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JP7589015B2 - Architectural panel and assembly method for architectural panel - Google Patents
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JP7589015B2 - Architectural panel and assembly method for architectural panel - Google Patents

Architectural panel and assembly method for architectural panel Download PDF

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JP7589015B2
JP7589015B2 JP2020184759A JP2020184759A JP7589015B2 JP 7589015 B2 JP7589015 B2 JP 7589015B2 JP 2020184759 A JP2020184759 A JP 2020184759A JP 2020184759 A JP2020184759 A JP 2020184759A JP 7589015 B2 JP7589015 B2 JP 7589015B2
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shaft
surface portion
shaft material
building
plate material
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JP2022074599A (en
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弘章 藤原
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株式会社長谷工コーポレーション
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Description

本発明は、建築物内の所定空間の形成に用いられる建築用パネル及び建築用パネルの組立方法に関する。 The present invention relates to architectural panels used to form a specified space within a building and a method for assembling architectural panels.

従来から、例えば集合住宅内の隣接する居室同士の境界となる界壁は、所定の間隔で複数本設けた木製の間柱(以下「木軸」ともいう。)と、各々の居室側に配置され上記間柱に固定された石膏ボードと、を下地として形成されている。木軸は、外国産ポプラ材製の単板積層材(LVL:Laminated Veneer Lumber)が一般的であるものの、2017年に施工されたクリーンウッド法が影響して、将来的にはLVLの供給減や価格高騰により採用しにくくなる恐れがある。 Conventionally, for example, a partition wall between adjacent rooms in an apartment building is formed on a base of multiple wooden studs (hereinafter also referred to as "wooden shafts") installed at a specified interval and gypsum boards arranged on each room side and fixed to the studs. Although the wooden shafts are generally made of laminated veneer lumber (LVL) made from imported poplar, there is a risk that the Clean Wood Act, which came into effect in 2017, will make it difficult to adopt LVL in the future due to a reduction in supply and a rise in prices.

また、間柱としては、木製以外に鉄製も採用されている。例えばいわゆる軽鉄スタッドは、筒状の角材が一般的だが、特許文献1で開示されている軽鉄スタッド(文献内では間柱1)は、躯体壁に面する面が長手方向を縦断する間隙を有しており、一方、上記面と対向して石膏ボードに貼り付く面が平面状であり間隙を有していない(図3参照。)。また、上記軽鉄スタッドは、ロール成形機で長尺の板材の両側を折り曲げて石膏ボードに貼り付く面を形成し、上記両側に相当する折曲片の先端側を互いに近接する方向に、かつ石膏ボードに貼り付く面と平行に折り曲げて躯体壁に面する面を形成することで、ロール成形されている。 In addition to wood, studs are also made of steel. For example, so-called light steel studs are generally cylindrical square timber, but the light steel stud disclosed in Patent Document 1 (called stud 1 in the document) has a surface that faces the structural wall with a gap running longitudinally, while the surface opposite the above surface that is attached to the plasterboard is flat and has no gap (see Figure 3). The light steel stud is roll-formed by folding both sides of a long plate material with a roll forming machine to form a surface that is attached to the plasterboard, and folding the tip sides of the folded pieces corresponding to the above two sides in directions approaching each other and parallel to the surface that is attached to the plasterboard to form the surface that faces the structural wall.

特開2002-285693号公報JP 2002-285693 A

しかしながら、一般的な軽鉄スタッドは、部分的な切削等の細かい調整に不向きであり、下地として木軸を併用することもあるため、上記クリーンウッド法に対する木軸の代替品として採用しにくい。また、特許文献1の軽鉄スタッドは、ロール成形により躯体壁に面する面に間隙を有するものの、上記面における作用及び効果について開示されておらず、発明が解決しようとする課題(段落「0003」、図24参照。)に基づき、従来の軽鉄スタッド(文献内では間柱11)の向きを変更した構成に過ぎない。 However, general light steel studs are not suitable for fine adjustments such as partial cutting, and wooden shafts are sometimes used in conjunction with them as a base, making them difficult to adopt as a substitute for wooden shafts in the Clean Wood Method. Furthermore, although the light steel studs in Patent Document 1 have gaps on the surface facing the structural wall due to roll forming, the action and effect of said surface is not disclosed, and the configuration is merely a change in the orientation of a conventional light steel stud (partition stud 11 in the document) based on the problem that the invention is trying to solve (see paragraph "0003" and Figure 24).

