JP6644245B2 - Structural plywood laminated with perforated steel sheets - Google Patents

Structural plywood laminated with perforated steel sheets Download PDF

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JP6644245B2
JP6644245B2 JP2018089781A JP2018089781A JP6644245B2 JP 6644245 B2 JP6644245 B2 JP 6644245B2 JP 2018089781 A JP2018089781 A JP 2018089781A JP 2018089781 A JP2018089781 A JP 2018089781A JP 6644245 B2 JP6644245 B2 JP 6644245B2
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structural plywood
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steel plate
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小山 和男
和男 小山
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小山 和男
和男 小山
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本発明は、建築物の壁構造体等に使用する耐力壁用面材に関し、特に、小さな孔を多数有する薄板鋼板と、木質系板材とを積層し貼り合わせてなる構造用合板に関するものである。   The present invention relates to a load-bearing wall surface material used for a wall structure of a building, and more particularly to a structural plywood obtained by laminating and bonding a thin steel plate having many small holes and a wood-based plate. .

従来は、地震や強風時等によって建物に作用する水平力に対しては、壁構造体の特に面材が抵抗力を発揮し、面材の水平抵抗性能が建物の耐震性能等に大きな影響をあえていた。しかし、面材の主な建材である木質系板材からなる従来の構造用合板は、水平抵抗性能がさほど高くはなかった。そこで、建物の耐震性能等を向上させる為には、例えば、構造用合板の厚さを厚くするか、壁構造体の数を増やすなどで対処する必要があった。   Conventionally, the wall material, especially the face material, exerts resistance against the horizontal force acting on the building due to an earthquake or strong wind, etc., and the horizontal resistance performance of the face material greatly affects the seismic performance of the building. I dared. However, the conventional structural plywood made of a wood-based board, which is a main building material of the face material, has not so high a horizontal resistance performance. Therefore, in order to improve the seismic performance and the like of the building, it was necessary to take measures, for example, by increasing the thickness of the structural plywood or increasing the number of wall structures.

ところが、構造用合板の厚さを厚くする、もしくは、壁構造体の数を増すと、住居スペースが減少するという問題や、建築費が増加する問題もあった。さらに、それ以外の工法として、筋違い(ブレース)を設けるなどにより許容強度を向上する工法もあるが、その工法では、筋違い(ブレース)自体や、ブラケットなどの建材費増加に加え、工期が延長される為の施工費増加等の問題もあった。   However, when the thickness of the structural plywood is increased or the number of wall structures is increased, there is also a problem that a living space is reduced and a construction cost is increased. In addition, there is another construction method that improves the permissible strength by providing a bracing (braces). However, this construction method increases the construction time in addition to the bracing itself and the cost of building materials such as brackets. There was also a problem such as an increase in construction costs for installation.

このような問題に対して、特許文献1には、木材合板の片面又は両面全体に金属薄板を、或は金属薄板の両面全体に木材合板を接着剤により接着重合して成る建材用合板(構造用合板)が開示されている。   To solve such a problem, Patent Document 1 discloses a building material plywood (structure) in which a metal thin plate is bonded to one or both surfaces of a wood plywood or a wood plywood is bonded and polymerized to an entire surface of the metal thin plate with an adhesive. Plywood) is disclosed.

実開昭49−132613号公報Japanese Utility Model Publication No. 49-132613

しかし、特許文献1に記載の建材用合板(構造用合板)では、所要の強度を有する金属薄板を使用した建材用合板(構造用合板)では、枠体等に留め付ける作業性が悪化する問題や、釘打ち作業時に釘で金属薄板が変形し、木材合板との接着面が剥がれ易く、固定強度を維持できないという問題もあった。   However, in the plywood for building materials (structural plywood) described in Patent Document 1, the workability of fastening to a frame or the like is deteriorated in the plywood for structural materials (structural plywood) using a thin metal plate having a required strength. Also, there was a problem that the metal thin plate was deformed by the nail during nailing work, the adhesive surface with the wood plywood was easily peeled off, and the fixing strength could not be maintained.

