。
However, the method for producing the building material panel described in the cited document 1 has the following problems.
Since mortar is a high-density material, in order to hold the mortar poured between the base plate x and the pressure plate y in an upright state, it is necessary to firmly connect the base plate x and the pressure plate y with bolts to maintain a specified distance, but in order to do so, it is necessary to drill holes for the bolts in the base plate x and the pressure plate y, which is a complicated and time-consuming process and also deteriorates the appearance of the product. In addition, in order to pour mortar between the base plate x and the pressure plate y, it is necessary to seal the gaps at least on both ends, which is a complicated and time-consuming process.

また、建材パネルは、既設の壁や天井に貼り付け固定されるものであるため、軽量であることが求められる。そのため、モルタル層を含めた全体の厚さを薄くする(好ましくは10mm以下)ことが望ましく、このためには下地板(下地ボード)に対してモルタル層を薄く且つ均一な厚さに形成する必要がある。また、打放しコンクリート風の表面外観を有するモルタル層を形成するには、型枠(特許文献1の製法では「押さえ板y」)の表面の凹凸(板の木目など)がモルタル層の表面に適切に転写されることが必要である。そして、本発明者の知見によれば、これらを満足するには、下地板(下地ボード)に荷重をかけてモルタルを下地板に圧着させるとともに、モルタルを型枠面に圧接させる必要があり、特許文献1の製法のように下地板xと押さえ板yとの間にモルタルを流し込むだけでは、下地板に圧着された薄く均一な厚さのモルタル層を形成することができず、また、型枠面の凹凸がモルタル層の表面に適切に転写されない。したがって、特許文献1の製法では、厚さが薄く軽量であり且つ打放しコンクリート風の優れた表面外観を有する建材パネルは製造できない。 In addition, since the building material panel is attached and fixed to an existing wall or ceiling, it is required to be lightweight. Therefore, it is desirable to make the overall thickness including the mortar layer thin (preferably 10 mm or less), and for this purpose, it is necessary to form the mortar layer thin and uniform in thickness on the base plate (base board). In addition, in order to form a mortar layer with a surface appearance like exposed concrete, it is necessary that the unevenness (such as the grain of the board) on the surface of the formwork ("pressing plate y" in the manufacturing method of Patent Document 1) is properly transferred to the surface of the mortar layer. According to the knowledge of the inventor, in order to satisfy these, it is necessary to apply a load to the base plate (base board) to press the mortar onto the base plate and to press the mortar onto the formwork surface, and it is not possible to form a thin and uniform mortar layer pressed onto the base plate by simply pouring mortar between the base plate x and the pressing plate y as in the manufacturing method of Patent Document 1, and the unevenness of the formwork surface is not properly transferred to the surface of the mortar layer. Therefore, the manufacturing method of Patent Document 1 cannot produce a building material panel that is thin and lightweight and has an excellent surface appearance that resembles exposed concrete.

したがって本発明の目的は、以上のような従来技術の課題を解決し、建物の壁面や天井面などを構成する片面側に打放しコンクリート風の表面外観を有するモルタル層が形成された建材パネルの製造方法であって、厚さが薄く軽量であり且つ打放しコンクリート風の優れた表面外観を有する建材パネルを高い生産性で効率的に製造することができる製造方法を提供することにある。 The object of the present invention is therefore to solve the problems of the prior art as described above, and to provide a manufacturing method for building material panels that form the walls, ceilings, etc. of buildings, on one side of which a mortar layer with a surface appearance similar to that of exposed concrete is formed, and which can efficiently manufacture building material panels that are thin and lightweight and have an excellent surface appearance similar to that of exposed concrete with high productivity.

本発明の製造方法は、上記課題を解決するために、平置きされた型枠内にモルタルを敷き延ばした後、型枠内に下地ボードを嵌め込んでモルタルに密着させ、しかる後、下地ボードに荷重をかけながらモルタルを養生するようにしたものであり、その要旨は以下のとおりである。 The manufacturing method of the present invention solves the above problems by spreading mortar inside a flat formwork, fitting a base board into the formwork so that it adheres closely to the mortar, and then curing the mortar while applying a load to the base board. The gist of the method is as follows.

[1]モルタルが敷き延ばされる底板部(2)と、該底板部(2)の周りに立設される側壁部(3)を備える型枠(1)を用いて、下地ボード(a)の片面(a0)に打放しコンクリート風の表面外観を有するモルタル層(b)が形成された建材パネルを製造する方法であって、
片面(a0)にモルタル接着強化用のアンカー部材(c)が固定された下地ボード(a)に対して、その片面(a0)にモルタル接着用の接着剤(d)を塗布する工程(A)と、
底板部(2)が上向きとなるように置かれた型枠(1)内にモルタル(e)を流し込み、底板部(2)にモルタル(e)を層状に敷き延ばす工程(B)と、
該工程(B)により底板部(2)にモルタル(e)が層状に敷き延ばされた型枠(1)内に、工程(A)を経た下地ボード(a)を嵌め込み、その片面(a0)をモルタル(e)の上面に密着させる工程(C)と、
該工程(C)により型枠(1)内に嵌め込まれた下地ボード(a)の上に押さえ板(4)を載せ、該押さえ板(4)に荷重付与手段(5)により荷重を付与することで下地ボード(a)をモルタル(e)に圧着させつつ、モルタル(e)を養生する工程(D)と、
該工程(D)による養生が完了した後、下地ボード(a)の片面(a0)に打放しコンクリート風のモルタル層(b)が形成された建材パネルを型枠(1)から取り出す工程(E)を有することを特徴とする建材パネルの製造方法。
[1] A method for manufacturing a building material panel in which a mortar layer (b) having a surface appearance like exposed concrete is formed on one side ( a0 ) of a base board (a) using a formwork (1) having a bottom plate portion (2) on which mortar is spread and a side wall portion (3) erected around the bottom plate portion (2),
A step ( A ) of applying a mortar bonding adhesive (d) to one side ( a0 ) of a base board (a) having an anchor member (c) for strengthening mortar bonding fixed thereto;
A process (B) of pouring mortar (e) into the formwork (1) placed with the bottom plate portion (2) facing upward, and spreading the mortar (e) in layers on the bottom plate portion (2);
a step (C) of fitting the base board (a) subjected to the step (A) into the formwork (1) in which the mortar (e) has been spread in a layer on the bottom plate portion (2) in the step (B) and adhering one side (a 0 ) of the base board (a) to the upper surface of the mortar (e);
a step (D) of placing a pressure plate (4) on the base board (a) fitted into the formwork (1) in the step (C) and applying a load to the pressure plate (4) by a load applying means (5) to press the base board (a) against the mortar (e) while curing the mortar (e);
The method for manufacturing a building material panel is characterized by having a step (E) of removing the building material panel having a concrete-like mortar layer (b) formed on one side ( a0 ) of the base board (a) from the formwork (1) after the curing in the step (D) is completed.

