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JP2018003344A - Building material panel, fixing structure of building material panel and attachment structure of attachment member to building material panel - Google Patents

Building material panel, fixing structure of building material panel and attachment structure of attachment member to building material panel Download PDF

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JP2018003344A
JP2018003344A JP2016128685A JP2016128685A JP2018003344A JP 2018003344 A JP2018003344 A JP 2018003344A JP 2016128685 A JP2016128685 A JP 2016128685A JP 2016128685 A JP2016128685 A JP 2016128685A JP 2018003344 A JP2018003344 A JP 2018003344A
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panel
building material
reinforcing
reinforcing material
building
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永上 修一
Shuichi Nagakami
修一 永上
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Meisei Industrial Co Ltd
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Meisei Industrial Co Ltd
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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Finishing Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a building material panel composed of a metal-sandwiched panel which can effectively improve rigidity while having a simple and low-cost structure.SOLUTION: A reinforcing material 40 is inserted into and fixed to a portion of a core grid 10 of joining end parts 30A, 30B of a rectangular wall panel 1 in which metal plates 20 are pasted to both faces of the core grid 10 in a state that the reinforcing material is not protruded from an end face of the core grid 10. The reinforcing material 40 is inserted into a substantially-intermediate part of the core grid 10 in a thickness direction, and includes a form for making the reinforcing material adhere to the core grid 10 with an adhesive. The wall panel 1 is fixed to a skeleton 5 with a machine screw 100 which is inserted into the reinforcing material 40, and fixing rigidity is improved by the reinforcing material 40, and the deformation of the panel is suppressed by the reinforcing material.SELECTED DRAWING: Figure 1

Description

本発明は、建物の屋根や壁等を構成する建材パネルに関する。また、建物の柱や梁等の構造部に建材パネルを固定する構造、および建材パネルに金具等の取り付け部材を取り付ける構造に関する。   The present invention relates to a building material panel constituting a roof or a wall of a building. The present invention also relates to a structure for fixing a building material panel to a structural part such as a column or beam of a building, and a structure for attaching a mounting member such as a metal fitting to the building material panel.

工場や倉庫、住宅等の建物の屋根や外壁、間仕切り壁等を、複数の矩形状のパネルを横方向あるいは縦横方向に接合して構築する場合がある(特許文献1〜4等)。このようなパネル工法は、簡易な施工、コスト削減および施工期間の短縮化等が可能であるという利点を有している。パネル工法に用いる建材パネルは、建物の種類や求められる機能等に応じて選択され、例えば、木製パネル、断熱性パネル、ALC(Autoclaved Light-weight Concrete)パネルと呼ばれる軽量気泡コンクリートパネル、軽量セメント成型パネル等の壁パネルや、石膏ボード等が挙げられる。また、2枚の薄い(例えば厚さ0.35mm)金属板の間に板状の断熱材を挟んだ金属サンドイッチパネルは、軽量でありながら高い強度、耐久性および断熱性を有しているため、採用が広まっている。   In some cases, roofs, outer walls, partition walls, and the like of buildings such as factories, warehouses, and houses are constructed by joining a plurality of rectangular panels in the horizontal direction or the vertical and horizontal directions (Patent Documents 1 to 4, etc.). Such a panel method has the advantage that simple construction, cost reduction, shortening of the construction period, and the like are possible. The building material panels used in the panel method are selected according to the type of building and the required functions. For example, wooden panels, thermal insulation panels, lightweight cellular concrete panels called ALC (Autoclaved Light-weight Concrete) panels, lightweight cement molding A wall panel such as a panel, a gypsum board and the like can be mentioned. In addition, a metal sandwich panel with a plate-shaped heat insulating material sandwiched between two thin (for example, 0.35 mm thick) metal plates is adopted because it is lightweight but has high strength, durability, and heat insulation. Is spreading.

特開2001−040800号公報JP 2001-040800 A 特開2008−014052号公報JP 2008-014052 A 特開2010−095926号公報JP 2010-095926 A 特開2011−188792号公報JP 2011-188792 A

ところで、例えば上記金属サンドイッチパネルは、パネルに対し片面側から厚さ方向に負荷がかかった場合、内部に存在する芯材パネルの継ぎ目やその継ぎ目付近が弱点となってそこに応力が集中し、パネルに撓みや曲がり、折れといった変形が生じたり、負荷が強い場合には金属板に変形が波及して金属板が破損する場合があった。このように金属サンドイッチパネルは強度の点で不十分な場合があり、よって簡素かつ低コストな構造ながら効果的に強度向上を図ることができる金属サンドイッチパネルからなる建材パネルの開発が望まれた。   By the way, for example, when the metal sandwich panel is loaded in the thickness direction from one side to the panel, the stress is concentrated on the seam of the core panel existing inside and the vicinity of the seam as a weak point, When the panel is deformed such as bent, bent or bent, or when the load is strong, the metal plate may be deformed and damaged. As described above, there are cases where the metal sandwich panel is insufficient in terms of strength. Therefore, it has been desired to develop a building material panel including a metal sandwich panel that can effectively improve the strength while having a simple and low-cost structure.

本発明は上記事情に鑑みてなされたものであり、簡素かつ低コストな構造ながら効果的に強度向上を図ることができる金属サンドイッチパネルからなる建材パネルを提供することを目的としている。   This invention is made | formed in view of the said situation, and it aims at providing the building material panel which consists of a metal sandwich panel which can aim at strength improvement effectively, although it is a simple and low-cost structure.

本発明の建材パネルは、パネル状の芯材の両面に金属板が貼り合わされ、端部が互いに接合される建材パネルであって、前記芯材の内部に、補強材が該芯材から突出しない状態に挿入されていることを特徴とする建材パネル(請求項1)。本発明では、前記補強材は、前記建材パネルの端部および/または該端部間の中間部に配置されていることを特徴とする(請求項2)。   The building material panel of the present invention is a building material panel in which metal plates are bonded to both sides of a panel-like core material and end portions are joined to each other, and the reinforcing material does not protrude from the core material inside the core material. A building material panel which is inserted into a state (Claim 1). In this invention, the said reinforcing material is arrange | positioned in the edge part of the said building material panel, and / or the intermediate part between this edge part (Claim 2), It is characterized by the above-mentioned.

本発明の建材パネルによれば、補強材によってパネル自体の強度が向上し、変形が生じにくいパネルが得られる。補強材は、芯材に形成したスリットに挿入することで、芯材に容易に挿入することができ、芯材に密着した状態とすることにより強度向上が効果的に得られる。補強材を芯材に挿入するといった簡素な構造であるため、低コストで強度向上を達成することができる。   According to the building material panel of the present invention, the strength of the panel itself is improved by the reinforcing material, and a panel that is not easily deformed is obtained. The reinforcing material can be easily inserted into the core material by being inserted into the slit formed in the core material, and the strength can be effectively improved by bringing the reinforcing material into close contact with the core material. Since it has a simple structure in which the reinforcing material is inserted into the core material, the strength can be improved at low cost.