近年の建築の技術やトレンドに基づく建築物内の所定空間の構造、場所、及び施工手順によっては、下地としての間柱は、最終的に木軸や軽鉄スタッドと同等の役割を果たす限り、材質や形状に限定はなく、また、必ずしも石膏ボードの設置前に建築現場に配置されなくてもよい。換言すると、間柱の材質や形状によっては、木軸や軽鉄スタッドよりも施工効率の向上を期待できることに、発明者等は創意工夫の末辿り着いた。 Depending on the structure, location, and construction procedure of a given space within a building based on recent building technology and trends, the studs used as the base are not limited in material or shape, as long as they ultimately fulfill the same role as wooden shafts or light steel studs, and they do not necessarily have to be placed at the construction site before the installation of the gypsum board. In other words, after much ingenuity, the inventors have discovered that depending on the material and shape of the studs, they can be expected to improve construction efficiency compared to wooden shafts or light steel studs.

そこで、本発明の目的は、間柱として従来の木軸や軽鉄スタッドの代替となる軸材を採用し、所定空間の施工効率の向上を期待できる建築用パネル及び建築用パネルの組立方法を提供することにある。 The object of the present invention is to provide an architectural panel and an assembly method for the architectural panel that employs an axis material that can replace the conventional wooden axis or light steel studs as partitions, and that is expected to improve the construction efficiency in a given space.

すなわち、本発明における建築用パネルは、建築物内の所定空間側に配置される板材と、上記板材より上記所定空間の外側に配置される中空状の軸材とを備えた建築用パネルであって、上記軸材は、間隙を介して平行に並ぶ一対の第1面部を有し、上記第1面部を上記板材に接着した状態で配置されることを特徴とする。 In other words, the architectural panel of the present invention is an architectural panel that includes a plate material that is placed on the side of a specified space within a building, and a hollow shaft material that is placed outside the specified space from the plate material, and the shaft material has a pair of first surfaces that are arranged in parallel with a gap between them, and is placed in a state where the first surfaces are adhered to the plate material.

上記軸材は、発泡性樹脂製であることが望ましい。 The shaft material is preferably made of foam resin.

上記第1面部の幅は、上記軸材の厚みの1倍~5倍であることが望ましい。 It is desirable for the width of the first surface portion to be 1 to 5 times the thickness of the shaft material.

上記軸材は、上記所定空間から離れる方向に上記第1面部と連続している一対の第2面部と、上記第1面部と平行かつ上記第2面部と連続している第3面部とをさらに有し、上記第3面部は、上記第1面部より粗面であることが望ましい。 The shaft further has a pair of second surfaces that are continuous with the first surfaces in a direction away from the specified space, and a third surface that is parallel to the first surfaces and continuous with the second surfaces, and it is desirable that the third surfaces have a rougher surface than the first surfaces.

上記軸材は、第1軸材であり、上記第1軸材とは別の第2軸材とをさらに備え、上記第2軸材は、上記第1軸材の第1面部、第2面部、及び第3面部と同じように配置された第1面部、第2面部、及び第3面部を有し、上記第2軸材の幅は、上記第1軸材の幅より広く、上記第2軸材の第3面部は、粗面ではないことが望ましい。 The shaft material is a first shaft material, and further includes a second shaft material different from the first shaft material, the second shaft material having a first surface portion, a second surface portion, and a third surface portion arranged in the same manner as the first surface portion, the second surface portion, and the third surface portion of the first shaft material, the width of the second shaft material is wider than the width of the first shaft material, and it is desirable that the third surface portion of the second shaft material does not have a rough surface.

本発明における建築用パネルの組立方法は、建築物内の所定空間側に配置される板材に、上記板材より上記所定空間の外側に配置され、間隙を介して平行に並ぶ一対の第1面部を有する中空状の軸材を、上記第1面部から上記板材に接着することを特徴とする。 The method of assembling a building panel in the present invention is characterized in that a hollow shaft member having a pair of first surfaces arranged parallel to each other with a gap therebetween is attached to a plate material that is to be placed on the side of a specified space in a building, from the first surfaces to the plate material.

本発明における建築用パネルの使用方法は、上記建築パネル又は上記建築パネルの組立方法で組み立てられた建築用パネルを用いて建築物内の所定空間を建築物外で形成することを特徴とする。 The method of using the architectural panel in the present invention is characterized in that a specified space within a building is formed outside the building using the architectural panel or an architectural panel assembled by the architectural panel assembly method.