[2]上記[1]の製造方法において、工程(B)において型枠(1)内にモルタル(e)を流し込む前に、型枠(1)内の少なくとも底板部(2)の上面に、固化したモルタル層(b)の離型を助けるための離型剤(f)を塗布することを特徴とする建材パネルの製造方法。
[3]上記[1]又は[2]の製造方法において、工程(D)では、押さえ板(4)を型枠厚さ方向で拘束して下地ボード(a)に対して押圧する拘束部材(6)と、該拘束部材(6)をその状態に保持する保持手段(7)を備えた荷重付与手段(5)により、押さえ板(4)に荷重を付与することを特徴とする建材パネルの製造方法。
[4]上記[3]の製造方法において、拘束部材(6)が、型枠(1)を押さえ板(4)とともに上下から挟んで拘束する拘束部材(6a),(6b)で構成され、
保持手段(7)が、上下の拘束部材(6a),(6b)を締結して締め付ける締結用ボルト・ナット(7x)で構成されることを特徴とする建材パネルの製造方法。
[2] A method for producing a building material panel, characterized in that in the above-mentioned manufacturing method [1], before pouring the mortar (e) into the formwork (1) in step (B), a release agent (f) for facilitating release of the solidified mortar layer (b) is applied to at least an upper surface of the bottom plate portion (2) in the formwork (1).
[3] A method for manufacturing a building material panel according to the above-mentioned [1] or [2], characterized in that in the step (D), a load is applied to the pressure plate (4) by a load-applying means (5) equipped with a restraining member (6) that restrains the pressure plate (4) in the formwork thickness direction and presses it against the base board (a), and a holding means (7) that holds the restraining member (6) in that state.
[4] In the manufacturing method of the above [3], the restraining member (6) is composed of restraining members (6a) and (6b) that sandwich the formwork (1) together with the pressing plate (4) from above and below to restrain it,
A method for manufacturing a building material panel, wherein the holding means (7) is composed of fastening bolts and nuts (7x) that fasten and tighten the upper and lower restraining members (6a), (6b).

[5]上記[4]の製造方法において、型枠(1)の長手方向両端部にボルト挿通孔(10)が貫設されるとともに、拘束部材(6a),(6b)の長手方向両端部にボルト挿通孔(60a),(60b)が貫設され、
工程(D)では、拘束部材(6a),(6b)が型枠(1)を押さえ板(4)とともに上下から挟んだ状態で、締結用ボルト・ナット(7x)のボルトをボルト挿通孔(10)とボルト挿通孔(60a),(60b)に挿通させ、締結用ボルト・ナット(7x)で拘束部材(6a),(6b)を締結して締め付けることにより、押さえ板(4)に型枠厚さ方向で荷重を付与することを特徴とする建材パネルの製造方法。
[6]上記[4]又は[5]の製造方法において、拘束部材(6a),(6b)は、それぞれ複数本の鉄骨材からなることを特徴とする建材パネルの製造方法。
[5] In the manufacturing method of the above [4], bolt insertion holes (10) are formed at both longitudinal ends of the formwork (1), and bolt insertion holes (60a), (60b) are formed at both longitudinal ends of the restraining members (6a), (6b),
In step (D), with the formwork (1) and the pressure plate (4) sandwiched between the restraining members (6a), (6b), the bolts of the fastening bolts and nuts (7x) are inserted into the bolt insertion holes (10) and the bolt insertion holes (60a), (60b), and the fastening bolts and nuts (7x) are fastened and tightened to apply a load to the pressure plate (4) in the thickness direction of the formwork. This is a method for manufacturing a building material panel.
[6] The manufacturing method for a building material panel according to the above [4] or [5], wherein the restraining members (6a), (6b) each consist of a plurality of steel members.

[7]上記[1]~[6]のいずれかの製造方法において、工程(D)では、50~100℃の雰囲気中でモルタル(e)を養生することを特徴とする建材パネルの製造方法。
[8]上記[1]~[7]のいずれかの製造方法において、工程(A)において接着剤(d)を塗布する前の下地ボード(a)に対して、その片面(a0)にモルタル接着強化用のアンカー部材(c)を固定することを特徴とする建材パネルの製造方法。
[9]上記[1]~[8]のいずれかの製造方法において、型枠(1)の底板部(2)の上面形状と下地ボード(a)の形状が、非平面形状であることを特徴とする建材パネルの製造方法。
[10]上記[1]~[9]のいずれかの製造方法において、モルタル(e)が、モルタルよりも低比重の粒状物を含むことを特徴とする建材パネルの製造方法。
[7] The method for producing a building material panel according to any one of the above-mentioned [1] to [6], wherein in the step (D), the mortar (e) is cured in an atmosphere at 50 to 100°C.
[8] A method for manufacturing a building material panel, in any one of the manufacturing methods [1] to [7] above, characterized in that an anchor member (c) for strengthening mortar adhesion is fixed to one side ( a0 ) of the base board (a) before the adhesive (d) is applied in the step (A).
[9] The manufacturing method for a building material panel according to any one of the manufacturing methods [1] to [8] above, wherein the shape of the upper surface of the bottom plate portion (2) of the formwork (1) and the shape of the base board (a) are non-planar.
[10] The method for producing a building material panel according to any one of the above [1] to [9], wherein the mortar (e) contains a granular material having a lower specific gravity than the mortar.