本発明は、前記建材パネルは長方形状であり、前記補強材が当該建材パネルの長手方向に沿って延びている形態を含む(請求項3)。短辺および長辺を有する長方形状の建材パネルは比較的長手方向が湾曲するように撓みやすいものであるが、この形態ではその撓みが補強材によって抑えられ、パネル全体の剛性が向上する。   The present invention includes a form in which the building material panel has a rectangular shape and the reinforcing material extends along the longitudinal direction of the building material panel (Claim 3). A rectangular building material panel having a short side and a long side is easily bent so that the longitudinal direction is relatively curved. In this embodiment, the bending is suppressed by the reinforcing material, and the rigidity of the entire panel is improved.

本発明の建材パネルは、前記補強材は前記芯材の厚さ方向の略中間に配置されている形態を含む(請求項4)。この形態では、補強材を芯材の厚さ方向の略中間に位置付けて挿入することにより、パネルの表裏いずれの側においても強度を同等に向上させることができる。   The building material panel of the present invention includes a form in which the reinforcing material is disposed substantially in the middle of the core material in the thickness direction (Claim 4). In this embodiment, the strength can be equally improved on both the front and back sides of the panel by inserting the reinforcing material in the middle of the core in the thickness direction.

本発明の建材パネルは、前記補強材が接着剤によって前記芯材に接着されている形態を含む(請求項5)。この形態では、接着剤も強度向上に寄与し、補強材のみの場合よりもさらに強度の向上が図られる。   The building material panel of the present invention includes a form in which the reinforcing material is bonded to the core material with an adhesive (Claim 5). In this form, the adhesive also contributes to the strength improvement, and the strength can be further improved as compared with the case of only the reinforcing material.

本発明の建材パネルは、前記補強材は板状部材であり、その両面が前記金属板と略平行な状態に前記芯材に挿入されている形態を含む(請求項6)。   In the building material panel of the present invention, the reinforcing material is a plate-like member, and includes a form in which both surfaces thereof are inserted into the core material in a state substantially parallel to the metal plate (Claim 6).

本発明の建材パネルでは、前記補強材が、幅方向の両端部に折り曲げ部が形成されている形態(請求項7)、前記補強材が、自身の長手方向に延びるリブが形成されている形態(請求項8)、前記補強材の断面形状が、波形状、空洞を有する矩形状、または波形状かつ空洞を有する矩形状のいずれかである形態(請求項9)を含む。これら形態では補強材自体の強度の向上が図られ、建材パネルの強度向上がさらに促進する。   In the building material panel of the present invention, the reinforcing material has a form in which bent portions are formed at both ends in the width direction (Claim 7), and the reinforcing material has a form in which ribs extending in the longitudinal direction of the reinforcing material are formed. (Claim 8) The cross-sectional shape of the reinforcing material includes a wave shape, a rectangular shape having a cavity, or a shape having a wave shape and a rectangular shape having a cavity (Claim 9). In these forms, the strength of the reinforcing material itself is improved, and the strength of the building material panel is further promoted.

次に、本発明の建材パネルの固定構造は、請求項1〜9のいずれかに記載の建材パネルを建物の構造部に固定する構造であって、該構造部に、前記補強材と少なくとも一方の前記金属板とを固定することを特徴とする(請求項10)。ここで言う構造部は、柱や梁、アングル等の骨組み材、胴縁、母屋等の受け部材、躯体等を言う。   Next, the building material panel fixing structure according to the present invention is a structure for fixing the building material panel according to any one of claims 1 to 9 to a structural part of a building, and the structural part includes at least one of the reinforcing material and the reinforcing part. The metal plate is fixed. (Claim 10). The structural part mentioned here refers to a frame, a beam, a frame material such as an angle, a trunk edge, a receiving member such as a purlin, a frame, and the like.

この発明では、建材パネルを建物の構造部にビス等のねじ部材で固定する際に、金属板とともに補強材も共締めするなどの手法で固定することにより、金属板のみを固定する場合と比べて固定強度が向上する。また、例えば柱と柱の間に建材パネルを施工する場合、従来はそれら柱の間に設けた胴縁にも建材パネルを固定していたところを、補強材が胴縁の代わりとなることで胴縁を設けることなく、あるいは数を少なくした状態でも、建物への固定強度を十分に確保することができる。このため、胴縁の省略あるいは削減が可能となり、その結果、建築コストを抑えることができる。   In this invention, when fixing a building material panel to a structural part of a building with a screw member such as a screw, by fixing the reinforcing material together with the metal plate, it is fixed as compared with the case of fixing only the metal plate. Fixing strength is improved. Also, for example, when building material panels are constructed between pillars, the building material panels are conventionally fixed to the trunk edges provided between the pillars. It is possible to sufficiently secure the fixing strength to the building without providing a trunk edge or even in a state where the number is reduced. For this reason, omission or reduction of a trunk edge is attained, As a result, construction cost can be held down.

また、本発明の建材パネルへの取り付け部材の取り付け構造は、請求項1〜9のいずれかに記載の建材パネルに取り付け部材を取り付ける取り付け構造であって、前記両面の金属板のうちの一方の金属板と前記補強材とを貫通し、その先端が前記芯材中にとどまった状態とされるねじ部材によって、該一方の金属板に取り付け部材を取り付けることを特徴とする(請求項11)。   Moreover, the attachment structure of the attachment member to the building material panel of this invention is an attachment structure which attaches an attachment member to the building material panel in any one of Claims 1-9, Comprising: One of the metal plates of the said both surfaces An attachment member is attached to the one metal plate by a screw member that penetrates the metal plate and the reinforcing material and whose tip remains in the core material (claim 11).