本発明による建築用パネルによれば、間柱として従来の木軸や軽鉄スタッドの代替となる軸材を採用し、所定空間の施工効率の向上を期待できる。 The architectural panel of the present invention allows the use of a shaft material that can replace the conventional wooden shafts and light steel studs as partition walls, and is expected to improve construction efficiency within a given space.

本発明の一実施形態における建築用パネルで形成された所定空間の外観の斜視図である。1 is a perspective view of the exterior of a predetermined space formed by a building panel according to one embodiment of the present invention; 上記建築用パネルに備わる軸材の(a)平面図、(b)サイズ説明図である。FIG. 2A is a plan view of the shaft material provided in the above-mentioned building panel, and FIG. 2B is a size explanatory diagram. 上記建築用パネルに備わる別の軸材の平面図である。FIG. 4 is a plan view of another shaft member provided on the above-mentioned building panel. 上記所定空間の形成に用いる上記建築用パネルの組立方法の説明図である。4 is an explanatory diagram of a method for assembling the architectural panel used to form the specified space. FIG.

以下、図1~図4を参照しつつ、本発明の一実施形態における建築用パネル(以下「本建築用パネル」ともいう。)及び本建築用パネルの組立方法について説明する。これらの図において、複数個存在する同一の部位については、一つの部位のみに符番した部分もある。説明の便宜上、所定の部位やこの部位の引き出し線をかくれ線(破線)や想像線(二点鎖線)で示した部分もある。説明において、上方、下方、側方、垂直方向、水平方向等の向きを示す用語は、基本的に通常の建築物内の所定空間を基準とし、これ以外を基準とする場合は適宜説明する。 Below, with reference to Figures 1 to 4, an architectural panel (hereinafter also referred to as "this architectural panel") in one embodiment of the present invention and an assembly method for this architectural panel will be described. In these figures, where there are multiple identical parts, only one part is numbered. For ease of explanation, certain parts and lines leading to these parts are shown with hidden lines (dashed lines) or imaginary lines (two-dot chain lines). In the explanation, terms indicating directions such as up, down, side, vertical, horizontal, etc. are basically based on a specific space within a normal building, and if other references are used, they will be explained appropriately.

<建築用パネルの概要>
図1に示すように、本建築用パネルPは、建築物内の所定空間Rの形成用である。「建築物」とは、例えば集合住宅・戸建住宅・仮設住宅・商業施設であり、鉄筋コンクリート造・鉄骨造・木造といった構造やサイズを限定しない。「所定空間」とは、例えば集合住宅内の居室・トイレ・浴室・洗面室であり、本建築用パネルで側壁や天井の少なくとも一面を構成していればよく、用途やサイズを限定せず、建築物外で形成後に移動可能かつ建築物内又は所定空間内の所定の箇所に設置可能な構造であることが好ましい。
<Overview of architectural panels>
As shown in Fig. 1, the architectural panel P is for forming a predetermined space R within a building. The "building" is, for example, an apartment building, a detached house, a temporary house, or a commercial facility, and is not limited to a structure or size such as reinforced concrete, steel frame, or wood. The "predetermined space" is, for example, a room, toilet, bathroom, or washroom in an apartment building, and it is sufficient that at least one surface of the side wall or ceiling is made of the architectural panel. It is preferable that the structure is movable after being formed outside the building and can be installed at a predetermined location within the building or the predetermined space, without limiting the use or size.

本建築用パネルPは、建築物内の所定空間R側に配置される板材1と、板材1より所定空間の外側に配置される中空状の軸材2とを備えている。「建築物内の所定空間側」とは、所定空間に直接的に面する位置でも、他の部材を介して間接的に面する位置でもよい。「板材」とは、例えば石膏ボードであるが、板状の壁材であればいずれでもよい。「板材より所定空間の外側」とは、換言すると、所定空間内を基準として板材の裏側でもよく、所定空間から視認可能であってもなくてもよい。「中空状の軸材」とは、換言すると、所定の厚みである筒状の棒材で、従来の間柱と同程度の長手方向の長さ及び短手方向の幅でもよく、短手方向の水平断面略三角形状、略矩形状、略円形状、又は略楕円形状でもよく、長手方向の全部又は一部に直線状かつ所定の幅のスリットや切り欠きを有していてもよい。 This building panel P is equipped with a plate material 1 arranged on the side of a specified space R in a building, and a hollow shaft material 2 arranged outside the specified space from the plate material 1. The "side of the specified space in a building" may be a position directly facing the specified space, or a position indirectly facing the specified space via another member. The "plate material" is, for example, gypsum board, but any plate-shaped wall material may be used. The "outside of the specified space from the plate material" may be, in other words, the back side of the plate material based on the specified space, and may or may not be visible from the specified space. The "hollow shaft material" is, in other words, a cylindrical rod material with a specified thickness, which may have a longitudinal length and a transverse width similar to those of a conventional partition wall, and may have a horizontal cross section in the transverse direction that is approximately triangular, rectangular, circular, or elliptical, and may have a linear slit or notch of a specified width in all or part of the longitudinal direction.