本発明の製造方法によれば、厚さが薄く軽量であり且つ打放しコンクリート風の優れた表面外観を有する建材パネルを高い生産性で効率的に製造することができる。本発明により、建材パネルの厚さを薄くし、軽量化できるため、市販の建材ボード(例えば、ケイカル板、プラスターボードなど)と同様に扱うことができ、壁や天井などの様々な箇所に簡単に貼り付け施工することができる。 The manufacturing method of the present invention allows efficient production of thin, lightweight building material panels with an excellent surface appearance that resembles exposed concrete, with high productivity. The present invention allows the building material panels to be made thin and lightweight, so they can be handled in the same way as commercially available building material boards (e.g., calcium silicate board, plasterboard, etc.) and can be easily attached and installed in various locations such as walls and ceilings.

本発明法で製造される建材パネルの一例を模式的に示す部分切欠斜視図FIG. 1 is a partially cutaway perspective view showing an example of a building material panel produced by the method of the present invention. 図1の建材パネルの板厚方向の断面図Cross-sectional view of the building material panel in FIG. 1 in the thickness direction. 本発明法において建材パネルの製造に用いる型枠の一例を示す斜視図FIG. 1 is a perspective view showing an example of a formwork used in manufacturing a building material panel in the method of the present invention. 本発明法の一実施形態における工程(A)を示す説明図An explanatory diagram showing step (A) in one embodiment of the method of the present invention. 本発明法の一実施形態における工程(B)を示す説明図FIG. 1 is an explanatory diagram showing step (B) in one embodiment of the method of the present invention. 本発明法の一実施形態における工程(C)を示す説明図An explanatory diagram showing step (C) in one embodiment of the method of the present invention. 本発明法の一実施形態における工程(D)を示す説明図An explanatory diagram showing step (D) in one embodiment of the method of the present invention. 図7の工程(D)において、荷重付与手段により押さえ板に荷重を付与した状態を部分的に示す平面図FIG. 8 is a plan view partially showing a state in which a load is applied to the pressing plate by the load applying means in step (D) of FIG. 7 . 図8のD-D断面図8 is a cross-sectional view taken along the line D-D of FIG. 本発明法の一実施形態における工程(E)を示す説明図An explanatory diagram showing step (E) in one embodiment of the method of the present invention. 本発明法において、断面円弧状の建材パネルを製造する場合の一実施形態において、工程(D)における型枠等の縦断面図In one embodiment of the present invention, when a building material panel having a circular cross section is manufactured, a longitudinal sectional view of a formwork in step (D) is shown.

図1及び図2は、本発明法で製造される建材パネルの一例を模式的に示したものであり、図1は部分切欠斜視図、図2は板厚方向の断面図である。
この建材パネルは、下地ボードaの片面a0に打放しコンクリート風の表面外観を有するモルタル層bが形成されたものであり、下地ボードaの片面a0にはモルタル接着強化用のアンカー材cが固定され、このアンカー部材cを介してモルタル層bが形成されている。図1の建材パネルは平面矩形状であるが、これに限らず任意の形状としてよい。建材パネルの厚さは特に制限はないが、後述するように軽量化の観点からは10mm以下が好ましい。
図3は、本発明法において建材パネルの製造に用いる型枠の一例を示すものであり、この型枠1は、平面矩形状であり、流し込まれたモルタルeが敷き延ばされる底板部2と、この底板部2の周り(外周縁部分)に立設される側壁部3を備えている。この型枠1内には下地ボードaが嵌め込まれるため、底板部2は下地ボードaとほぼ同じ形状とサイズを有する。なお、型枠1(底板部2)は、製造すべき建材パネルの平面形状に応じて任意の平面形状としてよい。
1 and 2 are schematic diagrams showing an example of a building panel manufactured by the method of the present invention, where FIG. 1 is a partially cutaway perspective view and FIG. 2 is a cross-sectional view in the thickness direction.
This building material panel has a mortar layer b having a surface appearance like exposed concrete formed on one side a0 of a base board a, and an anchor material c for strengthening the adhesion of the mortar is fixed to one side a0 of the base board a, and the mortar layer b is formed through this anchor material c. The building material panel in Fig. 1 has a flat rectangular shape, but is not limited to this and may have any shape. There is no particular limit to the thickness of the building material panel, but it is preferable that it is 10 mm or less from the viewpoint of weight reduction as described later.
3 shows an example of a form used in manufacturing a building panel in the method of the present invention, and this form 1 is rectangular in plan view and includes a bottom plate 2 on which poured mortar e is spread, and a side wall 3 erected around (the outer peripheral edge portion) this bottom plate 2. Since a base board a is fitted into this form 1, the bottom plate 2 has approximately the same shape and size as the base board a. The form 1 (bottom plate 2) may have any planar shape depending on the planar shape of the building panel to be manufactured.