この発明では、建材パネルに金具等の取り付け部材を取り付ける場合、その取り付け部材を補強材がある箇所の一方の金属板に重ね合わせ、取り付け部材、金属板および補強材にビス等のねじ部材をねじ込んで取り付け部材を金属板に締結して固定する。ねじ部材は、取り付け部材と金属板の重畳部と、補強材との、離間した2点を貫通しており、取り付け部材は、これら2点で支持される。このため建材パネルに対する取り付け部材の固定強度が向上する。また、ねじ部材は先端が芯材中にとどまっており当該建材パネルを表裏にわたって貫通しないため、ねじ部材の貫通に起因する漏水や雨漏り等が抑えられるとともに、ねじ部材が熱橋となってパネルの表裏間の温度移動が発生するといった不具合が起こりにくく、その結果、断熱性が確保される。   In this invention, when attaching a mounting member such as a metal fitting to a building material panel, the mounting member is overlapped on one metal plate at a location where the reinforcing material is present, and a screw member such as a screw is screwed into the mounting member, the metal plate and the reinforcing material. Then, the mounting member is fastened and fixed to the metal plate. The screw member passes through two spaced apart points of the overlapping portion of the mounting member and the metal plate, and the reinforcing material, and the mounting member is supported at these two points. For this reason, the fixing strength of the attachment member with respect to a building material panel improves. In addition, since the tip of the screw member remains in the core material and does not penetrate the building material panel across the front and back, water leakage or rain leakage due to the penetration of the screw member is suppressed, and the screw member becomes a thermal bridge and the panel Problems such as temperature transfer between the front and back are unlikely to occur, and as a result, heat insulation is ensured.

本発明の建材パネルによれば、芯材に挿入された補強材により、簡素かつ低コストな構造ながら効果的に強度向上が図られるといった効果が奏される。また、本発明の建材パネルを構造部に固定したり、本発明の建材パネルに取り付け部材を取り付けたりする場合には、補強材を利用して固定することにより、固定強度の向上が図られるといった効果が奏される。   According to the building material panel of the present invention, the reinforcing material inserted into the core material has an effect that the strength can be effectively improved with a simple and low-cost structure. In addition, when the building material panel of the present invention is fixed to the structure part or the mounting member is attached to the building material panel of the present invention, the fixing strength is improved by fixing using a reinforcing material. An effect is produced.

本発明の一実施形態に係る壁パネルを縦張りとして壁を構築する状態を示す(a)正面図、(b)側断面図である。It is the (a) front view and the (b) side sectional view showing the state where a wall is built using the wall panel concerning one embodiment of the present invention as the upholstery. 本発明の一実施形態に係る屋根パネルによって屋根を構築する状態を示す斜視図である。It is a perspective view which shows the state which builds a roof with the roof panel which concerns on one Embodiment of this invention. 一実施形態の壁パネルの内部構造および接合構造を示す横断面図である。It is a cross-sectional view which shows the internal structure and joining structure of the wall panel of one Embodiment. 同壁パネルの補強材を挿入する前の状態を示す斜視図である。It is a perspective view which shows the state before inserting the reinforcement material of the same wall panel. 同壁パネルの躯体への固定構造を示す一部断面側面図である。It is a partial cross section side view which shows the fixation structure to the housing of the same wall panel. 一実施形態の補強材の種々の断面形状例を示す図である。It is a figure which shows the example of various cross-sectional shapes of the reinforcing material of one Embodiment. 一実施形態の壁パネルを横張りとして壁を構築する状態を示す正面図である。It is a front view which shows the state which constructs | assembles a wall by making the wall panel of one Embodiment into horizontal stretch. 一実施形態の壁パネルで構築した壁にシャッター装置を設けた状態を示す正面図である。It is a front view which shows the state which provided the shutter apparatus in the wall constructed | assembled with the wall panel of one Embodiment. 図8の壁パネルの固定構造およびシャッター装置の一部断面側面図である。FIG. 9 is a partial cross-sectional side view of the wall panel fixing structure and the shutter device of FIG. 8. 一実施形態の屋根パネルへの金具の取り付け構造を示す一部断面正面図である。It is a partial cross section front view which shows the attachment structure of the metal fitting to the roof panel of one Embodiment. パネルの他の実施形態を示す端面図である。It is an end view which shows other embodiment of a panel.

以下、図面を参照して本発明の建材パネルを壁パネルおよび屋根パネルに適用した実施形態を説明する。   Hereinafter, an embodiment in which a building material panel of the present invention is applied to a wall panel and a roof panel will be described with reference to the drawings.

[1]壁パネルおよび屋根パネルの実施形態
(構造)
図1は、本発明の一実施形態に係る壁パネル1を複数接合して壁を構築する状態を示し、図2は、本発明の一実施形態に係る屋根パネル2を複数接合して傾斜する屋根を構築する状態を示している。壁パネル1および屋根パネル2は長方形状の断熱パネルであって基本構成が同一である。その構成は図3の壁パネル1に示すように、断熱材からなるパネル状の芯材10の両面に金属板20が貼り合わされた金属サンドイッチパネルであり、両端部に、互いに嵌合する接合端部30A,30Bが形成されている。
[1] Embodiment (structure) of wall panel and roof panel
FIG. 1 shows a state in which a plurality of wall panels 1 according to an embodiment of the present invention are joined to construct a wall, and FIG. 2 is inclined by joining a plurality of roof panels 2 according to an embodiment of the present invention. The state of building a roof is shown. The wall panel 1 and the roof panel 2 are rectangular heat insulation panels and have the same basic configuration. As shown in the wall panel 1 of FIG. 3, the configuration is a metal sandwich panel in which metal plates 20 are bonded to both surfaces of a panel-like core material 10 made of a heat insulating material. Portions 30A and 30B are formed.

芯材10の材質は限定されないが、例えばポリスチレン等の断熱性を有する軽量樹脂発泡材が用いられる。芯材10の厚さは、例えば25〜100mmとされる。金属板20も材質は限定されないが、鋼板が好適であり、例えば、溶融55%アルミニウム−亜鉛合金メッキ鋼板(ガルバリウム鋼板(登録商標))や亜鉛−アルミニウム6%−マグネシウム3%メッキ鋼板(例えば日新製鋼(株)製のZAM:登録商標)、あるいはカラー鋼板等が用いられる。金属板20は弾性変形可能な厚さ(例えば0.35〜0.5mm程度)を有し、芯材10の両面に適宜な接着剤を用いて接着されている。壁パネル1の全体寸法は任意であって施工する壁に対応したものとされるが、例えば、縦方向長さ:1800〜13000mm、幅:400〜1200mm、厚さ:25〜100mmといった寸法例が挙げられる。   Although the material of the core material 10 is not limited, for example, a lightweight resin foam material having heat insulating properties such as polystyrene is used. The thickness of the core material 10 is set to, for example, 25 to 100 mm. The material of the metal plate 20 is not limited, but a steel plate is preferable. For example, a molten 55% aluminum-zinc alloy plated steel plate (Galvalium steel plate (registered trademark)) or zinc-aluminum 6% -magnesium 3% plated steel plate (for example, Japan ZAM (registered trademark) manufactured by Shin Steel Co., Ltd., or a color steel plate is used. The metal plate 20 has an elastically deformable thickness (for example, about 0.35 to 0.5 mm), and is bonded to both surfaces of the core material 10 using an appropriate adhesive. The overall dimensions of the wall panel 1 are arbitrary and correspond to the wall to be constructed. For example, there are dimension examples such as longitudinal length: 1800 to 13000 mm, width: 400 to 1200 mm, and thickness: 25 to 100 mm. Can be mentioned.