<軸材の基本的な構造>
図2(a)に示すように、軸材2は、間隙Sを介して平行に並ぶ一対の第1面部21,21を有している。換言すると、軸材2は、短手方向の水平断面略コの字状であり、上述したスリットや切り欠きのように長手方向の全部に所定の間隙Sを含み、間隙Sの両脇かつ同一面上に第1面部21,21を有している。軸材2は、第1面部21,21を板材1に接着した状態で配置され、換言すると、間隙Sを塞ぐように板材1に接着される。第1面部21,21と板材1とは、木材用や金属用といった公知の接着剤で接着される。
<Basic structure of shaft material>
As shown in Fig. 2(a), the shaft material 2 has a pair of first surfaces 21, 21 arranged in parallel with a gap S therebetween. In other words, the shaft material 2 has a horizontal cross section in a short direction that is generally U-shaped, includes a predetermined gap S in the entire longitudinal direction like the above-mentioned slit or notch, and has the first surfaces 21, 21 on both sides of the gap S and on the same plane. The shaft material 2 is arranged with the first surfaces 21, 21 bonded to the plate material 1, in other words, bonded to the plate material 1 so as to close the gap S. The first surfaces 21, 21 and the plate material 1 are bonded with a known adhesive such as an adhesive for wood or metal.

この構成によれば、例えばトイレのように、建築現場以外の場所での形成後、建築現場に移動かつ設置できる所定空間であれば、従来の木軸や軽鉄スタッドの代替となる軸材2を採用でき、板材1と軸材2とが予め接着された本建築用パネルPを採用することで、所定空間の施工効率の向上を期待できる。すなわち、軸材2は、接着剤等で予め板材1に接着されることから、建築現場で釘やビスで板材1に固定される木軸や軽鉄スタッドと比べて、板材1との接触面である第1面部21,21の面積が相対的に狭くても支障なく、所望の所定空間の構造を発現する効果を期待できる。接着剤による軸材2の接着強度は、釘やビス等で固定された木軸や軽鉄スタッドの固定強度と同程度であるのみならず、両面テープで板材1に固定された場合とも同程度の効果を期待できる。 According to this configuration, for example, in a predetermined space such as a toilet that can be moved and installed after being formed at a location other than the construction site, the shaft material 2 can be used as an alternative to conventional wooden shafts and light steel studs, and by adopting this architectural panel P in which the plate material 1 and the shaft material 2 are pre-bonded, it is expected that the construction efficiency of the predetermined space will be improved. In other words, since the shaft material 2 is pre-bonded to the plate material 1 with an adhesive or the like, it is possible to expect the effect of expressing the structure of the desired predetermined space without any problems even if the area of the first surface portion 21, 21, which is the contact surface with the plate material 1, is relatively small compared to a wooden shaft or light steel stud fixed to the plate material 1 with nails or screws at the construction site. The adhesive strength of the shaft material 2 with the adhesive is not only comparable to the fixing strength of a wooden shaft or light steel stud fixed with nails or screws, but also comparable to the effect of fixing to the plate material 1 with double-sided tape.

