JP3858177B2 - Skew type single plate laminate - Google Patents

Skew type single plate laminate Download PDF

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JP3858177B2
JP3858177B2 JP2005150151A JP2005150151A JP3858177B2 JP 3858177 B2 JP3858177 B2 JP 3858177B2 JP 2005150151 A JP2005150151 A JP 2005150151A JP 2005150151 A JP2005150151 A JP 2005150151A JP 3858177 B2 JP3858177 B2 JP 3858177B2
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single plate
cut
fiber direction
laminated
cutting line
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JP2005254825A (en
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敬 大畑
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Shimane Prefecture
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Description

この発明は単板の積層材であって、長手方向の側端に対して繊維方向が斜め方向に傾斜して交差するように配置した斜行型単板積層材(以下「斜行LVL」と略称する)に関する。   The present invention is a single-plate laminated material, and is a skew-type single-plate laminated material (hereinafter referred to as “skew LVL”) arranged so that the fiber direction is obliquely crossed with respect to the side edges in the longitudinal direction. Abbreviated).

一般に我が国では単板を積層接着して形成する木材として集成材等の積層材,相隣接する単板の繊維方向が直交する合板、単板の繊維方向を平行にして積層させた単板積層材(LVL)等が古くから知られている。   In general, in Japan, laminated wood such as laminated wood, which is formed by laminating and adhering veneers, plywood in which the fiber directions of adjacent veneers are orthogonal, and veneer laminated with the fiber directions of veneers parallel (LVL) has been known for a long time.

一方木質ボードの主体は合板からOSB(Oriented Strand Board:ウェファーボードとも言う)などの構成エレメントが単板ではなく繊維が分断された、より小さい木片状のものからなるボードに移っていく方向にあり、その理由のひとつとしては合板に比べ面内せん断力が大きいということがある。   On the other hand, the main component of the wood board is to move from plywood to a board made of smaller pieces of wood in which the constituent elements such as OSB (Oriented Strand Board: also called wafer board) are not a single board but the fibers are divided. One reason is that the in-plane shear force is larger than that of plywood.

ちなみに図6(A)は表裏の単板の繊維方向が各単板の木口及び木端に対して直交又は平行になるように交差し、同図(B)は同じく繊維方向がそれぞれ45°逆向きに傾斜するように交差した合板を示している(枠内の直線と点線はそれぞれ表板と裏板の繊維方向を示す)。また同図(C)はパーチクルボード(PB)を示し、下部の数値はそれぞれのせん断強度を示している。   By the way, Fig. 6 (A) crosses so that the fiber direction of the single plate on the front and back is orthogonal or parallel to the mouth and end of each single plate, and Fig. 6 (B) also shows that the fiber direction is reversed by 45 °. Plywood crossing so as to incline in the direction is shown (the straight lines and dotted lines in the frame indicate the fiber directions of the front and back plates, respectively). FIG. 3C shows the particle board (PB), and the numerical values at the bottom indicate the respective shear strengths.

この図に示すように、各単板の繊維方向を木口及び木端に対して45°の角度に木取って用いると、パーチクルボードを越えるせん断強度が得られることが知られている。また図5に示すように単板の繊維方向がせん断面に45°傾斜した場合にせん断弾性率が最も強大になることも知られている。したがって従来の合板の持つ弱点を克服する方法としては、図6(B)に示すように木取って用いれば良いということもわかっている。   As shown in this figure, it is known that a shear strength exceeding that of a particle board can be obtained when the fiber direction of each single plate is taken at an angle of 45 ° with respect to the mouth and end of the wood. As shown in FIG. 5, it is also known that the shear modulus becomes the strongest when the fiber direction of a single plate is inclined 45 ° to the shear plane. Therefore, as a method of overcoming the weaknesses of the conventional plywood, it is also known that a tree can be used as shown in FIG.

なお、図5,図6に示すパーチクルボード(PB)は、ボード構成のエレメントが前述したOSBと略同等と見なされるので、一般的にその強度数値もOSBと同等と考えられており、以下の説明もこのことを前提としている。   The particle board (PB) shown in FIG. 5 and FIG. 6 is generally considered to have the same strength value as the OSB because the elements of the board configuration are considered to be substantially equivalent to the OSB described above. Also assumes this.