壁パネル1は、上記のように長手方向に延びる両側端部に接合端部30A,30Bを有している。図3に示すように、一端側(図中、左側)の接合端部30Aには、厚さが減じられることにより凸部31が形成されている。一方、他端部(図中、右側)の接合端部30Bには、両面の金属板20が折り曲げ加工された突出部25が形成され、これら突出部25の内側に凸部31が嵌合する溝部35が形成されている。接合端部30Aの凸部31の金属板20には外側に突出する断面三角形状の凸条21が形成されており、接合端部30Bの金属板20の突出部25の先端には内側に膨らむ断面涙滴形状の膨出部26が形成されている。凸条21および膨出部26は、壁パネル1の長手方向に沿って延びている。   As described above, the wall panel 1 has joint end portions 30A and 30B at both end portions extending in the longitudinal direction. As shown in FIG. 3, a convex portion 31 is formed at the joint end portion 30 </ b> A on one end side (left side in the drawing) by reducing the thickness. On the other hand, at the joint end 30B at the other end (right side in the figure), protrusions 25 are formed by bending the metal plates 20 on both sides, and the protrusions 31 are fitted inside these protrusions 25. A groove portion 35 is formed. The metal plate 20 of the convex portion 31 of the joining end 30A is formed with a protruding section 21 having a triangular cross section projecting outward, and bulges inward at the tip of the projecting portion 25 of the metal plate 20 of the joining end 30B. A bulging portion 26 having a teardrop-shaped cross section is formed. The ridges 21 and the bulging portions 26 extend along the longitudinal direction of the wall panel 1.

接合端部30A,30Bは、溝部35に凸部31を嵌合させて接合状態となる。嵌合する際には、金属板20の突出部25が弾性変形しながら膨出部26が凸条21を乗り越え、凸条21が膨出部26より奥に入り込み、突出部25が平坦な状態に復帰する。接合端部30A,30Bは、凸条21が膨出部26に当接することで容易に外れないようになされる。   The joining end portions 30A and 30B are brought into a joined state by fitting the convex portion 31 into the groove portion 35. When fitting, the protruding portion 25 of the metal plate 20 is elastically deformed while the bulging portion 26 gets over the protruding ridges 21, the protruding ridges 21 go deeper than the protruding portions 26, and the protruding portions 25 are flat. Return to. The joining end portions 30 </ b> A and 30 </ b> B are configured so as not to be easily detached by the protrusions 21 coming into contact with the bulging portion 26.

図3および図4に示すように、壁パネル1の両側の接合端部30A,30Bにおける芯材10の部分には、壁パネル1の全長にわたり、かつ、芯材10の端面から突出しない状態に、長尺な補強材40が挿入され、固定されている。補強材40は単純な帯状の板材であって剛性を有している。補強材40は芯材10の厚さ方向の中間に位置付けられ、その両面が金属板20と平行で、長手方向が壁パネル1の長手方向に沿った状態に挿入されている。補強材40は、剛性を備える上で材質および厚さが選択され、例えば、金属、プラスチック、木材、セメント板、窯業系材料等で形成されたものである。補強材40の寸法はパネルの寸法等に応じて適宜選択されるが、例えば、厚さ:0.5〜5mm、幅:20〜200mm といった寸法例が挙げられる。   As shown in FIGS. 3 and 4, the portions of the core member 10 at the joint end portions 30 </ b> A and 30 </ b> B on both sides of the wall panel 1 extend over the entire length of the wall panel 1 and do not protrude from the end face of the core member 10. A long reinforcing member 40 is inserted and fixed. The reinforcing member 40 is a simple belt-like plate material and has rigidity. The reinforcing member 40 is positioned in the middle of the thickness direction of the core member 10, and both sides thereof are parallel to the metal plate 20, and the longitudinal direction is inserted in a state along the longitudinal direction of the wall panel 1. The material and thickness of the reinforcing material 40 are selected for providing rigidity, and are formed of, for example, metal, plastic, wood, cement board, ceramic material, or the like. Although the dimension of the reinforcing material 40 is suitably selected according to the dimension of a panel etc., the dimension example of thickness: 0.5-5mm and width: 20-200mm is mentioned, for example.

芯材10に補強材40を挿入するには、図4に示すように、芯材10の補強材40を挿入する部分にスリット11を形成し、そのスリット11に補強材40を差し込む。補強材40は芯材10に密着する状態でスリット11に挿入される。あるいは、スリット11の内面もしくは補強材40の表面、またはスリット11の内面と補強材40の表面の双方に、適宜な接着剤を塗布し、次いで補強材40をスリット11に挿入することで、補強材40を芯材10に接着した状態としてもよい。   In order to insert the reinforcing material 40 into the core material 10, as shown in FIG. 4, the slit 11 is formed in the portion of the core material 10 where the reinforcing material 40 is inserted, and the reinforcing material 40 is inserted into the slit 11. The reinforcing member 40 is inserted into the slit 11 while being in close contact with the core member 10. Alternatively, an appropriate adhesive is applied to the inner surface of the slit 11 or the surface of the reinforcing material 40, or both the inner surface of the slit 11 and the surface of the reinforcing material 40, and then the reinforcing material 40 is inserted into the slit 11 to reinforce. The material 40 may be bonded to the core material 10.

図1では、長手方向を上下方向にして立てた縦張りの複数の壁パネル1を上下の梁等の躯体(構造部)5に固定しながら横方向に接合していき、壁を構築している。壁パネル1は、上下の端部の片面側の金属板20を躯体5に重ね合わせ、表面側の金属板20に打ち込んだタッピングビス等のビス(ねじ部材)100を壁パネル1に貫通させ躯体5にねじ込むことにより、躯体5に締結される。ビス100を貫通させる固定箇所は、補強材40を貫通する四隅と幅方向中間部の2箇所で、上下3箇所ずつ、計6箇所である。図5は、補強材40をビス100が貫通する部分を示しており、ビス100によって表裏の金属板20および補強材40を含む壁パネル1全体が躯体5に固定される。   In FIG. 1, a plurality of vertically extending wall panels 1 with the longitudinal direction set up and down are joined to each other in a horizontal direction while being fixed to a frame (structure part) 5 such as an upper and lower beam to construct a wall. Yes. The wall panel 1 includes a metal plate 20 on one side of the upper and lower ends overlapped with the housing 5, and a screw (screw member) 100 such as a tapping screw driven into the metal plate 20 on the surface side is passed through the wall panel 1. By being screwed into 5, the housing 5 is fastened. There are two fixing points through which the screw 100 passes, two at the four corners penetrating the reinforcing member 40 and the middle portion in the width direction, and three at the top and the bottom, for a total of six. FIG. 5 shows a portion where the screw 100 passes through the reinforcing member 40, and the entire wall panel 1 including the front and back metal plates 20 and the reinforcing member 40 is fixed to the housing 5 by the screw 100.