本発明は、上記課題を鑑みてなされたものであり、枠体などに対する固定強度と、耐力壁用面材としての水平抵抗性能が高く、施行作業性も良く、さらに、建築費削減に有効な多孔鋼板と木質系板材とからなる構造用合板を提供することを目的とする。   The present invention has been made in view of the above problems, and has high fixing strength to a frame or the like, high horizontal resistance performance as a surface material for load-bearing walls, good workability, and further, effective in reducing construction costs. It is an object of the present invention to provide a structural plywood composed of a perforated steel sheet and a wooden board.

本発明は、上記目的を達成するために案出されたものである。詳述するならば、建築物を構成する壁構造体の枠体に添設される略矩形状をなす構造用合板であって、木質系からなる複数の板材と、少なくとも1枚の正面視略円形の小さな孔を多数有する薄板状の鋼材である多孔鋼板とを積層して、接着剤で貼り合わし加熱加圧され一体化された積層体と、前記積層体の表側に前記多孔鋼板の孔部位置を表面から識別出来得るように表示された表示部を有する構成が含まれる。   The present invention has been devised to achieve the above object. More specifically, it is a structural plywood having a substantially rectangular shape attached to a frame of a wall structure that constitutes a building, and includes a plurality of wood-based plate members and at least one sheet-like plate in a front view. A laminated body in which a perforated steel sheet which is a thin plate-shaped steel material having a large number of small circular holes is laminated, bonded with an adhesive, heated and pressed and integrated, and a hole portion of the perforated steel sheet on the front side of the laminated body A configuration including a display portion displayed so that the position can be identified from the surface is included.

本発明の構造用合板は、積層体の中に多孔鋼板を介装してあることから、木質系板材のみからなる構造用合板に比べ水平抵抗性能が高められる効果がある。
また、構造用合板の表示部は、構造用合板を枠体に留め付ける際に、多孔鋼板の孔部を取付け孔として利用する為の位置表示であり、多孔鋼板が中間や裏側に積層されていても、表面側より孔部位置が容易に判別できる効果があり、同時に孔部を取付け孔として利用することで固定強度も向上する。
The structural plywood of the present invention has the effect of improving the horizontal resistance performance as compared with a structural plywood composed only of a wood-based board, since a porous steel plate is interposed in the laminate.
In addition, the display portion of the structural plywood is a position display for using the hole of the porous steel plate as a mounting hole when the structural plywood is fastened to the frame, and the porous steel plate is laminated on the middle or the back side. However, there is an effect that the position of the hole can be easily determined from the surface side, and at the same time, the fixing strength is improved by using the hole as the mounting hole.

また、本発明には、前記多孔鋼板が前記木質系からなる複数の板材の間に介装されて一体に接着剤で貼り合わされ固定された構成が含まれる。   Further, the present invention includes a configuration in which the porous steel sheet is interposed between the plurality of wood-based plate members, and is integrally bonded and fixed with an adhesive.

本発明の構造用合板は、複数の木質系板材の間に多孔鋼板が介装された積層構造を有するので、外観上は構造用合板の裏表をあまり意識する必要がない。また、構造用合板の表面が、木質系板材なために釘やネジ等を使用する際、先端部が入り易い、さらに、頭部が表面側板材の表面から突出しにくいなどの効果がある。   Since the structural plywood of the present invention has a laminated structure in which a porous steel plate is interposed between a plurality of wood-based planks, it is not necessary to pay much attention to the front and back of the structural plywood in appearance. Moreover, when nails or screws are used because the surface of the structural plywood is a wooden board, there is an effect that the tip is easy to enter and that the head hardly projects from the surface of the front side board.

本発明には、前記表示部が、前記積層体の表面部を正面視円形の凹形状に形成されている構成が含まれる。   The present invention includes a configuration in which the display unit is configured such that a surface portion of the laminate is formed in a circular concave shape in a front view.

本発明の構造用合板は、構造用合板の取付け孔となる孔部の位置を表示する表示部を、凹形状に形成していることから、釘やネジ等の頭部が、さらに表面に突出し難いことで、仕上げ用の内装材に影響を与えない利点がある。   In the structural plywood of the present invention, since the display portion for displaying the position of the hole serving as the mounting hole of the structural plywood is formed in a concave shape, the heads of nails, screws, and the like further protrude from the surface. Difficulty has the advantage of not affecting the interior material for finishing.

本発明には、前記表示部に前記孔部と連通し、釘打ち若しくは、ねじ止めに使用し得る下孔部が形成されている構成が含まれる。   The present invention includes a configuration in which a pilot hole which is communicated with the hole and which can be used for nailing or screwing is formed in the display unit.