<軸材の素材>
軸材2は、発泡性樹脂製であり、例えばポリウレタン・ポリスチレン・ポリエチレンやポリプロピレンを含むポリオレフィン・フェノール樹脂・ポリ塩化ビニル・ユリア樹脂・シリコン・ポリイミド・メラミン樹脂といった合成樹脂又はこれらを2種類以上配合した混合物を主成分としてもよく、これらにさらに配合した所定の発泡剤を化学反応させたり、他の溶剤を気化させたりして発泡してもよく、所定の装置で押出成形で製造されるが、所望の形状に成形できる限り、射出成形で製造されてもよい。
<Axis material>
The shaft material 2 is made of a foamable resin, and may have as its main component a synthetic resin such as polyurethane, polystyrene, polyolefin including polyethylene or polypropylene, phenolic resin, polyvinyl chloride, urea resin, silicone, polyimide, melamine resin, or a mixture of two or more of these.The shaft material 2 may be foamed by chemically reacting a specified foaming agent further mixed into the resin or by vaporizing other solvents.The shaft material 2 is manufactured by extrusion molding in a specified device, but may also be manufactured by injection molding as long as it can be molded into the desired shape.

この構成によれば、従来の木軸や軽鉄スタッドより軽量のため作業性の向上を期待でき、軽鉄スタッドのように複雑なロール成形をしなくても所望の形状に成形容易であり、また、発泡樹脂が所定の厚みに発泡すると共に、合成樹脂の種類や配合量により強度・剛性設計を行えるため、所望の曲げ耐力及び釘止め・ねじ止効果を期待できる。 This structure is lighter than conventional wooden shafts and light steel studs, so it is expected to improve workability, and it can be easily molded into the desired shape without the complex roll molding required for light steel studs. In addition, the foamed resin foams to a specified thickness, and strength and rigidity can be designed by the type and amount of synthetic resin used, so you can expect the desired bending strength and nail/screw fastening effect.

<軸材の詳細な構造>
図2(a)に示すように、軸材2は、第1面部21,21を含む第1部位2a,2aと、第1部位2a,2aと一体的に成形されて所定空間Rから離れる方向に第1面部21,21と連続して略直交する一対の第2面部22,22を含む第2部位2b,2bと、第2部位2b,2bと一体的に成形されて第1面部21,21と平行かつ第2面部22,22と連続して略直交する第3面部23を含む第3部位2cとを有する。
<Detailed structure of shaft material>
As shown in Figure 2 (a), the shaft material 2 has a first portion 2a, 2a including first surface portions 21, 21, a second portion 2b, 2b including a pair of second surface portions 22, 22 molded integrally with the first portion 2a, 2a and continuing from and approximately perpendicular to the first surface portions 21, 21 in a direction away from the specified space R, and a third portion 2c including a third surface portion 23 molded integrally with the second portion 2b, 2b and including a third surface portion 23 that is parallel to the first surface portions 21, 21 and continuing from and approximately perpendicular to the second surface portions 22, 22.

軸材2は、第1部位2a,2a、第2部位2b,2b、及び第3部位2cにより水平断面略コの字状に形成される。軸材2は、第1部位2a,2aが繋がるように連続して一体的に成形して水平断面略凹状に形成されてもよく、凹んだ部分を間隙Sとしてもよい。第1面部21,21と第2面部22,22との境界、第2面部22,22と第3面部23との境界は、面取りされていてもよい。 The shaft material 2 is formed with a first portion 2a, 2a, a second portion 2b, 2b, and a third portion 2c, so that the horizontal cross section is generally U-shaped. The shaft material 2 may be formed so that the first portions 2a, 2a are continuously and integrally connected to form a generally concave horizontal cross section, or the concave portion may be a gap S. The boundaries between the first surface portions 21, 21 and the second surface portions 22, 22, and the boundaries between the second surface portions 22, 22 and the third surface portion 23 may be chamfered.

軸材2は、少なくとも第1部位2a,2aを有していればよく、第1部位2a,2aと一体的に成形される他の部位の形状や寸法を限定しない。第1部位2a,2aは、間隙Sに向かって三角形状に先細る形状であるが、湾曲状又は矩形状に膨出する形状でもよい。第2部位2b,2bと第3部位2cとの厚みは同じであり、これらは軸材2の厚みに相当するが、それぞれ異なっていてもよい。第1面部21,21、第2面部22,22、及び第3面部23は、軸材2の表面に相当する。第3面部23は、所定空間Rに隣接する図示しない他の所定空間の板材又は建築物の外壁とも平行である。 The shaft material 2 only needs to have at least the first portions 2a, 2a, and there are no limitations on the shape or dimensions of the other portions molded integrally with the first portions 2a, 2a. The first portions 2a, 2a have a triangular tapered shape toward the gap S, but may also have a curved or rectangular bulging shape. The second portions 2b, 2b and the third portion 2c have the same thickness, which corresponds to the thickness of the shaft material 2, but may be different from each other. The first surface portions 21, 21, the second surface portions 22, 22, and the third surface portion 23 correspond to the surface of the shaft material 2. The third surface portion 23 is also parallel to the plate material of another specified space (not shown) adjacent to the specified space R or the exterior wall of the building.