図2は、長手方向を傾斜方向と平行にして母屋(構造部)6上に載置した複数の屋根パネル2を母屋6に固定しながら横方向(桁行方向)に接合していき、屋根を構築している状態を示している。母屋6は水平方向に延びる受け部材であり、傾斜方向に間隔をおいて複数設けられている。屋根パネル2は、上下の端部の裏面側の金属板20を母屋6に重ね合わせ、表面側の金属板20に打ち込んだタッピングビス等のビス100を屋根パネル2に貫通させ母屋6にねじ込むことにより、母屋6に締結される。ビス100による固定構造は壁パネル1と同様であり、1枚の屋根パネル2の固定箇所は、両側の補強材40を貫通する上下2箇所ずつの計4箇所である。   FIG. 2 shows a case where a plurality of roof panels 2 placed on a purlin (structure part) 6 with the longitudinal direction parallel to the inclination direction are joined to the main purlin 6 while being joined in the lateral direction (column direction). It shows the state of construction. The purlin 6 is a receiving member extending in the horizontal direction, and a plurality of purlins 6 are provided at intervals in the inclination direction. In the roof panel 2, the metal plates 20 on the back surfaces of the upper and lower ends are overlapped with the main building 6, and screws 100 such as tapping screws driven into the metal plate 20 on the front surface are passed through the roof panel 2 and screwed into the main building 6. Thus, the main building 6 is fastened. The fixing structure with the screws 100 is the same as that of the wall panel 1, and the fixing points of one roof panel 2 are a total of four places, two on the upper and lower sides penetrating the reinforcing members 40 on both sides.

(効果)
上記実施形態の壁パネル1および屋根パネル2によれば、補強材40によってパネル自体の強度が向上し、変形が生じにくいパネルが得られる。補強材40は、芯材10に形成したスリット11に挿入することで、芯材10に容易に挿入することができ、芯材10に密着した状態とすることにより強度向上が効果的に得られる。補強材40を芯材10に挿入して固定するといった簡素な構造であるため、低コストで強度向上を達成することができる。また、短辺および長辺を有する長方形状の壁パネル1は、比較的長手方向が湾曲するように撓みやすいものであるが、補強材40が長手方向全長にわたって芯材10に埋め込んだ状態となっているため、撓みは補強材40によって抑えられ、パネル全体の剛性が向上する。
(effect)
According to the wall panel 1 and the roof panel 2 of the above-described embodiment, the strength of the panel itself is improved by the reinforcing material 40, and a panel that is not easily deformed is obtained. The reinforcing material 40 can be easily inserted into the core material 10 by being inserted into the slit 11 formed in the core material 10, and the strength improvement can be effectively obtained by being in close contact with the core material 10. . Since the reinforcing member 40 has a simple structure in which the reinforcing member 40 is inserted into the core member 10 and fixed, the strength can be improved at low cost. Further, the rectangular wall panel 1 having the short side and the long side is easily bent so that the longitudinal direction is relatively curved, but the reinforcing material 40 is embedded in the core material 10 over the entire length in the longitudinal direction. Therefore, the bending is suppressed by the reinforcing material 40, and the rigidity of the entire panel is improved.

また、補強材40を接着剤によって芯材10に接着させると、接着剤も強度向上に寄与し、補強材40のみの場合よりもさらに強度の向上が図られる。また、補強材40は芯材10の厚さ方向の略中間に位置付けられて挿入されているため、パネルの表裏いずれの側においても強度が同等に向上したものとなる。   Further, when the reinforcing material 40 is bonded to the core material 10 with an adhesive, the adhesive also contributes to the strength improvement, and the strength can be further improved as compared with the case of the reinforcing material 40 alone. Further, since the reinforcing member 40 is positioned and inserted approximately in the middle of the core member 10 in the thickness direction, the strength is equally improved on both the front and back sides of the panel.

壁パネル1を躯体5に固定する構造、および屋根パネル2を母屋6に固定する構造にあっては、ビス100により表裏の金属板20とともに補強材40を共締めした状態で固定している。このため、金属板20のみを固定する場合に比して固定強度が向上する。   In the structure in which the wall panel 1 is fixed to the housing 5 and the structure in which the roof panel 2 is fixed to the main building 6, the reinforcing material 40 is fixed together with the metal plates 20 on the front and back sides by screws 100. For this reason, compared with the case where only the metal plate 20 is fixed, the fixing strength is improved.

壁パネル1においては、上下の躯体5の間の間隔が大きい場合では、躯体5間に躯体5と平行に設けた横胴縁にも壁パネル1を固定する構造が採られる。しかし、補強材40がそのような横胴縁の代わりとなるため、横胴縁を設けることなく、あるいは横胴縁の数を減らしても、躯体5への固定強度を十分に確保することができるとともに、壁パネル1の撓み等の変形を抑えることができる。このため、建築コストを抑えることができる。また、屋根パネル2に関しても同様であり、補強材40を内蔵することによって母屋5の数を減らすことができる。   In the wall panel 1, when the space | interval between the upper and lower housings 5 is large, the structure which fixes the wall panel 1 also to the horizontal trunk edge provided in parallel with the housings 5 between the housings 5 is taken. However, since the reinforcing member 40 replaces such a horizontal trunk edge, it is possible to sufficiently secure the fixing strength to the housing 5 without providing a horizontal trunk edge or reducing the number of horizontal trunk edges. In addition, deformation such as bending of the wall panel 1 can be suppressed. For this reason, construction cost can be held down. The same applies to the roof panel 2, and the number of purlins 5 can be reduced by incorporating the reinforcing member 40.