また下記特許文献1に示すように、合板パネルの補強策として積層接着される多数の単板の間に、木口及び木端に対して繊維方向が45°又は20°〜70°傾斜した単板を介挿したものも公知である。
特開平9−248803号
Further, as shown in the following Patent Document 1, a single plate whose fiber direction is inclined by 45 ° or 20 ° to 70 ° with respect to the end and the end of the wood is interposed between a large number of single plates laminated and bonded as a reinforcing measure of the plywood panel. Inserts are also known.
JP-A-9-248803

しかし、合板において上記のように強化された使われ方をしたものを現実に目にすることは全くない。この決定的な理由としては、既存の合板からこのように木取りを用いることは材料の半分を無駄にすることになるからである。従って、このような構成をした単板積層材の存在可能性さえも希薄であった。もし、この合板の弱点を克服した、単板の繊維方向が木口及び木端に対して45°の角度になるよう積層されたボードが合理的に製造可能なら、明らかに広くその特徴・性能を生かした需要が見込まれ、その提供が望まれている。   However, there is no real encounter with plywood that has been used in an enhanced manner as described above. The decisive reason for this is that using wood cutting from existing plywood wastes half of the material. Therefore, even the possibility of existence of the single-plate laminated material having such a configuration is sparse. If it is possible to reasonably manufacture a laminated board that overcomes the weaknesses of this plywood and the fiber direction of the veneer is at an angle of 45 ° with respect to the end and the end of the wood, it will clearly have a wide range of features and performance. It is expected that it will be utilized, and it is hoped that it will be provided.

そして上記特許文献1の方法は通常のロータリー単板を斜め方向にカットして菱形のカット単板を形成し、さらにその両端の三角形部分を切除して長方形の小単板を形成して合板断面内に部分的に使用するものであり、この方法のみで合板を製造することは労力コスト及び材料コストの面で上記同様大きいロスを免れない。   And the method of the said patent document 1 cuts a normal rotary veneer in the diagonal direction, forms a rhombus cut veneer, further cuts out the triangular part of the both ends, and forms a rectangular small veneer, plywood cross section The plywood is produced only by this method, and the same large loss as above is inevitable in terms of labor cost and material cost.

この発明は上記課題を解決するために、シート状に切削形成され積層断面内で単板層2′aを形成する複数枚の単板を、上下に隣接する単板層2′aの繊維方向aが互いに逆向きに傾斜する60°〜120°の傾斜角で交差するように重ね合わせて積層接着した積層材2であって、上記単板層2′aが、繊維方向aに沿って互いに平行な側端cと、該側端cに対して30°〜60°の傾斜角で傾斜して交差する互いに平行な他の側端c′とを備えた複数の分割小片1′aを、上記繊維方向に沿った側端cに沿って帯状又は短冊状に配置してなり、上記各分割小片1′aが、ロータリーレースによってシート状に切削形成した繊維方向aが長手方向の側端bに対して略直交しているロータリー単板1をその繊維方向aと略同方向の切断線cに沿って、略正方形或いは長方形に切断分割して一次的な単板小片1aを形成し、次いで切断された多数の単板小片1aの切断線cと交差する非切断側の側端b同士を順次連接接合させることにより、帯状又は短冊状の接合単板1′を形成し、上記接合単板1′を、その長手方向の側端(ロータリー単板における切断線c)に対して斜め方向に30°〜60°傾斜させた切断線c′において再度切断分割して、繊維方向aと略同方向の平行な切断線cと他の平行な切断線c′とを四辺とする平行四辺形に形成したものからなり、更には積層断面内で隣接する単板層2′a同士では各他の側端c′を揃えてなることを特徴としている。 In order to solve the above-mentioned problems, the present invention provides a plurality of veneers that are cut and formed into a sheet shape to form a veneer layer 2'a in the laminated section, and the fiber directions of the veneer layers 2'a that are vertically adjacent to each other. A laminated material 2 that is laminated and bonded so that a crosses at an inclination angle of 60 ° to 120 ° that is inclined in directions opposite to each other, and the single-plate layer 2′a is mutually aligned along the fiber direction a A plurality of divided pieces 1′a having parallel side edges c and other parallel side edges c ′ that intersect with each other at an inclination angle of 30 ° to 60 ° with respect to the side edges c. will be placed in a band or strip shape along the side edge c along the fiber direction, each divided piece 1'a is, the fiber direction a a longitudinal side edge b of the cutting formed into a sheet by rotary race A rotary single plate 1 that is substantially orthogonal to the cross section along a cutting line c in the same direction as the fiber direction a. Then, the primary veneer pieces 1a are formed by cutting and dividing into substantially square or rectangular shapes, and then the non-cutting side edges b intersecting the cutting lines c of the cut single veneer pieces 1a are sequentially connected and joined. By doing so, a band-shaped or strip-shaped bonded single plate 1 ′ is formed, and the bonded single plate 1 ′ is inclined at an angle of 30 ° to the side end in the longitudinal direction (cut line c in the rotary single plate). Cut and divided again at a cutting line c ′ inclined at 60 °, and formed into a parallelogram with four parallel cutting lines c and other parallel cutting lines c ′ in the same direction as the fiber direction a. Furthermore, each of the adjacent single plate layers 2'a in the laminated cross section is characterized in that the other side ends c 'are aligned.