第1面部21の幅W1は、第1部位2aの形状によって軸材2の厚みW2より広くても狭くてもよいが、好ましくは軸材2の厚みW2の1倍~5倍であり、より好ましくは1.5倍~3倍であり、1倍より狭い場合、板材1との接着力が弱過ぎ、5倍より広い場合、間隙Sが狭くなって全体の重量が重くなったり、逆に、軸材2の厚みW2を薄くし過ぎて曲げ耐力が低下したりする恐れがあることから、上記範囲により所望の強度・剛性設計の実現を期待でき、かつ板材1への接着作業もしやすくなる。 The width W1 of the first surface portion 21 may be wider or narrower than the thickness W2 of the shaft material 2 depending on the shape of the first portion 2a, but is preferably 1 to 5 times the thickness W2 of the shaft material 2, and more preferably 1.5 to 3 times. If it is narrower than 1 time, the adhesive strength with the plate material 1 will be too weak, and if it is wider than 5 times, the gap S will be narrow and the overall weight will be heavy, or conversely, the thickness W2 of the shaft material 2 will be too thin, reducing the bending strength. Therefore, by keeping the width W1 in the above range, it is expected that the desired strength and rigidity design can be achieved, and the adhesive work to the plate material 1 will also be easier.

第3面部23は、第1面部21,21と比べて相対的に粗面であり、換言すると、第1面部21,21のように接着剤での接着に適した平滑面ではなくてもよく、押出成形時に粗面処理されても押出成形後にブラストやサンドペーパーにより粗面処理されてもよい。すなわち、第3面部23は本建築用パネルPの裏側に相当し、本建築用パネルPの構造及び所定空間Rの形成に影響を与えにくいものの、本建築パネルPで形成された所定空間の設置後に、他の所定空間側の板材10が第3面部23に両面テープで固定される場合もあるため、粗面であることで所望の接着強度を得られる効果を期待できる。 The third surface 23 is a relatively rough surface compared to the first surfaces 21, 21; in other words, it does not have to be a smooth surface suitable for bonding with an adhesive like the first surfaces 21, 21; it may be roughened during extrusion molding, or roughened by blasting or sandpaper after extrusion molding. In other words, the third surface 23 corresponds to the back side of the architectural panel P, and is unlikely to affect the structure of the architectural panel P and the formation of the specified space R, but after the specified space formed by the architectural panel P is installed, the board material 10 on the other specified space side may be fixed to the third surface 23 with double-sided tape, so the rough surface is expected to have the effect of obtaining the desired adhesive strength.

図2(b)に示すように、軸材2のサイズの一例としては、第1面部21の幅W1が10mm、軸材2の厚みW2が5mm、軸材2の幅W3及び奥行W4が40mm、第1部位2aの傾斜面の角度が第1面部21に対して45°、各角部分の面取りがR1~R3である。 As shown in FIG. 2(b), an example of the size of the shaft material 2 is that the width W1 of the first surface portion 21 is 10 mm, the thickness W2 of the shaft material 2 is 5 mm, the width W3 and depth W4 of the shaft material 2 are 40 mm, the angle of the inclined surface of the first portion 2a is 45° with respect to the first surface portion 21, and the chamfers of each corner are R1 to R3.

<別の軸材>
本建築用パネルPが備える軸材は、図2に示す第1軸材としての軸材2の他にも、図3に示す第2軸材としての軸材200を含んでもよい。なお、軸材200については、軸材2と相違する部分のみを説明し、同等の部分の説明を省略する。図3で示す部位と同等なものは、参照を容易にするため、図3では図2において一律100を加えた番号にしている。
<Other shaft materials>
The shaft material of the architectural panel P may include shaft material 200 as a second shaft material shown in Fig. 3 in addition to shaft material 2 as a first shaft material shown in Fig. 2. Note that for shaft material 200, only the parts that are different from shaft material 2 will be described, and a description of the equivalent parts will be omitted. For ease of reference, the parts equivalent to those shown in Fig. 3 are numbered by adding 100 to the numbers in Fig. 2.