[2]補強材の形態
上記補強材40は単純な板であるが、補強材40としては、スリット11に挿入可能な板状でありながら断面形状が様々な形態であってよい。図6はその例であって、(a)矩形の波形状で幅方向両端部に折り曲げ部が形成されている形状、(b)弧状の波形状、(c)幅方向両端部に片面側(図で上側)に折り曲げ加工された折り曲げ部が形成されている形状、(d)弧状の波形状で幅方向両端部に片面側(図で上側)に折り曲げ加工された折り曲げ部が形成されている形状、(e)幅方向両端部に互い違いに折り曲げ加工された折り曲げ部が形成されている形状、(f)空洞を有する長方形状、(g)波形状かつ空洞を有する形状、を示している。また、図6(h)のように表面に補強材自身の長手方向に延びる複数のリブを形成したものも採用することができる。これら形態では補強材自体の強度の向上が図られ、パネルの強度向上がさらに促進する。
[2] Form of Reinforcing Material Although the reinforcing material 40 is a simple plate, the reinforcing material 40 may have various cross-sectional shapes although it is a plate shape that can be inserted into the slit 11. FIG. 6 is an example of this, (a) a rectangular wave shape in which bent portions are formed at both ends in the width direction, (b) an arc-shaped wave shape, and (c) one side on both ends in the width direction ( A shape in which a bent portion is formed on the upper side in the figure, (d) an arcuate wave shape, and a bent portion in which one side (the upper side in the figure) is bent is formed on both ends in the width direction. The shape, (e) the shape in which the bending part by which bending was alternately carried out is formed in the both ends of the width direction, (f) the rectangular shape which has a cavity, (g) the shape which has a wave shape and a cavity is shown. Moreover, what formed the some rib extended in the longitudinal direction of reinforcement material itself on the surface like FIG.6 (h) is also employable. In these forms, the strength of the reinforcing material itself is improved, and the strength of the panel is further improved.

[3]壁パネルの適用例
図1では、壁パネル1が縦張りの形態を示したが、図7に示すように長手方向を水平方向に沿わせた横張りの形態で壁を構築する場合もある。この場合には、長手方向の両端部を柱(構造部)7に対しビス100で固定しながら、下方から上方に壁パネル1を積層して接合していき壁を構築する。
[3] Application Example of Wall Panel In FIG. 1, the wall panel 1 shows a vertically stretched form. However, as shown in FIG. 7, a wall is constructed in a horizontally stretched form in which the longitudinal direction is aligned horizontally. There is also. In this case, the wall panel 1 is laminated and joined from the bottom to the top while both ends in the longitudinal direction are fixed to the pillar (structure portion) 7 with the screws 100 to construct a wall.

ビス100を打ち込む柱7への固定箇所は縦張りの場合と同様であって、補強材40を貫通する四隅と補強材40の間の2箇所の左右3箇所ずつ、計6箇所であり、図5に示した構造と同様に、ビス100により表裏の金属板20とともに補強材40を共締めした状態で固定している。   The fixing points to the pillar 7 into which the screws 100 are driven are the same as in the case of the vertical tension, and there are a total of six points, three on each of the left and right sides between the four corners penetrating the reinforcing member 40 and the reinforcing member 40. Similarly to the structure shown in FIG. 5, the reinforcing member 40 is fixed together with the metal plates 20 on the front and back sides by screws 100.

横張りの場合には、左右の柱7の間隔が大きい場合では、柱7間に柱7と平行に設けた縦胴縁にも壁パネル1を固定する構造が採られる。しかし、補強材40がそのような縦胴縁の代わりとなるため、縦胴縁を設けることなく、あるいは縦胴縁の数を減らしても、柱7への固定強度を十分に確保することができるとともに、壁パネル1の撓み等の変形を抑えることができる。このため、建築コストを抑えることができる。   In the case of the horizontal stretch, when the distance between the left and right pillars 7 is large, a structure in which the wall panel 1 is fixed also to the vertical trunk edge provided in parallel with the pillars 7 between the pillars 7 is adopted. However, since the reinforcing member 40 substitutes for such a vertical body edge, it is possible to sufficiently secure the fixing strength to the column 7 without providing the vertical body edge or even by reducing the number of the vertical body edges. In addition, deformation such as bending of the wall panel 1 can be suppressed. For this reason, construction cost can be held down.

次に、図8は、建物が例えば倉庫や工場等であって外壁や間仕切り等の壁の一部に間口8を設け、その間口8を開閉する上方巻き取り式のシャッター装置200を装備した状態を示している。壁には、床から天井にわたる壁パネル1Aと、間口8の上方の短い壁パネル1Bとが用いられている。これら壁パネル1A,1Bの構成は図3に示した壁パネル1と同様であり、両側の接合端部の芯材10に補強材40が挿入されている。間口8は、その両側の壁パネル1Aと、これら壁パネル1A間にわたって架け渡された溝型鋼からなるアングル(構造部)150とによって形成されている。   Next, FIG. 8 shows a state in which the building is a warehouse or a factory, for example, and an opening 8 is provided in a part of a wall such as an outer wall or a partition, and an upper winding shutter device 200 that opens and closes the opening 8 is installed. Is shown. As the wall, a wall panel 1A extending from the floor to the ceiling and a short wall panel 1B above the frontage 8 are used. The structure of these wall panels 1A and 1B is the same as that of the wall panel 1 shown in FIG. 3, and the reinforcing material 40 is inserted in the core material 10 of the joint edge part of both sides. The frontage 8 is formed by wall panels 1A on both sides thereof, and an angle (structure part) 150 made of channel steel spanned between the wall panels 1A.

図9は、間口8の上方の短い壁パネル1Bの固定構造を示しており、壁パネル1Bの下端部はアングル150の溝部に嵌合された状態で固定され、上端部はスラブ9の下面に一対のL字型のアングル(構造部)160を介して固定されている。   FIG. 9 shows a fixing structure of the short wall panel 1B above the frontage 8. The lower end portion of the wall panel 1B is fixed in a state of being fitted in the groove portion of the angle 150, and the upper end portion is attached to the lower surface of the slab 9. It is fixed via a pair of L-shaped angles (structure parts) 160.

壁パネル1Bの下端部をアングル150に固定するには、その下端部をアングル150の溝部に落とし込んで嵌合させ、一方のアングル150に通したボルト(ねじ部材)120を壁パネル1Bに貫通させナット121で締結することでなされる。1枚の壁パネル1Bの下端部のボルト120・ナット121によるアングル150への固定箇所は、補強材40を貫通する両端部の2箇所であり、ボルト120は表裏の金属板20、芯材10および補強材40を貫通している。   In order to fix the lower end portion of the wall panel 1B to the angle 150, the lower end portion is dropped into the groove portion of the angle 150 and fitted, and a bolt (screw member) 120 passed through one angle 150 is passed through the wall panel 1B. This is done by fastening with a nut 121. The fixing points to the angle 150 by the bolts 120 and nuts 121 at the lower end of one wall panel 1B are two places at both ends passing through the reinforcing material 40. The bolts 120 are the metal plate 20 and the core material 10 on the front and back sides. And the reinforcing material 40 is penetrated.