第2に、繊維方向aに沿った側端cに対する他の側端c′の傾斜角が約45°であることを特徴としている。   Second, the inclination angle of the other side end c ′ with respect to the side end c along the fiber direction a is about 45 °.

以上のように構成される本発明によれば、単板の繊維方向を木口又は木端に対して傾斜させて積層することにより、高強度の積層材を得ることができ、特に在来の単板切削装置と切断装置及びこれらの製造ラインを用いて大量に低コストでしかも材料の無駄を伴わずに製造できる利点がある。
さらに上記の技術的・経済的効果により以下のような派生的効果を奏するものである。
According to the present invention configured as described above, it is possible to obtain a high-strength laminate by laminating the fiber direction of a single plate with respect to the end or the end of the wood. There is an advantage that it can be manufactured in large quantities at low cost and without waste of materials by using the plate cutting device and the cutting device and their production lines.
Further, the following derivative effects are achieved by the technical and economic effects described above.

(1)現在OSBに相当する面内せん断力の強いボードの製造は行われていないが、OSBに優る高強度の斜行LVLの製造が実現されることにより、合板製造業にとっても新規な製品として位置づけができる。 (1) Although a board with a strong in-plane shear force equivalent to OSB is not currently manufactured, a new product for the plywood manufacturing industry is realized by producing a high-strength oblique LVL superior to OSB. Can be positioned as

(2)斜行LVLを再加工することによって非常に高性能な各種横架材類及び耐力壁用ボードが製造可能となる。 (2) By reworking the skew LVL, it is possible to manufacture various high performance horizontal members and bearing wall boards.

(3)北米でOSBが大量に使われている分野のひとつにIビーム(またはIジョイストともいう)の腹部の面材料(ウェブ)がある。この理由は前記したように、合板に比べOSBの面内せん断力が大きいからであるが、斜行LVLの面内せん断力はOSBよりさらに強いのでこれにとって代わり、さらに高性能なIビームを提供することができる。 (3) One of the fields where OSB is used in large quantities in North America is I-beam (or I-joist) abdominal surface material (web). As described above, this is because the in-plane shear force of OSB is larger than that of plywood, but the in-plane shear force of skewed LVL is stronger than OSB. can do.

(4)上記のように、斜行LVLを用いると非常に高性能な壁及び横架材料を得ることができる。よってそれらを用いることにより、スパンの長い建築物など自由度の高い設計が可能で余分な壁材料、横架材料、軸材料などの使用量を抑えることが見込まれ、総コストの低減が可能となる。 (4) As described above, when the oblique LVL is used, a very high performance wall and horizontal material can be obtained. Therefore, by using them, it is possible to design with a high degree of freedom such as buildings with long spans, and it is expected to reduce the amount of extra wall materials, horizontal materials, shaft materials, etc., and it is possible to reduce the total cost Become.

(5)日本国内の代表材であるスギの需要はいまだに低迷している。スギの軽いわりには強度が大きいという特徴が、この斜行LVLによって最大限に引き出され、新たな材料として再生できる。このため、杉材の需要拡大にも寄与できる。その他現在用途の開発が望まれている間伐材の利用の促進等にも利用できる利点がある。 (5) The demand for Japanese cedar, a representative material in Japan, is still sluggish. The characteristic that the strength is large for lighter cedar is drawn out to the maximum by this skew LVL, and can be regenerated as a new material. For this reason, it can also contribute to the expansion of demand for cedar wood. In addition, there is an advantage that can be used to promote the use of thinned wood, for which development of applications is currently desired.

以下図示する実施形態につき詳述すると、図1(A)は例えばロータリーレースによってシート状に切削形成した単板1の分割切断方法とその積層接着方法を示している。   The embodiment shown in the drawings will be described in detail below. FIG. 1 (A) shows a method of dividing and cutting a single plate 1 cut and formed into a sheet shape by, for example, a rotary race and a method of laminating and bonding the same.