本発明の構造用合板は、構造用合板を枠体に留め付ける作業性をより向上したもので、詳しくは、下孔が開いているので、作業現場で釘やネジなどの締結作業も容易となる効果がある。   The structural plywood of the present invention has improved workability of fastening the structural plywood to the frame, and in detail, since the pilot hole is open, it is easy to fasten nails and screws at the work site. There is an effect.

本発明には、前記下孔部が、前記構造用合板の周縁部に位置する前記表示部であって、前記構造用合板を枠体等に留め付ける固定強度を確保でき、かつ、壁構造体としての構造強度を得ることができる所要間隔で形成されている構成が含まれる。   In the present invention, the pilot hole is the display portion located at a peripheral edge portion of the structural plywood, and can secure a fixing strength for fixing the structural plywood to a frame or the like, and a wall structure And a structure formed at a required interval capable of obtaining the structural strength as described above.

本発明の構造用合板は、作業現場で固定強度などから必要な釘やネジなどの締結位置を事前に測定してマーキングする作業が不要となると共に、釘やネジなどの止め忘れなども防止できる効果がある。   The structural plywood of the present invention eliminates the need for pre-measurement and marking of required fastening positions such as nails and screws at the work site due to fixing strength and the like, and also prevents forgetting to stop nails and screws and the like. effective.

本発明には、前記孔部の内周縁を、前記多孔鋼板に対し略垂直に突設された状態に形成されたフランジ部を有する構成が含まれる。   The present invention includes a configuration having a flange formed such that an inner peripheral edge of the hole projects substantially perpendicularly to the porous steel plate.

本発明の構造用合板は、フランジ部を有することで、釘やネジなどの取付け部品で締結する際の案内となる効果や、釘やネジなどの胴部とフランジ部とが接触することによる固定強度の向上効果、さらに、多孔鋼板から突設されていることから、木質系板材と強固に合着されることで、構造用合板の反りや剥がれ防止効果が得られる。   The structural plywood of the present invention has a flange portion, which serves as a guide when fastening with an attachment component such as a nail or a screw, or is fixed by contact between a body portion such as a nail or a screw and the flange portion. The effect of improving the strength, and furthermore, since it is projected from the perforated steel sheet, it is firmly bonded to the wood-based board, so that the effect of preventing the structural plywood from warping or peeling can be obtained.

本発明の構造用合板は、従来の構造用合板に比べ、枠体などに対する固定強度と耐力壁用面材としての水平抵抗性能が高く、施行作業性も良いので施工費削減に効果がある。   INDUSTRIAL APPLICABILITY The structural plywood of the present invention has a higher fixing strength to a frame or the like, a higher horizontal resistance performance as a surface material for a load-bearing wall, and a higher workability than conventional plywood, which is effective in reducing construction costs.

本発明に係る構造用合板を枠体に留め付けた状態を示す一部切断正面図である。It is a partially cut front view showing the state where the structural plywood concerning the present invention was fastened to the frame. 木質系板材の間に多孔鋼板を介装させた構造用合板の断面図である。It is sectional drawing of the structural plywood in which the perforated steel plate was interposed between the wood-based board | plate materials. 表裏面に表示部を設けた構造用合板の一実施形態を示す断面図である。It is sectional drawing which shows one Embodiment of the structural plywood provided with the display part on the front and back. 図3に係る表示部の他の実施形態を示す構造用合板の断面図である。It is sectional drawing of the structural plywood which shows other embodiment of the display part based on FIG. 図3に係る構造用合板に下孔加工をした状態を示す構造用合板の断面図である。It is sectional drawing of the structural plywood which shows the state which prepared the pre-drilled hole in the structural plywood according to FIG. 多孔鋼板にフランジ部を設けた状態を示す拡大部分断面図である。It is an expanded partial sectional view showing the state where the flange part was provided in the perforated steel plate. 多孔鋼板の表裏にフランジ部を設けた状態を示す拡大部分断面図である。It is an expanded partial sectional view showing the state where the flange part was provided in the front and back of a porous steel plate.