型枠1の底板部2は、少なくともモルタルeと接する表面部分が天然板材で構成され、その天然板材の表面の凹凸(木目など)がモルタル層bの表面に転写され、モルタル層bの表面外観が打放しコンクリート風となる。したがって、底板部2全体を天然板材で構成してもよい。また、モルタル層bの表面を平滑にするため、天然板材の表面は塗装しておくことが好ましい。
本実施形態では、後述するように型枠1内にモルタルeを流し込んで敷き延ばし、その上に下地ボードaをセットし、さらにその上に押さえ板4をセットした状態で、荷重付与手段5によって押さえ板4に上から荷重をかけ、モルタルeを養生するものであるため、下地ボードaの上にセットされた押さえ板4の上面が側壁部3の上端よりも上に位置する必要がある。このため、[型枠内側の側壁部3の高さh]-[製造される内装用パネルの厚さ(モルタルeの厚さ+下地ボードaの厚さ)]<[押さえ板4の厚さ]とすることが好ましい。
At least the surface portion of the bottom plate 2 of the formwork 1 that comes into contact with the mortar e is made of a natural plate material, and the unevenness (wood grain, etc.) of the surface of the natural plate material is transferred to the surface of the mortar layer b, giving the surface appearance of the mortar layer b an exposed concrete look. Therefore, the entire bottom plate 2 may be made of a natural plate material. In addition, it is preferable to paint the surface of the natural plate material in order to make the surface of the mortar layer b smooth.
In this embodiment, as described below, mortar e is poured into the formwork 1 and spread out, a base board a is set on top of it, and a pressure plate 4 is set on top of that, and in this state, a load is applied from above to the pressure plate 4 by the load application means 5 to cure the mortar e, so that the upper surface of the pressure plate 4 set on the base board a needs to be positioned higher than the upper end of the side wall 3. For this reason, it is preferable that [height h of the side wall 3 inside the formwork] - [thickness of the interior panel to be manufactured (thickness of mortar e + thickness of base board a)] < [thickness of the pressure plate 4].

以下、図3の型枠1を用いた本発明の製造方法の一実施形態について説明する。
図4~図10は、本発明の製造方法の一実施形態を工程順に示している。
まず、図4に示すように、片面a0にモルタル接着強化用のアンカー部材cが固定された下地ボードaを用意し、この下地ボードaの片面a0にモルタル接着用の接着剤dを塗布する(工程(A))。
使用する下地ボードaの種類は、モルタルが接着し、壁などに固定できる不燃ボードであれば特に制限はなく、例えば、ケイカル板、プラスターボード、MDFボード(段ボールを原料とするボード)などが使用できる。下地ボードaの厚さは、通常、5~10mm程度であり、特に、軽量化のためにパネル全体の厚さを薄くする(例えば10mm以下の厚さとする)という観点からは、3~6mm程度が好ましい。
本発明の建材パネルは、建物の内装用としてだけでなく、建物の外壁面に張り付け固定するなど、外装用として用いることもでき、この場合には、下地ボードaとして、例えば、さきに挙げた各種ボードにプライマーなどを塗布し若しくは含侵させて耐水性や耐候性を高めたものを使用するのが好ましい。
An embodiment of the manufacturing method of the present invention using the mold 1 shown in FIG. 3 will be described below.
4 to 10 show an embodiment of a manufacturing method of the present invention in the order of steps.
First, as shown in FIG. 4, a base board a having an anchor member c for strengthening mortar adhesion fixed to one side a0 is prepared, and an adhesive d for mortar adhesion is applied to one side a0 of this base board a (step (A)).
The type of base board a to be used is not particularly limited as long as it is a non-combustible board that can be adhered to mortar and fixed to a wall, etc., and examples of such boards include calcium silicate board, plaster board, MDF board (board made from cardboard), etc. The thickness of the base board a is usually about 5 to 10 mm, and from the viewpoint of making the thickness of the entire panel thin (for example, to a thickness of 10 mm or less) in order to reduce weight, a thickness of about 3 to 6 mm is preferable.
The building material panel of the present invention can be used not only for the interior of a building, but also for the exterior of a building, for example by attaching and fixing it to the exterior wall surface. In this case, it is preferable to use, as the base board a, for example, one of the various boards mentioned above that has been coated with or impregnated with a primer or the like to improve water resistance and weather resistance.

アンカー部材cの種類は、下地ボードaに対してモルタルeを接着保持させる物理的なアンカー機能を発揮できるものであれば特に制限はなく、例えば、メタルラス、金網、エキスパンドメタル、ワイヤラスなどのような網状金属部材の1種以上を用いることができる。このアンカー部材cは、タッカーなどで下地ボードaの片面a0の全面に取り付け固定される。そして、このアンカー部材cが取り付け固定された下地ボードaの片面a0の全面に、モルタル接着用の接着剤d(プライマー)を塗布する。この接着剤dの塗布方法は、塗布ローラによる塗布、吹き付けなど任意である。接着剤dとしては、市販のモルタル用接着剤などを用いることができる。 The type of anchor member c is not particularly limited as long as it can exert a physical anchor function to bond and hold mortar e to the base board a, and for example, one or more mesh-like metal members such as metal lath, wire mesh, expanded metal, wire lath, etc. can be used. This anchor member c is attached and fixed to the entire surface of one side a0 of the base board a using a tacker or the like. Then, an adhesive d (primer) for mortar adhesion is applied to the entire surface of one side a0 of the base board a to which this anchor member c is attached and fixed. The adhesive d can be applied by any method, such as application with an application roller or spraying. As the adhesive d, a commercially available adhesive for mortar can be used.

上記工程(A)と前後して、図5に示すように、底板部2が上向きとなるように平置きされた型枠1内にモルタルeを流し込み、その底板部2にモルタルeを層状に敷き延ばす(工程(B))。
モルタルeの層厚は特に制限はないが、通常、3~10mm程度であり、特に、軽量化のためにパネル全体の厚さを薄くする(例えば10mm以下の厚さとする)という観点からは、3~6mm程度が好ましい。モルタルeを層状に敷き延ばす方法に特に制限はないが、通常はモルタル用のコテなどを用いる。モルタルeは、できるだけ均一で平滑な層になるように敷き延ばすことが好ましい。
Before or after the above step (A), as shown in FIG. 5, mortar e is poured into the formwork 1 placed flat with the bottom plate portion 2 facing upward, and the mortar e is spread in layers on the bottom plate portion 2 (step (B)).
The thickness of the mortar e is not particularly limited, but is usually about 3 to 10 mm, and is preferably about 3 to 6 mm, particularly from the viewpoint of making the overall panel thickness thin (for example, 10 mm or less) for weight reduction. The method of spreading the mortar e in layers is not particularly limited, but a mortar trowel or the like is usually used. It is preferable to spread the mortar e in a layer that is as uniform and smooth as possible.