ロータリー単板1は通常その繊維方向aが長手方向の側端bに対して略直交している。この側端bに対し左右いずれかに傾斜して交差する方向(本例では左に約45°傾斜して交差)の切断線cに沿って分割切断し、略菱形の単板小片1aを形成する。   In the rotary single plate 1, the fiber direction a is generally orthogonal to the longitudinal side end b. Dividing and cutting along a cutting line c in a direction that intersects with the side edge b on either the left or right side (in this example, it is inclined at about 45 ° to the left) to form a substantially rhomboid single plate piece 1a. To do.

上記単板の板厚は最終製品の用途や材質等に応じ、例えば1.00〜6.5mm位の厚みでよく、木材や合板や積層材に使用できる範囲内のものであればその材質は問わない。その切断は一般に使用される単板切断機(図示しない)によって行われ、特に限定されるものではない。   The thickness of the above single plate may be, for example, about 1.00 to 6.5 mm depending on the use and material of the final product, and the material is within the range that can be used for wood, plywood and laminated materials. It doesn't matter. The cutting is performed by a generally used single plate cutting machine (not shown), and is not particularly limited.

図1(B)は上記のように形成された単板小片1aを再度帯状又は短冊状に接合連接させて合板状の積層材2を造る方法を示している。   FIG. 1 (B) shows a method for producing a laminated material 2 in a plywood shape by joining and connecting the single plate pieces 1a formed as described above again in a band shape or a strip shape.

図示する例では、各菱形の単板小片1aにおける切断線(辺)b同士を互いの繊維方向が同方向に揃えられるように連接又は接合させることにより帯状又は短冊状の単板層2aとし、各単板層2aの長手方向の側端(辺)に対し、それぞれの繊維方向aを、斜め方向に傾斜(この例では傾斜角が約45°)して交差させている。   In the illustrated example, the cutting line (side) b in each rhomboid single plate piece 1a is connected or joined so that the fiber directions are aligned in the same direction to form a single plate layer 2a in a strip shape or a strip shape, The respective fiber directions a are inclined with respect to the side ends (sides) in the longitudinal direction of the single plate layers 2a so as to be inclined obliquely (in this example, the inclination angle is about 45 °).

そしてこの例では上下に隣接する単板層2aの繊維方向aが互いに逆向きに傾斜し合っており、その結果隣接単板層2a同士の繊維方向aの交差角は約90°になっている。   In this example, the fiber directions a of vertically adjacent single plate layers 2a are inclined in opposite directions, and as a result, the crossing angle between adjacent single plate layers 2a in the fiber direction a is about 90 °. .

上記のように交互に逆向きに傾斜した単板層2aを積層し、在来公知の方法で接着剤塗布下で加圧(必要に応じて加熱を伴って)接着することにより、各単板層2a毎に積層材2の長手方向側辺に対してそれぞれの繊維方向が交互に左右方向に約45°傾斜し、且つ隣接単板層2a同士では90°の交差角をもつ積層材2が形成される。   By laminating the single plate layers 2a alternately inclined in the opposite directions as described above, each single plate is bonded by applying pressure (with heating if necessary) under application of an adhesive by a conventionally known method. For each layer 2a, each fiber direction alternately tilts about 45 ° in the left-right direction with respect to the longitudinal side of the laminate 2, and the laminate 2 having an intersecting angle of 90 ° between adjacent single plate layers 2a It is formed.

なお図1(B)では各単板層2aの左右両端は、説明上、上辺又は下辺においてそれぞれ45°の鋭角の端部が残されているが、積層材2が完成した後に上下コーナー共に90°になるように端部処理し、又は積層前の単板層2aの段階で端部処理することは容易に可能である(この点に関しては図2に示す場合も同様である)。   In FIG. 1B, the left and right ends of each single-plate layer 2a are left with 45 ° acute end portions on the upper side or the lower side for the sake of explanation. It is possible to easily perform the edge treatment so as to be at an angle or the edge treatment at the stage of the single plate layer 2a before lamination (this is also the case in FIG. 2).