以下、本発明の実施形態を図面を参照しながら説明する。ただし、図面は模式的に図示しており、実際の寸法や比率等とは必ずしも一致しない。また、図面相互間において、お互いの寸法の関係や比率が異なる部分が含まれることがある。
なお、本実施形態において、構造用合板1を枠体2に留め付けた状態で建物の外側から見た構造用合板を表側または正面、反対側を裏側または背面ということとする。
Hereinafter, embodiments of the present invention will be described with reference to the drawings. However, the drawings are schematically shown, and do not always correspond to actual dimensions and ratios. Further, the drawings may include portions having different dimensional relationships and ratios.
In the present embodiment, the structural plywood viewed from the outside of the building with the structural plywood 1 fastened to the frame 2 is referred to as a front side or a front side, and the opposite side is referred to as a back side or a back side.

(実施形態)
図1に示されるのは、構造用合板1を枠体2に釘3で留め付けた状態であり、構造用合板1は、正面視矩形状に形成されている。構造用合板1の表裏面の周縁部には、多孔鋼板6の孔部7の位置を示す表示部4が形成されている。また、各表示部4の間を結ぶように表示されている線部5の交点によって周縁部以外の孔部7の位置を示している。
(Embodiment)
FIG. 1 shows a state in which the structural plywood 1 is fastened to the frame 2 with nails 3, and the structural plywood 1 is formed in a rectangular shape in a front view. At the peripheral edge of the front and back surfaces of the structural plywood 1, a display portion 4 indicating the position of the hole 7 of the perforated steel plate 6 is formed. Further, the positions of the holes 7 other than the peripheral portion are indicated by the intersections of the line portions 5 displayed so as to connect the respective display portions 4.

また、図2に示されるのは、構造用合板1の断面図の一例を示すものであり、構造用合板1は、2枚の木質系板材8と、1枚の多孔鋼板6とを積層して接着剤で貼り合わし、加熱加圧され一体に形成されている。木質系板材8は、木質板9,10,11を貼り合わした合板で形成されている。多孔鋼板6は、薄板状の金属板を貫通する孔部7が規則的間隔で形成されている。   FIG. 2 shows an example of a cross-sectional view of the structural plywood 1. The structural plywood 1 is formed by laminating two wood-based plate materials 8 and one porous steel plate 6. And bonded with an adhesive, and heated and pressed to form an integral body. The wooden board 8 is formed of a plywood in which wooden boards 9, 10, and 11 are bonded. In the porous steel plate 6, holes 7 penetrating a thin metal plate are formed at regular intervals.

さらに、図3及び図4に示されるのは、構造用合板1の表示部4の実施例を示す断面図であり、図3に係る実施例の表示部4は、構造用合板1の周縁部に位置する孔部7の真上位置の木質板9に、正面視では円形状であって、側面視では高さ方向に垂直加工された凹形状に形成されている。図4に係る実施例の表示部4は、側面視で高さ方向がテーパー状の凹形状に形成されている。   3 and 4 are cross-sectional views showing an embodiment of the display unit 4 of the structural plywood 1. The display unit 4 of the embodiment according to FIG. Is formed in the wood board 9 located directly above the hole 7 located in the shape of a circle in a front view, and a concave shape vertically processed in a height direction in a side view. The display unit 4 of the embodiment according to FIG. 4 is formed in a concave shape in which the height direction is tapered in side view.

図5に示されているのは、下孔部12を形成した場合の構造用合板1を示す断面図であり、表示部4の正面視で略中心位置であって構造用合板1の厚さ方向と平行な向きに、孔部7と連通し構造用合板1を貫通する下孔部12が形成されている。下孔部12は、構造用合板1の周縁部に位置する表示部4のうち、構造用合板1を枠体2に留め付ける固定強度を確保でき、かつ、壁構造体としての構造強度を得ることができる所要間隔で形成されている。   FIG. 5 is a cross-sectional view showing the structural plywood 1 in a case where the pilot hole 12 is formed. A pilot hole 12 communicating with the hole 7 and penetrating the structural plywood 1 is formed in a direction parallel to the direction. The lower hole portion 12 can secure the fixing strength for fixing the structural plywood 1 to the frame 2 among the display portions 4 located at the peripheral edge of the structural plywood 1 and obtain the structural strength as a wall structure. It is formed at required intervals.