モルタルeに使用するセメントの種類は特に制限はないが、ポリマーセメントが特に好ましく、例えば、ポリマーセメントと細骨材(砂など)に必要に応じて混和剤(モルタル接着増強剤など)を混合したモルタルを使用できる。また、モルタルeには、硬化促進剤を添加することが好ましい。さらに、建材パネルを軽量化するため、モルタルeに低比重の粒状物(元のモルタルよりも低比重の粒状物)を適量含有させてもよい。添加する粒状物の種類は特に制限はないが、例えば、粒径が5mm以下(好ましくは3~5mm程度)のパーライトなどが挙げられる。粒状物の含有量(添加量)は、モルタル層bの性状や強度に問題を生じさせない程度であればよい。
工程(B)では、型枠1内にモルタルeを流し込む前に、型枠1内の少なくとも底板部2に、固化したモルタル層bの離型を助けるための離型剤fを塗布することが好ましい。離型剤fとしては、離型オイルなどを用いることができる。
There is no particular restriction on the type of cement used in the mortar e, but polymer cement is particularly preferred. For example, a mortar in which polymer cement and fine aggregate (such as sand) are mixed with an admixture (such as a mortar adhesion enhancer) as necessary can be used. It is also preferable to add a hardening accelerator to the mortar e. Furthermore, in order to reduce the weight of the building material panel, an appropriate amount of low-density granular material (granular material with a lower specific gravity than the original mortar) may be added to the mortar e. There is no particular restriction on the type of granular material to be added, but examples include perlite with a particle size of 5 mm or less (preferably about 3 to 5 mm). The content (addition amount) of the granular material may be at a level that does not cause problems in the properties and strength of the mortar layer b.
In step (B), before pouring the mortar e into the formwork 1, it is preferable to apply a release agent f to at least the bottom plate portion 2 in the formwork 1 in order to assist in the release of the solidified mortar layer b. As the release agent f, release oil or the like can be used.

次いで、図6に示すように、上記工程(B)により底板部2にモルタルeが層状に敷き延ばされた型枠1内に上記工程(A)を経た下地ボードaを嵌め込み、その片面a0(アンカー部材cが固定された面)をモルタルeの上面に密着させる(工程(C))。
次いで、図7に示すように、上記工程(C)により型枠1内に嵌め込まれた下地ボードaの上に押さえ板4を載せ、この押さえ板4に荷重付与手段5により荷重を付与することでモルタルeと下地ボードaを圧着させつつ、モルタルeを養生する(工程(D))。
押さえ板4は、下地ボードaに均等に荷重を加えるために用いられるものであり、例えば、ベニヤ板や建材ボードなどの板材で構成される。本実施形態の押さえ板4は、下地ボードaとほぼ同じサイズであり、下地ボードaの上から型枠1内に嵌め込まれる。上述したように、この状態で押さえ板4の上面レベルは型枠1の側壁部3の上端よりも上に位置している。
Next, as shown in FIG. 6, the base board a subjected to the above step (A) is fitted into the formwork 1 in which the mortar e has been spread in a layer on the bottom plate portion 2 in the above step (B), and one surface a0 of the board (the surface to which the anchor member c is fixed) is brought into close contact with the upper surface of the mortar e (step (C)).
Next, as shown in FIG. 7, a pressure plate 4 is placed on the base board a fitted into the formwork 1 in the above step (C), and a load is applied to the pressure plate 4 by a load application means 5 to press the mortar e and the base board a together while curing the mortar e (step (D)).
The pressure plate 4 is used to apply a load evenly to the base board a, and is made of a plate material such as plywood or building material board. The pressure plate 4 in this embodiment is approximately the same size as the base board a, and is fitted into the formwork 1 from above the base board a. As described above, in this state, the upper surface level of the pressure plate 4 is located above the upper end of the side wall portion 3 of the formwork 1.

荷重付与手段5は、押さえ板4にできるだけ均一に荷重を付与できるものであれば、その形式や構造を問わないが、簡便な荷重付与手段5として、例えば、押さえ板4を型枠厚さ方向で拘束して下地ボードaに対して押圧する拘束部材6と、この拘束部材6をその状態に保持する保持手段7を備えるものを使用できる。このような荷重付与手段5としては、例えば、拘束部材6が、型枠1を押さえ板4とともに上下から挟んで拘束する拘束部材6a,6bで構成され、保持手段7が、上下の拘束部材6a,6bを締結して締め付ける締結用ボルト・ナット7xで構成されるものが挙げられる。 The load applying means 5 can be of any type or structure as long as it can apply a load to the pressure plate 4 as uniformly as possible, but a simple load applying means 5 can be one that includes, for example, a restraining member 6 that restrains the pressure plate 4 in the form thickness direction and presses it against the base board a, and a holding means 7 that holds the restraining member 6 in that state. An example of such a load applying means 5 is one in which the restraining member 6 is composed of restraining members 6a, 6b that sandwich and restrain the formwork 1 together with the pressure plate 4 from above and below, and the holding means 7 is composed of fastening bolts and nuts 7x that fasten and tighten the upper and lower restraining members 6a, 6b.