図2(A)〜(C)はこの発明の実施形態を示し、この例では先ず同図(A)に示すようにロータリー単板1をその繊維方向aと略同方向(即ち長手方向の側端(辺)bと直交方向)の切断線cに沿って、略正方形或いは長方形に切断分割して一次的な単板小片1aを形成する。次いでこのように切断された多数の単板小片1aを同図(B)に示すように非切断側の側辺b同士を順次連接接合することにより、帯状又は短冊状の接合単板1′を形成し、全体の繊維方向を長手方向の側端(同図(A)の切断線)cに沿わせたものにする。   2 (A) to 2 (C) show an embodiment of the present invention. In this example, first, as shown in FIG. 2 (A), the rotary single plate 1 is arranged in substantially the same direction as the fiber direction a (that is, the longitudinal side). A primary single plate piece 1a is formed by cutting and dividing into a substantially square or rectangular shape along a cutting line c at the end (side b). Next, a large number of single-plate pieces 1a cut in this way are joined successively to the non-cut-side sides b as shown in FIG. And the entire fiber direction is set along the longitudinal side end (cut line in FIG. 4A) c.

次に同図(B)に示すように上記接合単板1′を、その長手方向の側端cに対して斜め方向に約45°傾斜させた(従って繊維方向aに対しても約45°傾斜している)切断線c′に沿って再度切断して分割し、分割小片1′aを形成する。   Next, as shown in FIG. 2B, the bonded single plate 1 ′ is inclined by about 45 ° obliquely with respect to the side end c in the longitudinal direction (thus, about 45 ° with respect to the fiber direction a). Cut again and cut along the cutting line c ′ (which is inclined) to form a divided piece 1′a.

続いて同図(C)に示すように上記分割小片1′aの非切断側の側端として再形成された同図(A)の切断線(側端)c同士を順次接合して、多数の帯状又は短冊状の単板層2′aを形成し、これらを図1(B)に示した場合と同様に順次重ね合わせて積層接着し、積層材2を形成する。この時上記切断線c′は図2(C)に示すように分割小片1′aの平行な両側端となり且つ積層断面内では、上下に隣接する単板層2′a同士で互いに揃えられた積層材2の側端にもなる。   Subsequently, as shown in FIG. 5C, the cut lines (side ends) c in FIG. 5A re-formed as the side ends on the non-cutting side of the divided pieces 1′a are sequentially joined together, A strip-like or strip-like single plate layer 2'a is formed, and these are sequentially stacked and bonded in the same manner as shown in FIG. At this time, as shown in FIG. 2 (C), the cutting line c ′ becomes both parallel ends of the divided piece 1′a, and the single plate layers 2′a vertically adjacent to each other are aligned with each other in the laminated section. It also becomes a side edge of the laminated material 2.

図3は図1の方法によって形成した積層材2と在来のOSB及び合板とで、それぞれI形梁3を形成したものの強度比較した時の構造例を示し、各I形梁の寸法は以下の通りである。
板厚t=9mm
ウェブを含む上端の幅W=49mm
ウェブの上下高さh=26mm
全高H=150mm
3種類の材料よりなる上記I形梁3を3点曲げ試験を行った結果、図4のグラフに示すような荷重変位曲線が得られた。同図から明らかなように、本発明の斜行LVLは合板やOSBに比較し高荷重に対して変位量が極めて少量であることが確認できた。
FIG. 3 shows a structural example when the strength of the I-shaped beam 3 formed by the laminated material 2 formed by the method of FIG. 1 and the conventional OSB and plywood is compared, and the dimensions of each I-shaped beam are as follows. It is as follows.
Thickness t = 9mm
Width of upper end including web W = 49mm
Web height h = 26mm
Overall height H = 150mm
As a result of performing a three-point bending test on the I-shaped beam 3 made of three kinds of materials, a load displacement curve as shown in the graph of FIG. 4 was obtained. As can be seen from the figure, it was confirmed that the skew LVL of the present invention has a very small amount of displacement with respect to a high load as compared with plywood or OSB.

また表1は上記三種のI形梁3の強度比較を示すもので、合板の値を100とした時の指数を示しており、同表によってもこの発明の斜行LVLが合板やOSBよりも強度的に優れていることが明らかである。   Table 1 shows the strength comparison of the above three types of I-beams 3 and shows the index when the value of plywood is set to 100. According to this table, the skew LVL of the present invention is higher than that of plywood and OSB. It is clear that it is excellent in strength.