また、図6及び図7に示されるように、多孔鋼板6の孔部7の内周縁を、多孔鋼板6に対し略垂直に突設し、フランジ部13が形成されている。フランジ部13は、構造用合板1の周縁部に位置する孔部7では、構造用合板1の表側から裏側に向った方向へ突設し、周縁部以外の孔部7では一部逆向きに突設し形成されている。   As shown in FIGS. 6 and 7, the inner peripheral edge of the hole 7 of the porous steel plate 6 projects substantially perpendicularly to the porous steel plate 6, and a flange portion 13 is formed. The flange portion 13 protrudes in a direction from the front side to the back side of the structural plywood 1 in the hole 7 located at the peripheral edge of the structural plywood 1, and partially reverses in the hole 7 other than the peripheral edge. It is formed to protrude.

本発明の構造用合板1を構成する木質系板材8としては、例えば、木質板9,10,11を複数枚組み合わせた合板、木削片板、木質繊維板、単板などを用いることができる。また、多孔鋼板6としては、例えば、鉄、アルミニウム、またはそれらの合金、真鍮などの板材を用いることができる。   As the wood-based board 8 constituting the structural plywood 1 of the present invention, for example, a plywood in which a plurality of wood boards 9, 10, 11 are combined, a wood chip board, a wood fiber board, a veneer and the like can be used. . Further, as the porous steel plate 6, for example, a plate material such as iron, aluminum, an alloy thereof, or brass can be used.

本発明の構造用合板1を製造するには、金属製の薄板をプレス加工などで下穴を形成し、バーリング加工でフランジ部13を立上げ形成し、多孔鋼板6を完成する。バーリング加工時には、例えば砲弾形のパンチを使用し、多孔鋼板6の板厚をT1からT2へ、しごき加工をすることで、フランジ部13は材料が伸び鋭くとがった形状にも形成できる。また、孔部7の内径は、構造用合板1を枠体2に留め付け時に使用する釘3の胴部外径と略当接する所要内径に形成する。   In order to manufacture the structural plywood 1 of the present invention, a prepared hole is formed in a thin metal plate by pressing or the like, and the flange portion 13 is formed by burring to erect the porous steel plate 6. At the time of burring, for example, by using a shell-shaped punch and ironing the thickness of the perforated steel sheet 6 from T1 to T2, the flange portion 13 can also be formed into a sharp and sharp shape in which the material is stretched. The inner diameter of the hole 7 is formed to a required inner diameter that substantially abuts the outer diameter of the body of the nail 3 used when the structural plywood 1 is fastened to the frame 2.

次に、多孔鋼板6の両面に接着剤を塗布し、その両側に木質系板材8を積層し、加熱しながらプレス機などで加圧し、積層体を一体に固定すると共に、表示部4も凹形状に形成する。また、表示部4は、加圧して形成する以外に、切削加工で形成してもよい。さらに、線部5も表示部4と同様に加圧し形成、若しくは、インクなどで印刷して表示してもよい。最後に、下孔部12は、構造用合板1の周縁部に位置する表示部4のうち所要間隔に切削加工で形成すれば良く、その間隔は、例えば、日本農林規格(JAS 規格)で規定されている間隔や強度を満たすように形成すれば良い。   Next, an adhesive is applied to both sides of the perforated steel sheet 6, and the wooden board 8 is laminated on both sides thereof. The laminate is pressed integrally with a press or the like while heating, and the laminate is integrally fixed. Form into shape. In addition, the display unit 4 may be formed by cutting instead of pressurizing. Further, the line portion 5 may be formed by pressurization similarly to the display portion 4, or may be displayed by printing with ink or the like. Finally, the pilot hole 12 may be formed by cutting at a required interval in the display portion 4 located at the peripheral edge of the structural plywood 1, and the interval is specified, for example, by the Japanese Agricultural Standards (JAS standard). What is necessary is just to form so as to satisfy the specified interval and strength.

本発明の構造用合板1を切断せず矩形状のまま使用する場合は、周縁部に形成した下孔部12全てにもれなく釘、若しくはネジで留め付ければ良い。一方、枠体2の形状に合わせ切断して使用する場合は、線部5の交点で表示されている孔部7の位置を参考に留め付ける位置を決定する。   When the structural plywood 1 of the present invention is used in a rectangular shape without being cut, all the prepared holes 12 formed in the peripheral portion may be fastened with nails or screws. On the other hand, when cutting and using the shape according to the shape of the frame 2, the position to be fastened is determined with reference to the position of the hole 7 displayed at the intersection of the line 5.