第1面部210の幅W100は、軸材200の厚みW200(7mm)と略同等であるが、厚みW200が厚めであることで、幅W100が厚みW200の1倍であっても所望の接着強度を期待できる。第1部位200aは、間隙S100に向かって湾曲状に膨出する形状であっても、軸材200の強度を補う効果を期待できる。軸材200の幅W300は軸材2の幅W3より広いことで、第3部位200cに別の所定空間側の板材10a及び10bをビスBでそれぞれ固定しやすくなることから、第3面部230は粗面である必要はなく、換言すれば、第1面部210と同程度の平滑面でもよく、粗面処理分の製造負担の軽減も期待できる。各角部分が面取りされていなくてもよい。 The width W100 of the first surface portion 210 is approximately equal to the thickness W200 (7 mm) of the shaft material 200, but since the thickness W200 is thicker, the desired adhesive strength can be expected even if the width W100 is one time the thickness W200. Even if the first portion 200a has a shape that curves and bulges toward the gap S100, the effect of supplementing the strength of the shaft material 200 can be expected. Since the width W300 of the shaft material 200 is wider than the width W3 of the shaft material 2, it becomes easier to fix the plate materials 10a and 10b on the other specified space side to the third portion 200c with screws B, so the third surface portion 230 does not need to be rough, in other words, it may be a smooth surface similar to that of the first surface portion 210, and it is expected that the manufacturing burden of the roughening process will be reduced. Each corner portion does not need to be chamfered.

<本建築用パネルの組立方法>
図4に示すように、本建築用パネルPは、壁用パネルP1や天井用パネルP2であり、それぞれ共通の板材及び軸材を備え、共通の方法で組み立てられる。以降、組立方法の一例を壁用パネルP1にて説明し、上記一例と相違する点については、天井用パネルP2にて説明する。
<Assembly method of this architectural panel>
As shown in Fig. 4, the architectural panels P are a wall panel P1 and a ceiling panel P2, each of which has common plate materials and shaft materials and is assembled in a common manner. Hereinafter, an example of an assembly method will be explained for the wall panel P1, and differences from the above example will be explained for the ceiling panel P2.

図4の壁用パネルP1に示すように、所定空間R側に配置される板材1に対し、板材1よりも所定空間Rの外側から、軸材2は図2に示す第1面部21,21、軸材200は図3に示す第1面部210,210を、板材1の裏面に接着剤で接着して組み立てる。軸材2及び軸材200の接着前に、板材1の裏面の上下左右の端縁に予め所定の枠材Fを取り付けてもよく、この場合、軸材2及び軸材200を板材1の裏面に対して枠材Fより内寄りに接着する。軸材200を板材1の幅に対して所定のピッチ(例えば90cm)で配置することで、図3に示すような別の所定空間側の板材10a及び10bを取り付けられる。 As shown in the wall panel P1 in FIG. 4, the first surface portions 21, 21 of the shaft 2 shown in FIG. 2 and the first surface portions 210, 210 of the shaft 200 shown in FIG. 3 are glued to the back surface of the plate material 1, which is placed on the side of the specified space R, from the outside of the specified space R of the plate material 1. Before gluing the shaft material 2 and the shaft material 200, a specified frame material F may be attached in advance to the top, bottom, left and right edges of the back surface of the plate material 1. In this case, the shaft material 2 and the shaft material 200 are glued to the back surface of the plate material 1 closer to the inside than the frame material F. By arranging the shaft material 200 at a specified pitch (for example, 90 cm) with respect to the width of the plate material 1, the plate materials 10a and 10b on the other specified space side as shown in FIG. 3 can be attached.

図4の天井用パネルP2に示すように、板材の長手方向と同方向の軸材2aと、軸材2aと直交方向の軸材2bとを接着して組み立ててもよく、軸材2a及び2bの本数及び配置関係を限定しない。この場合、軸材2a又は軸材2bの一方に設けた切り欠き部分に、他方を嵌め込んでもよい。 As shown in ceiling panel P2 in Figure 4, the panel may be assembled by gluing together shaft material 2a in the same direction as the longitudinal direction of the plate material and shaft material 2b in a direction perpendicular to shaft material 2a, and the number and arrangement of shaft material 2a and 2b are not limited. In this case, shaft material 2a or shaft material 2b may be fitted into a notch provided in the other.