本実施形態でも、そのような荷重付与手段5を用いており、拘束部材6a,6bは、それぞれ複数本の鉄骨材から構成されている。図8は、本実施形態において、そのような荷重付与手段5により押さえ板4に荷重を付与した状態を部分的に示す平面図であり、図9は図8のD-D断面図である。
型枠1の長手方向両端部には、型枠幅方向において所定の間隔で複数のボルト挿通孔10が貫設されるとともに、拘束部材6a,6bである各鉄骨材の長手方向両端部にも、ボルト挿通孔60a,60bが貫設されている。
この荷重付与手段5では、拘束部材6a,6bである各複数の鉄骨材を、押さえ板4の上と型枠1の下側にそれぞれ配置して、拘束部材6a,6bが型枠1を押さえ板4とともに上下から挟んだ状態とする。この状態で、締結用ボルト・ナット7xのボルトをボルト挿通孔10とボルト挿通孔60a,60bに挿通させ、締結用ボルト・ナット7xで拘束部材6a,6bを締結して締め付ける。すなわち、拘束部材6a,6bで型枠1を押さえ板4とともに上下から挟んで締め付けることにより、押さえ板4に型枠厚さ方向で荷重を付与する。
This embodiment also uses such a load applying means 5, and the restraining members 6a, 6b are each composed of a plurality of steel members. Figure 8 is a plan view partially showing the state in this embodiment in which a load is applied to the pressure plate 4 by such a load applying means 5, and Figure 9 is a cross-sectional view taken along the line D-D of Figure 8.
A plurality of bolt insertion holes 10 are formed at both longitudinal ends of the formwork 1 at a predetermined interval in the width direction of the formwork, and bolt insertion holes 60a, 60b are also formed at both longitudinal ends of each of the steel frames which are the restraining members 6a, 6b.
In this load applying means 5, a plurality of steel members, which are the restraining members 6a, 6b, are placed on the presser plate 4 and below the formwork 1, respectively, so that the restraining members 6a, 6b sandwich the formwork 1 together with the presser plate 4 from above and below. In this state, the bolts of the fastening bolts and nuts 7x are inserted into the bolt insertion holes 10 and the bolt insertion holes 60a, 60b, and the fastening bolts and nuts 7x fasten and tighten the restraining members 6a, 6b. In other words, by sandwiching and tightening the formwork 1 together with the presser plate 4 from above and below with the restraining members 6a, 6b, a load is applied to the presser plate 4 in the formwork thickness direction.

拘束部材6a,6bである各鉄骨材の本数は特に制限はなく、押さえ板4に幅方向で均一に荷重を付与できる本数であればよいが、一般的なサイズのパネルを製造する場合には各3本以上とすることが好ましい。
モルタルeの養生は常温でもよいが、モルタルeは型枠1内に密封されたような状態にあるため固化しにくく、常温では固化に時間がかかる。このため、生産性の観点からモルタルeの固化と下地ボードaとの接着を促進するため、50℃~100℃程度、好ましくは70℃~90℃程度の雰囲気中で所定時間、好ましくは6時間以上養生することが好ましい。例えば、乾燥室に型枠を置き、室内に70~90℃程度の温風を導入して8~15時間程度養生を行う。
上記工程(D)による養生が完了した後、図10に示すように、下地ボードaの片面a0に打放しコンクリート風の表面外観を有するモルタル層bが形成された建材パネルを型枠1から取り外す(工程(E))。
There is no particular limit to the number of steel members constituting the restraining members 6a, 6b, as long as they are able to apply a uniform load to the pressure plate 4 in the width direction; however, when manufacturing panels of general size, it is preferable to have three or more of each.
The mortar e may be cured at room temperature, but since the mortar e is sealed in the formwork 1, it is difficult to solidify, and it takes time to solidify at room temperature. For this reason, in order to promote the solidification of the mortar e and its adhesion to the base board a from the viewpoint of productivity, it is preferable to cure the mortar e for a predetermined period of time, preferably 6 hours or more, in an atmosphere of about 50°C to 100°C, preferably about 70°C to 90°C. For example, the formwork is placed in a drying chamber, and hot air of about 70°C to 90°C is introduced into the chamber to cure the mortar e for about 8 to 15 hours.
After the curing process in step (D) is completed, the building material panel having the mortar layer b having a surface appearance like exposed concrete formed on one side a0 of the base board a is removed from the formwork 1 as shown in FIG. 10 (step (E)).

本発明の製造方法は、非平面形状の建材パネルの製造も可能であり、この場合には、底板部2の上面が非平面形状の型枠1と、非平面形状の下地ボードa(さらには押さえ板4)が用いられる。
図11は、断面円弧状の建材パネルを製造する場合の一実施形態を示すものであり、工程(D)における型枠1、モルタルe、下地ボードa等の縦断面を示している。この実施形態では、型枠1の底板部2、下地ボードa、押さえ板4は、いずれも断面円弧状であり、モルタルeは底板部2の円弧状上面に沿って敷き延ばされ、その上に下地ボードa、押さえ板4が順に置かれ、図8及び図9に示すような荷重付与手段5により荷重が付与される。その他の構成は、図4~図10の実施形態と同様である。
なお、断面円弧状の下地ボードaを作製するには、例えば、下地ボードaとして水に濡らすと変形するもの(例えば、MDFボード)を用い、水に濡らした下地ボードaを事前に型枠1の底板部2の上面(円弧面)に押し当てて変形させ、その変形した状態で乾燥させればよい。
The manufacturing method of the present invention is also capable of producing building material panels having a non-planar shape. In this case, a formwork 1 having a non-planar upper surface of the bottom plate portion 2 and a non-planar base board a (and further a pressure plate 4) are used.
Fig. 11 shows an embodiment for manufacturing a building material panel having an arc-shaped cross section, and shows the vertical cross sections of the formwork 1, mortar e, base board a, etc. in step (D). In this embodiment, the bottom plate portion 2 of the formwork 1, the base board a, and the pressure plate 4 all have an arc-shaped cross section, the mortar e is spread along the arc-shaped upper surface of the bottom plate portion 2, the base board a and the pressure plate 4 are placed on top of it in that order, and a load is applied by the load application means 5 as shown in Figs. 8 and 9. The other configurations are the same as those of the embodiments shown in Figs. 4 to 10.
To produce a base board a with an arc-shaped cross section, for example, a material that deforms when wetted with water (e.g., an MDF board) is used as the base board a, and the water-soaked base board a is pressed against the upper surface (arc surface) of the bottom plate portion 2 of the formwork 1 in advance to deform it, and then dried in this deformed state.