以下、本発明の実施例について説明するが、本発明は、以下の実施例に限定されるものではなく、発明の要旨の範囲内で適宜変更して実施できる。   Hereinafter, although an example of the present invention is described, the present invention is not limited to the following example, and can be appropriately modified and implemented within the scope of the invention.

本発明の構造用合板1を実施するには、全長を2730mmとし、幅は1820mmとし、厚さは12mmとした。多孔鋼板6は厚さ0.8mm鉄板を使用し、その両側には、木質系板材8であるアカマツの薄板を積層して、其々板材の間には接着剤を塗布して、加圧及び加熱して一体に固定した。   In order to implement the structural plywood 1 of the present invention, the total length was 2730 mm, the width was 1820 mm, and the thickness was 12 mm. The perforated steel plate 6 is a 0.8 mm thick iron plate, on both sides of which a thin layer of red pine, which is a wood-based plate material 8, is laminated, and an adhesive is applied between the respective plate materials. Heated and fixed together.

構造用合板1の周縁部には、100mm以下の間隔で下孔部12を形成し、孔部7の内径は2.8mmに設定した。構造用合板1を枠体2に留め付けるために使用する釘はJIS規格CN50(JISA5508)に準拠した、太め鉄丸くぎで胴部径が2.87mmのものを使用した。   A pilot hole 12 was formed in the periphery of the structural plywood 1 at intervals of 100 mm or less, and the inner diameter of the hole 7 was set to 2.8 mm. The nail used to fasten the structural plywood 1 to the frame 2 was a thick iron round nail having a body diameter of 2.87 mm in accordance with JIS standard CN50 (JISA5508).

以上本実施形態と実施例の構造用合板1は、枠体2などに留め付ける際に孔部7を使用することから、従来の構造用合板に比べ枠体2などに対する固定強度と、耐力壁用面材としての水平抵抗性能が高く、施行作業性も良いので施工費削減となる効果がある。   As described above, the structural plywood 1 of the present embodiment and the examples uses the holes 7 when fastening to the frame 2 and the like, so that the fixing strength to the frame 2 and the like and the load-bearing wall are higher than those of the conventional structural plywood. Since the horizontal resistance performance as the surface material is high and the workability is good, there is an effect of reducing the construction cost.

また、孔部7の内径を、使用する釘3の胴部外径と略当接する所要内径とすることで、枠体2などに対する固定強度と、耐力壁用面材としての水平抵抗性能がより高くなる効果がある。さらに、フランジ部13が、構造用合板1の周縁部に位置する孔部7においては、構造用合板1の表側から裏側に向った方向へ突設し形成されていることから、肩部14の側から釘3が打ちこまれるので、釘打ちの案内となり作業性が向上する効果がある。   In addition, by setting the inner diameter of the hole 7 to a required inner diameter that substantially abuts the outer diameter of the torso of the nail 3 to be used, the fixing strength to the frame 2 and the like and the horizontal resistance performance as a load-bearing wall surface material are improved. There is an effect of increasing. Furthermore, since the flange portion 13 is formed so as to protrude from the front side to the back side of the structural plywood 1 in the hole 7 located at the peripheral edge of the structural plywood 1, Since the nail 3 is driven in from the side, it serves as a guide for driving the nail and has an effect of improving workability.

さらに、フランジ部13を有することで、構造用合板1を作成する際にフランジ部13が木質系板材8にくいこみ強固に合着することで、構造用合板1の反りや剥がれなどを防止できると同時に、フランジ部13の高さhが釘3の胴部外径と当接する面積を拡大することで、多孔鋼板6の厚さT1を薄く設定しても枠体2などに対する固定強度と、耐力壁用面材としての水平抵抗性能を確保できることから材料費を削減できる効果がある。   Furthermore, by having the flange portion 13, when the structural plywood 1 is prepared, the flange portion 13 is hardened by the wood-based plate material 8 and firmly bonded, thereby preventing the structural plywood 1 from being warped or peeled. At the same time, by increasing the area where the height h of the flange portion 13 comes into contact with the outer diameter of the body of the nail 3, even if the thickness T1 of the porous steel plate 6 is set to be thin, the fixing strength to the frame 2 and the like, and the proof stress Since the horizontal resistance performance as a wall surface material can be secured, there is an effect that the material cost can be reduced.