なお、本実施形態に示した建築用パネルは、上述した内容に限定されず、同等の効果を得られる限り、あらゆる部位の形状・位置・寸法や、部位同士の関係を含む。 The architectural panel shown in this embodiment is not limited to the above, and includes any shape, position, or size of any part, or any relationship between parts, as long as the same effect is obtained.

R 所定空間
P 建築用パネル、P1 壁用パネル、P2 天井用パネル
1 所定空間側の板材
10,10a,10b 他の所定空間側の板材
2,200 軸材
21,210 第1面部、22,220 第2面部、23 第3面部
2a,200a 第1部位、2b 第2部位、2c,200c 第3部位
S,S100 間隙
B ビス
F 枠材
R: specified space P: architectural panel, P1: wall panel, P2: ceiling panel 1: plate material on specified space side 10, 10a, 10b: plate material on other specified space side 2,200: shaft material 21, 210: first surface portion, 22, 220: second surface portion, 23: third surface portion 2a, 200a: first portion, 2b: second portion, 2c, 200c: third portion S, S100: gap B: screw F: frame material

Claims (5)

建築物内の所定空間側に配置される板材と、前記板材より前記所定空間の外側に配置される中空状の軸材とを備えた建築用パネルであって、
前記軸材は、発泡性樹脂製で、間隙を介して平行に並ぶ一対の第1面部を有し、前記第1面部を前記板材に接着した状態で配置される
ことを特徴とする建築用パネル。
A building panel comprising a plate material arranged on a predetermined space side in a building and a hollow shaft material arranged outside the predetermined space from the plate material,
The architectural panel is characterized in that the shaft material is made of a foamable resin, has a pair of first surface portions arranged in parallel with a gap therebetween, and is arranged in a state in which the first surface portions are adhered to the plate material.
建築物内の所定空間側に配置される板材と、前記板材より前記所定空間の外側に配置される中空状の軸材とを備えた建築用パネルであって、
前記軸材は、
間隙を介して平行に並ぶ一対の第1面部と、
前記所定空間から離れる方向に前記第1面部と連続している一対の第2面部と、
前記第1面部と平行かつ前記第2面部と連続していて前記第1面部より粗面である第3面部とを有し、
前記第1面部を前記板材に接着した状態で配置される
ことを特徴とする建築用パネル。
A building panel comprising a plate material arranged on a predetermined space side in a building and a hollow shaft material arranged outside the predetermined space from the plate material,
The shaft material is
A pair of first surfaces arranged in parallel with a gap therebetween;
A pair of second surfaces continuous with the first surface in a direction away from the predetermined space;
a third surface portion that is parallel to the first surface portion, continuous with the second surface portion, and has a rougher surface than the first surface portion;
A building panel, characterized in that the first surface portion is placed in a state where it is adhered to the board material .
前記第1面部の幅は、前記軸材の厚みの1倍~5倍である
ことを特徴とする請求項1又は2に記載の建築用パネル。
3. The architectural panel according to claim 1, wherein the width of the first surface portion is 1 to 5 times the thickness of the shaft member.
前記軸材は、第1軸材であり、
前記第1軸材とは別の第2軸材とをさらに備え、
前記第2軸材は、前記第1軸材の第1面部、第2面部、及び第3面部と同じように配置された第1面部、第2面部、及び第3面部を有し、
前記第2軸材の幅は、前記第1軸材の幅より広く、
前記第2軸材の第3面部は、粗面ではない
ことを特徴とする請求項に記載の建築用パネル。
The shaft material is a first shaft material,
Further comprising a second shaft member different from the first shaft member;
The second shaft member has a first surface portion, a second surface portion, and a third surface portion arranged in the same manner as the first surface portion, the second surface portion, and the third surface portion of the first shaft member,
The width of the second shaft is wider than the width of the first shaft,
3. The building panel according to claim 2 , wherein the third surface of the second shaft is not rough.
建築物内の所定空間側に配置される板材に、前記板材より前記所定空間の外側に配置され、間隙を介して平行に並ぶ一対の第1面部を有する中空状の発泡性樹脂製軸材を、前記第1面部から前記板材に接着する
ことを特徴とする建築用パネルの組立方法。
A method for assembling an architectural panel, characterized in that a hollow foamable resin shaft having a pair of first surfaces arranged parallel to each other with a gap therebetween, and positioned outside the specified space of a plate material to be placed on the side of a specified space within a building, is adhered to the plate material from the first surfaces.
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