以上述べた本発明の建材パネルの製造方法では、平置きされた型枠1内にモルタルeを流し込んで層状に敷き延ばした後、片面a0にアンカー部材cが固定され且つ接着剤dが塗布された下地ボードaを型枠1内に嵌め込んでモルタルeに密着させ、しかる後、押さえ板4と荷重付与手段5で下地ボードaに荷重をかけながらモルタルを養生させるようにしたので、下地ボードaに圧着された薄く且つ均一な厚さのモルタル層bを形成することができ、このため、厚さの薄い軽量の建材パネルを製造することができ、例えば、厚さが10mm以下の建材パネルを製造することも可能である。また、下地ボードaに荷重をかけながらモルタルeを養生するので、型枠1の底板部2の凹凸(板の木目など)がモルタル層bの表面に適切に転写され、打放しコンクリート風の優れた表面外観を有する建材パネルを製造することができる。したがって、特許文献1の製法で製造される建材パネルよりも、薄く軽量で且つ打放しコンクリート風の外観性に優れた建材パネルを製造することができる。 In the manufacturing method of the building material panel of the present invention described above, mortar e is poured into the formwork 1 laid flat and spread in layers, and then the base board a with the anchor member c fixed to one side a0 and the adhesive d applied thereto is fitted into the formwork 1 to be in close contact with the mortar e, and then the mortar is cured while applying a load to the base board a with the pressing plate 4 and the load applying means 5, so that a thin and uniform thickness mortar layer b pressed against the base board a can be formed, and thus a thin and lightweight building material panel can be manufactured, for example, a building material panel with a thickness of 10 mm or less can be manufactured. In addition, since the mortar e is cured while applying a load to the base board a, the unevenness (such as the grain of the board) of the bottom plate portion 2 of the formwork 1 is appropriately transferred to the surface of the mortar layer b, and a building material panel with an excellent surface appearance like exposed concrete can be manufactured. Therefore, a building material panel that is thinner, lighter, and has an excellent appearance like exposed concrete can be manufactured than the building material panel manufactured by the manufacturing method of Patent Document 1.

さらに、本発明の製造方法は、平置き型の型枠1と押さえ板4と荷重付与手段5という簡易な設備で実施でき、しかも、特許文献1の製法などに較べて作業効率が格段に高いため、建材パネルを高い生産性で効率的に製造することができ、このため製造コストも低く抑えることができる。
本発明の製造方法で製造される建材パネルは、例えば、建物内外の壁、天井、柱、梁などに張り付け固定されるパネルとして使用される。この建材パネルの張り付け固定は、例えば、接着剤+釘止め又はビス止めでなされる。
1枚の建材パネルのサイズは任意であるが、例えば、600~630mm×1500mm程度のサイズとすることができる。この建材パネルは、丸ノコなどにより容易に切断することができる。
本発明法により製造される建材パネルは、上記のように薄く軽量であるため、市販の建材ボード(例えば、ケイカル板、プラスターボードなど)と同様に扱うことができ、取扱いが容易で施工性にも優れる。
Furthermore, the manufacturing method of the present invention can be carried out using simple equipment consisting of a flat-laying formwork 1, a pressure plate 4, and a load-applying means 5, and since the work efficiency is significantly higher than that of the manufacturing method of Patent Document 1, etc., the building material panels can be manufactured efficiently with high productivity, and therefore manufacturing costs can be kept low.
The building material panel manufactured by the manufacturing method of the present invention is used as a panel to be attached and fixed to, for example, walls, ceilings, pillars, beams, etc. inside and outside a building. The building material panel is attached and fixed, for example, by an adhesive and nails or screws.
The size of one building material panel is arbitrary, but may be, for example, about 600 to 630 mm×1500 mm. This building material panel can be easily cut with a circular saw or the like.
Since the building material panel produced by the method of the present invention is thin and lightweight as described above, it can be handled in the same way as commercially available building material boards (e.g., calcium silicate board, plaster board, etc.), and is easy to handle and has excellent workability.

1 型枠
2 底板部
3 側壁部
4 押さえ板
5 荷重付与手段
6,6a,6b 拘束部材
7 保持手段
7x 締結用ボルト・ナット
10 ボルト挿通孔
60a,60b ボルト挿通孔
a 下地ボード
0 片面
b モルタル層
c アンカー部材
d 接着剤
e モルタル
f 離型剤
REFERENCE SIGNS LIST 1 Formwork 2 Bottom plate 3 Side wall 4 Pressing plate 5 Load applying means 6, 6a, 6b Restraining member 7 Holding means 7x Fastening bolt/nut 10 Bolt insertion hole 60a, 60b Bolt insertion hole a Base board a 0 One side b Mortar layer c Anchor member d Adhesive e Mortar f Release agent

Claims (10)