また、壁パネル1Bの上端部をスラブ9に固定するには、その上端部をL字型のアングル160で挟み、各アングル160をアンカーボルト110でスラブ9に固定し、一方のアングル160に通したボルト120を壁パネル1Bに貫通させナット121で締結することでなされる。1枚の壁パネル1Bの上端部のボルト120・ナット121によるアングル160への固定箇所は、補強材40を貫通する両端部と幅方向中間部の3箇所である。補強材40を貫通する両端部においては、ボルト120は表裏の金属板20、芯材10および補強材40を貫通している。   Further, in order to fix the upper end portion of the wall panel 1B to the slab 9, the upper end portion is sandwiched between L-shaped angles 160, and each angle 160 is fixed to the slab 9 with anchor bolts 110, and is passed through one angle 160. The bolt 120 is passed through the wall panel 1 </ b> B and fastened with a nut 121. The fixing points of the upper end of one wall panel 1B to the angle 160 by the bolts 120 and the nuts 121 are three positions, both ends passing through the reinforcing member 40 and the intermediate portion in the width direction. The bolts 120 penetrate the front and back metal plates 20, the core member 10, and the reinforcing member 40 at both ends that penetrate the reinforcing member 40.

間口8の両側の壁を構成する壁パネル1Aにおいては、上端部が壁パネル1Bと同様の固定構造によりアングル160を介してスラブ9に固定される。また、下端部は図示せぬアングル等によって床スラブ等に固定されるが、その固定構造においても、補強材40にボルトを通しナットで締結するなどして補強材40が利用される。   In the wall panel 1A constituting the walls on both sides of the frontage 8, the upper end is fixed to the slab 9 via the angle 160 by the same fixing structure as the wall panel 1B. The lower end is fixed to a floor slab or the like by an angle (not shown) or the like, but also in the fixing structure, the reinforcing member 40 is used by passing a bolt through the reinforcing member 40 and fastening it with a nut.

図9に示すように、間口8の上縁を構成するアングル150の下面には、フレーム210を介してシャッター装置200が吊り下げ状態で固定されている。シャッター装置200はシャッターボックス201、シャッターボックス201内に収容された巻き取りシャフト202、巻き取りシャフト202に巻き取られ間口8を開閉するスラット203等を具備する。   As shown in FIG. 9, the shutter device 200 is fixed in a suspended state via a frame 210 to the lower surface of the angle 150 that constitutes the upper edge of the frontage 8. The shutter device 200 includes a shutter box 201, a winding shaft 202 accommodated in the shutter box 201, a slat 203 that is wound around the winding shaft 202 and opens and closes the opening 8.

間口8を開閉するシャッター装置200が設けられた壁においては、シャッター装置200の荷重を十分に支持可能な強度が必要であり、重量シャッターの場合には特に高い強度が求められる。そのため、従来は例えば間口8の上方の壁に壁補強部材を別途設けていた。しかしこの実施形態では、壁パネル1A,1Bは、接合端部に補強材40が挿入されて強度が向上したものであり、かつ、その補強材40がアングル150,160に固定されているため、壁全体の強度が向上している。したがって壁補強部材を別途設けることを省略することができ、その結果、建築コストを抑えることができる。   The wall provided with the shutter device 200 for opening and closing the frontage 8 needs to be strong enough to support the load of the shutter device 200, and particularly high strength is required in the case of a heavy shutter. Therefore, conventionally, for example, a wall reinforcing member is separately provided on the wall above the frontage 8. However, in this embodiment, the wall panels 1A and 1B have the strength improved by inserting the reinforcing material 40 at the joint ends, and the reinforcing material 40 is fixed to the angles 150 and 160. The strength of the entire wall is improved. Therefore, it is possible to omit providing the wall reinforcing member separately, and as a result, the construction cost can be suppressed.

[4]補強材の利用例
図10は、図2に示した屋根パネル2に、金具(取り付け部材)300を取り付けた例を示している。金具300は、例えば樋や付属物等を屋根に取り付けるためのステー等であって必要箇所に金属板20に重ね合わせて固定されるものである。図10に示す金具300はL字のアングルで構成され、屋根パネル2の補強材40がある両側の接合端部の金属板20に重ね合わせて固定されており、右側の金具300は屋外側(図10で上側)の金属板20に取り付けられ、左側の金具300は屋内側(図10で下側)の金属板20に取り付けられている。これら金具300は、金具300に通したビス100を金属板20と補強材40にねじ込んで固定されている。ビス100は、金具300が重ね合わせられた金属板20と補強材40を貫通し、その先の先端は芯材10中にとどまっている。すなわちビス100の先端は反対側の金属板20を貫通せず露出していない。
[4] Application Example of Reinforcing Material FIG. 10 shows an example in which a metal fitting (attachment member) 300 is attached to the roof panel 2 shown in FIG. The metal fitting 300 is, for example, a stay or the like for attaching a bag or an accessory to the roof, and is fixed to the metal plate 20 by being overlapped with a necessary portion. The metal fitting 300 shown in FIG. 10 is configured with an L-shaped angle, and is superposed on and fixed to the metal plates 20 at the joint ends on both sides where the reinforcing member 40 of the roof panel 2 is located. The metal fitting 20 on the left side is attached to the metal plate 20 on the indoor side (lower side in FIG. 10). These metal fittings 300 are fixed by screwing screws 100 passed through the metal fittings 300 into the metal plate 20 and the reinforcing material 40. The screw 100 passes through the metal plate 20 and the reinforcing member 40 on which the metal fitting 300 is superimposed, and the tip of the tip remains in the core member 10. That is, the tip of the screw 100 does not penetrate the opposite metal plate 20 and is not exposed.

この実施形態では、ビス100は金具300と金属板20の重畳部と、補強材40との、離間した2点を貫通しており、金具300はこれら2点で支持される。このため1枚の金属板20に固定した場合に比べ金具300の固定強度が向上する。また、ビス100は先端が芯材10中にとどまっており屋根パネル2を表裏にわたって貫通しないため、ビス100の貫通に起因する漏水や雨漏り等が抑えられる。また、ビス100が熱橋となって屋根パネル2の表裏間の温度移動が発生するといった不具合が起こりにくく、その結果、断熱性が確保される。なお、図10では屋根パネル2を例に挙げたが、上記壁パネル1に対して金具300等を取り付ける場合にも、同様に補強材40を利用して取り付けることができる。   In this embodiment, the screw 100 passes through two spaced apart points of the overlapping portion of the metal fitting 300 and the metal plate 20 and the reinforcing member 40, and the metal fitting 300 is supported at these two points. For this reason, the fixing strength of the metal fitting 300 is improved as compared with the case where the metal plate 20 is fixed. Further, since the tip of the screw 100 remains in the core member 10 and does not penetrate the roof panel 2 across the front and back, water leakage, rain leakage, etc. due to penetration of the screw 100 can be suppressed. Moreover, the malfunction that the screw 100 becomes a thermal bridge and the temperature shift between the front and back of the roof panel 2 occurs hardly occurs, and as a result, heat insulation is ensured. In addition, although the roof panel 2 was mentioned as an example in FIG. 10, when attaching the metal fitting 300 etc. with respect to the said wall panel 1, it can attach using the reinforcing material 40 similarly.