以上のように、本発明を実施するための最良の構成、方法等は、前記記載で開示されているが、本発明はこれに限定されるものではない。
例えば、上記実施形態や実施例では、木質系板材8は木質板9,10,11を複数枚組み合わせた合板としたが、木削片板、木質繊維板、単板などを用いることができる。
As described above, the best configuration, method, and the like for carrying out the present invention have been disclosed in the above description, but the present invention is not limited thereto.
For example, in the above embodiments and examples, the wood-based board 8 is a plywood in which a plurality of wood boards 9, 10, 11 are combined, but a wood chip board, a wood fiber board, a veneer, or the like can be used.

また、上記実施形態や実施例では、全ての孔部7を正面視略円形の小さな孔としたが、それに限定するものではなく、例えば、一部の孔部7を正面視多角形の孔に形成しても良く、特に形状を限定するものではない。   Further, in the above embodiments and examples, all the holes 7 are small holes having a substantially circular shape in a front view. However, the present invention is not limited to this. For example, some holes 7 are formed into polygonal holes in a front view. It may be formed, and the shape is not particularly limited.

さらに、上記実施形態や実施例では、構造用合板1の周縁部以外の孔部7の位置を、線部5の交点で表示したが、それに限定するものではなく、例えば、周縁部の表示部4と同じ表示でも良く、特に形状を限定するものではない。   Further, in the above embodiments and examples, the positions of the holes 7 other than the peripheral edge of the structural plywood 1 are displayed at the intersections of the line portions 5, but the present invention is not limited to this. The display may be the same as that of No. 4, and the shape is not particularly limited.

1 構造用合板
2 枠体
3 釘
4 表示部
5 線部
6 多孔鋼板
7 孔部
8 木質系板材
9,10,11 木質板
12 下孔部
13 フランジ部
14 肩部
T1 板厚
T2 フランジ部板厚
h フランジ部高さ
DESCRIPTION OF SYMBOLS 1 Structural plywood 2 Frame 3 Nail 4 Display part 5 Wire part 6 Perforated steel plate 7 Hole part 8 Wood-based board material 9, 10, 11 Wood board 12 Lower hole part 13 Flange part 14 Shoulder T1 Plate thickness T2 Flange plate thickness h Flange height

Claims (3)

建築物を構成する壁構造体の枠体に添設される構造用合板であって、木質系からなる複数の板材と、少なくとも1枚の小さな孔を多数有する薄板状の鋼材からなる多孔鋼板とを積層して貼りあわされた積層体を有し、前記多孔鋼板は前記木質系からなる複数の板材の間に介装され、前記多孔鋼板の孔部位置が前記積層体の表面全域に亘り表示されていることを特徴とする構造用合板。 A structural plywood attached to a frame of a wall structure constituting a building, comprising a plurality of wood-based plate members, and a perforated steel plate including a thin plate-shaped steel member having a large number of at least one small hole. Wherein the porous steel plate is interposed between a plurality of wood-based plates, and the positions of the holes in the porous steel plate are displayed over the entire surface of the laminate. A structural plywood characterized by being made. 前記表示は、前記積層体の表面が円形の凹形状に形成されることで表示され前記積層体の表面に貫通孔を有していないことを特徴とする請求項1に記載の構造用合板。 The Display is structural plywood according to claim 1, characterized in that the surface of the laminate does not have a through-hole in the surface of the laminate appears by being formed in a circular concave shape . 前記孔部の内周縁を突設されたフランジ部を有し、構造用鋼板の周縁部に位置する前記孔部は構造用合板の表側から裏側に向った方向へ突設され、周縁部以外に位置する前記孔部の一部は構造用合板の裏側から表側に向った方向へ突設されていることを特徴とする請求項1又は2に記載の構造用合板。   The inner peripheral edge of the hole has a flange portion protruded, the hole located at the peripheral edge of the structural steel plate is provided in a direction from the front side to the back side of the structural plywood, except for the peripheral edge portion. 3. The structural plywood according to claim 1, wherein a part of the located hole portion protrudes from a rear side of the structural plywood toward a front side. 4.
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