モルタルが敷き延ばされる底板部(2)と、該底板部(2)の周りに立設される側壁部(3)を備える型枠(1)を用いて、下地ボード(a)の片面(a0)に打放しコンクリート風の表面外観を有するモルタル層(b)が形成された建材パネルを製造する方法であって、
片面(a0)にモルタル接着強化用のアンカー部材(c)が固定された下地ボード(a)に対して、その片面(a0)にモルタル接着用の接着剤(d)を塗布する工程(A)と、
底板部(2)が上向きとなるように置かれた型枠(1)内にモルタル(e)を流し込み、底板部(2)にモルタル(e)を層状に敷き延ばす工程(B)と、
該工程(B)により底板部(2)にモルタル(e)が層状に敷き延ばされた型枠(1)内に、工程(A)を経た下地ボード(a)を嵌め込み、その片面(a0)をモルタル(e)の上面に密着させる工程(C)と、
該工程(C)により型枠(1)内に嵌め込まれた下地ボード(a)の上に押さえ板(4)を載せ、該押さえ板(4)に荷重付与手段(5)により荷重を付与することで下地ボード(a)をモルタル(e)に圧着させつつ、モルタル(e)を養生する工程(D)と、
該工程(D)による養生が完了した後、下地ボード(a)の片面(a0)に打放しコンクリート風のモルタル層(b)が形成された建材パネルを型枠(1)から取り出す工程(E)を有することを特徴とする建材パネルの製造方法。
A method for manufacturing a building material panel having a mortar layer (b) having a surface appearance like exposed concrete formed on one side ( a0 ) of a base board (a) using a formwork (1) having a bottom plate portion (2) on which mortar is spread and a side wall portion (3) erected around the bottom plate portion (2), comprising:
A step ( A ) of applying a mortar bonding adhesive (d) to one side ( a0 ) of a base board (a) having an anchor member (c) for strengthening mortar bonding fixed thereto;
A process (B) of pouring mortar (e) into the formwork (1) placed with the bottom plate portion (2) facing upward, and spreading the mortar (e) in layers on the bottom plate portion (2);
a step (C) of fitting the base board (a) subjected to the step (A) into the formwork (1) in which the mortar (e) has been spread in a layer on the bottom plate portion (2) in the step (B) and adhering one side (a 0 ) of the base board (a) to the upper surface of the mortar (e);
a step (D) of placing a pressure plate (4) on the base board (a) fitted into the formwork (1) in the step (C) and applying a load to the pressure plate (4) by a load applying means (5) to press the base board (a) against the mortar (e) while curing the mortar (e);
The method for manufacturing a building material panel is characterized by having a step (E) of removing the building material panel having a concrete-like mortar layer (b) formed on one side ( a0 ) of the base board (a) from the formwork (1) after the curing in the step (D) is completed.
工程(B)において型枠(1)内にモルタル(e)を流し込む前に、型枠(1)内の少なくとも底板部(2)の上面に、固化したモルタル層(b)の離型を助けるための離型剤(f)を塗布することを特徴とする請求項1に記載の建材パネルの製造方法。 The method for manufacturing a building material panel according to claim 1, characterized in that, before pouring the mortar (e) into the formwork (1) in step (B), a release agent (f) is applied to at least the upper surface of the bottom plate portion (2) in the formwork (1) to aid in the release of the solidified mortar layer (b). 工程(D)では、押さえ板(4)を型枠厚さ方向で拘束して下地ボード(a)に対して押圧する拘束部材(6)と、該拘束部材(6)をその状態に保持する保持手段(7)を備えた荷重付与手段(5)により、押さえ板(4)に荷重を付与することを特徴とする請求項1又は2に記載の建材パネルの製造方法。 The method for manufacturing a building panel according to claim 1 or 2, characterized in that in step (D), a load is applied to the pressure plate (4) by a load applying means (5) equipped with a restraining member (6) that restrains the pressure plate (4) in the formwork thickness direction and presses it against the base board (a), and a holding means (7) that holds the restraining member (6) in that state. 拘束部材(6)が、型枠(1)を押さえ板(4)とともに上下から挟んで拘束する拘束部材(6a),(6b)で構成され、
保持手段(7)が、上下の拘束部材(6a),(6b)を締結して締め付ける締結用ボルト・ナット(7x)で構成されることを特徴とする請求項3に記載の建材パネルの製造方法。
The restraining member (6) is composed of restraining members (6a) and (6b) which sandwich and restrain the formwork (1) together with the pressing plate (4) from above and below,
4. The method for manufacturing a building panel according to claim 3, wherein the holding means (7) is composed of fastening bolts and nuts (7x) for fastening and tightening the upper and lower restraining members (6a), (6b).
型枠(1)の長手方向両端部にボルト挿通孔(10)が貫設されるとともに、拘束部材(6a),(6b)の長手方向両端部にボルト挿通孔(60a),(60b)が貫設され、
工程(D)では、拘束部材(6a),(6b)が型枠(1)を押さえ板(4)とともに上下から挟んだ状態で、締結用ボルト・ナット(7x)のボルトをボルト挿通孔(10)とボルト挿通孔(60a),(60b)に挿通させ、締結用ボルト・ナット(7x)で拘束部材(6a),(6b)を締結して締め付けることにより、押さえ板(4)に型枠厚さ方向で荷重を付与することを特徴とする請求項4に記載の建材パネルの製造方法。
Bolt insertion holes (10) are formed at both longitudinal ends of the formwork (1), and bolt insertion holes (60a), (60b) are formed at both longitudinal ends of the restraining members (6a), (6b),
The manufacturing method of a building material panel according to claim 4, characterized in that in the step (D), while the restraining members (6a), (6b) sandwich the formwork (1) together with the pressing plate (4) from above and below, the bolts of the fastening bolts and nuts (7x) are inserted into the bolt insertion holes (10) and the bolt insertion holes (60a), (60b), and the restraining members (6a), (6b) are fastened and tightened with the fastening bolts and nuts (7x), thereby applying a load to the pressing plate (4) in the formwork thickness direction.
拘束部材(6a),(6b)は、それぞれ複数本の鉄骨材からなることを特徴とする請求項4又は5に記載の建材パネルの製造方法。 The method for manufacturing a building panel according to claim 4 or 5, characterized in that the restraining members (6a) and (6b) are each made of multiple steel members. 工程(D)では、50~100℃の雰囲気中でモルタル(e)を養生することを特徴とする請求項1~6のいずれかに記載の建材パネルの製造方法。 The method for manufacturing a building panel according to any one of claims 1 to 6, characterized in that in step (D), the mortar (e) is cured in an atmosphere of 50 to 100°C. 工程(A)において接着剤(d)を塗布する前の下地ボード(a)に対して、その片面(a0)にモルタル接着強化用のアンカー部材(c)を固定することを特徴とする請求項1~7のいずれかに記載の建材パネルの製造方法。 The method for manufacturing a building material panel according to any one of claims 1 to 7, characterized in that in step (A), an anchor member (c) for strengthening mortar adhesion is fixed to one side (a 0 ) of the base board (a) before the adhesive (d) is applied thereto. 型枠(1)の底板部(2)の上面形状と下地ボード(a)の形状が、非平面形状であることを特徴とする請求項1~8のいずれかに記載の建材パネルの製造方法。 The method for manufacturing a building material panel according to any one of claims 1 to 8, characterized in that the shape of the top surface of the bottom plate portion (2) of the formwork (1) and the shape of the base board (a) are non-planar. モルタル(e)が、モルタルよりも低比重の粒状物を含むことを特徴とする請求項1~9のいずれかに記載の建材パネルの製造方法。 The method for manufacturing a building material panel according to any one of claims 1 to 9, characterized in that the mortar (e) contains granular material having a lower specific gravity than the mortar.
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