[5]他の実施形態
上記実施形態の補強材40はパネル(壁パネル1、屋根パネル2等)の接合端部30A,30Bの双方に、長尺な補強材40を長手方向に延びる状態に挿入しているが、本発明は、いずれか一方の接合端部のみに補強材40を挿入する形態も含む。また、短辺側の端部に補強材を挿入する形態も含む。さらに端部のみならず、図11に示す壁パネル1のように、接合端部間の中間部の芯材10に埋め込む形でパネルの全長にわたる補強材40を長手方向(図面の前後方向)と平行に挿入する形態を含み、その補強材の数も任意である。
[5] Other Embodiments The reinforcing member 40 of the above-described embodiment is in a state in which the long reinforcing member 40 extends in the longitudinal direction on both the joining end portions 30A and 30B of the panel (wall panel 1, roof panel 2, etc.). Although inserted, the present invention includes a form in which the reinforcing member 40 is inserted only into one of the joining end portions. Moreover, the form which inserts a reinforcing material in the edge part of a short side is also included. Further, not only the end portion but also the reinforcing member 40 extending over the entire length of the panel in the form of being embedded in the core material 10 at the intermediate portion between the joining end portions as in the wall panel 1 shown in FIG. The number of reinforcing members is arbitrary, including a form of parallel insertion.

本発明の建材パネルは、工場、倉庫、住宅等の建物の屋根や壁等を構成する断熱パネル等の建材パネルとして利用可能である。   The building material panel of the present invention can be used as a building material panel such as a heat insulating panel constituting a roof or a wall of a building such as a factory, a warehouse, or a house.

1,1A,1B…壁パネル(建材パネル)、2…屋根パネル(建材パネル)、5…躯体(構造部)、6…母屋(構造部)、7…柱(構造部)、10…芯材、11…スリット、20…金属板、30A,30B…接合端部、40…補強材、100…ビス(ねじ部材)、120…ボルト(ねじ部材)、150,160…アングル(構造部)、300…金具(取り付け部材)。   DESCRIPTION OF SYMBOLS 1,1A, 1B ... Wall panel (building material panel), 2 ... Roof panel (building material panel), 5 ... Housing (structure part), 6 ... Main building (structure part), 7 ... Pillar (structure part), 10 ... Core material , 11 ... slit, 20 ... metal plate, 30A, 30B ... joining end, 40 ... reinforcing material, 100 ... screw (screw member), 120 ... bolt (screw member), 150, 160 ... angle (structure part), 300 ... metal fittings (attachment members).

Claims (11)

パネル状の芯材の両面に金属板が貼り合わされ、端部が互いに接合される建材パネルであって、
前記芯材の内部に、補強材が該芯材から突出しない状態に挿入されていることを特徴とする建材パネル。
It is a building material panel in which metal plates are bonded to both sides of a panel-like core material, and ends are joined to each other,
A building material panel, wherein a reinforcing material is inserted into the core material so as not to protrude from the core material.
前記補強材は、前記建材パネルの端部および/または該端部間の中間部に配置されていることを特徴とする請求項1に記載の建材パネル。   The building material panel according to claim 1, wherein the reinforcing material is disposed at an end portion of the building material panel and / or an intermediate portion between the end portions. 前記建材パネルは長方形状であり、前記補強材が当該建材パネルの長手方向に沿って延びていることを特徴とする請求項1または2に記載の建材パネル。   The building material panel according to claim 1, wherein the building material panel has a rectangular shape, and the reinforcing material extends along a longitudinal direction of the building material panel. 前記補強材は前記芯材の厚さ方向の略中間に配置されていることを特徴とする請求項1〜3のいずれかに記載の建材パネル。   The building material panel according to any one of claims 1 to 3, wherein the reinforcing material is disposed substantially in the middle in the thickness direction of the core material. 前記補強材が接着剤によって前記芯材に接着されていることを特徴とする請求項1〜4のいずれかに記載の建材パネル。   The building material panel according to claim 1, wherein the reinforcing material is bonded to the core material with an adhesive. 前記補強材は板状部材であり、その両面が前記金属板と略平行な状態に前記芯材に挿入されていることを特徴とする請求項1〜5のいずれかに記載の建材パネル。   The building material panel according to claim 1, wherein the reinforcing material is a plate-like member, and both surfaces thereof are inserted into the core material in a state substantially parallel to the metal plate. 前記補強材は、幅方向の両端部に折り曲げ部が形成されていることを特徴とする請求項6に記載の建材パネル。   The building material panel according to claim 6, wherein the reinforcing member has bent portions formed at both ends in the width direction. 前記補強材には、自身の長手方向に延びるリブが形成されていることを特徴とする請求項6に記載の建材パネル。   The building material panel according to claim 6, wherein a rib extending in a longitudinal direction of the reinforcing material is formed on the reinforcing material. 前記補強材は、断面形状が、波形状、空洞を有する矩形状、または波形状かつ空洞を有する矩形状のいずれか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。   The building material panel according to any one of claims 1 to 8, wherein the reinforcing member has any one of a wave shape, a rectangular shape having a cavity, or a rectangular shape having a wave shape and a cavity. . 請求項1〜9のいずれかに記載の建材パネルを建物の構造部に固定する構造であって、
該構造部に、前記補強材と少なくとも一方の前記金属板とを固定することを特徴とする建材パネルの固定構造。
It is the structure which fixes the building material panel in any one of Claims 1-9 to the structure part of a building,
A structure for fixing a building material panel, wherein the reinforcing member and at least one of the metal plates are fixed to the structure portion.
請求項1〜9のいずれかに記載の建材パネルに取り付け部材を取り付ける取り付け構造であって、
前記両面の金属板のうちの一方の金属板と前記補強材とを貫通し、その先端が前記芯材中にとどまった状態とされるねじ部材によって、該一方の金属板に取り付け部材を取り付けることを特徴とする建材パネルへの取り付け部材の取り付け構造。
An attachment structure for attaching an attachment member to the building material panel according to claim 1,
A mounting member is attached to the one metal plate by a screw member that penetrates one of the metal plates on both sides and the reinforcing material and whose tip remains in the core material. An attachment structure of an attachment member to a building material panel characterized by the above.
JP2016128685A 2016-06-29 2016-06-29 Building material panel, fixing structure of building material panel and attachment structure of attachment member to building material panel Pending JP2018003344A (en)

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