Figure 0003858177
Figure 0003858177

なお、積層後の単板の繊維方向は、積層材2の木口及び木端に対して約45°交互に傾斜したものが最も強度的に高いことは図5及び図6によっても明らかであるが、図5に示すように上記傾斜角が30°〜60°でもOSBに略相当する強度があり、実用には十分耐えるものである。また積層される単板層2aは必ずしも直接隣接する層毎に交互に逆向きに傾斜させる必要はなく、部分的に繊維方向が側辺に対して直交し又は平行なものを介挿することも可能である。その他図中の繊維方向aを示す矢印は便宜上一方向で示したが、繊維方向は矢印の前後いずれの方向でもよい。   It is apparent from FIGS. 5 and 6 that the fiber direction of the single plate after lamination is the highest in strength when it is alternately inclined by about 45 ° with respect to the mouth and end of the laminated material 2. As shown in FIG. 5, even when the inclination angle is 30 ° to 60 °, the strength is substantially equivalent to that of OSB, and it is sufficiently durable for practical use. Further, the laminated single-plate layer 2a does not necessarily have to be alternately inclined in the opposite direction for each adjacent layer, and may be partially inserted with the fiber direction being orthogonal or parallel to the side. Is possible. In addition, although the arrow which shows the fiber direction a in the figure was shown by one direction for convenience, the fiber direction may be any direction before and behind the arrow.

(A),(B)はシート状単板の切断方法と、積層材の製造方法をそれぞれ示す平面図である。(A), (B) is a top view which shows the cutting method of a sheet-like single board, and the manufacturing method of a laminated material, respectively. (A),(B),(C)はそれぞれ本発明のシート状単板の切断方法、切断された単板小片の接合方法及び単板の積層方法の例を示す平面図である。(A), (B), (C) is a top view which shows the example of the cutting method of the sheet-like single board of this invention, the joining method of the cut single board piece, and the lamination | stacking method of a single board, respectively. 本発明の積層材と他の板材を用いたI形ビームの強度比較用試験材の構造を示す部分斜視図である。It is a fragmentary perspective view which shows the structure of the test material for the intensity | strength comparison of the I-shaped beam using the laminated material of this invention, and another board | plate material. 図3に示す試験材による本発明の積層材と他2種類の荷重変位曲線の比較図である。It is a comparison figure of the laminated material of this invention by the test material shown in FIG. 3, and two other types of load displacement curves. 合板の繊維方向角度に対するせん断力弾性係数の変化を示すグラフである。It is a graph which shows the change of the shear force elastic modulus with respect to the fiber direction angle of a plywood. (A)〜(C)は表板の繊維方向の異なる単板の種類とそのせん断力強度を示す比較説明図である。(A)-(C) are comparative explanatory drawings which show the kind of single board from which the fiber direction of a front board differs, and its shear strength.

符号の説明Explanation of symbols

1 単板
1′ 接合単板
1a,1′a 単板小片
2 積層材
2a 単板層(接合単板)
a 繊維方向
b 側端(側辺)
c,c′ 切断線
1 Single plate 1 'Bonded single plate 1a, 1'a Single plate small piece 2 Laminate 2a Single plate layer (bonded single plate)
a Fiber direction b Side end (side)
c, c 'cutting line

Claims (2)

シート状に切削形成され積層断面内で単板層(2′a)を形成する複数枚の単板を、上下に隣接する単板層(2′a)の繊維方向(a)が互いに逆向きに傾斜する60°〜120°の傾斜角で交差するように重ね合わせて積層接着した積層材(2)であって、
上記単板層(2′a)が、繊維方向(a)に沿って互いに平行な側端(c)と、該側端(c)に対して30°〜60°の傾斜角で傾斜して交差する互いに平行な他の側端(c′)とを備えた複数の分割小片(1′a)を、上記繊維方向に沿った側端(c)に沿って帯状又は短冊状に配置してなり、上記各分割小片(1′a)が、ロータリーレースによってシート状に切削形成した繊維方向(a)が長手方向の側端(b)に対して略直交しているロータリー単板(1)をその繊維方向(a)と略同方向の切断線(c)に沿って、略正方形或いは長方形に切断分割して一次的な単板小片(1a)を形成し、次いで切断された多数の単板小片(1a)の切断線(c)と交差する非切断側の側端(b)同士を順次連接接合させることにより、帯状又は短冊状の接合単板(1′)を形成し、上記接合単板(1′)を、その長手方向の側端(ロータリー単板における切断線c)に対して斜め方向に30°〜60°傾斜させた切断線(c′)において再度切断分割して、繊維方向(a)と略同方向の平行な切断線(c)と他の平行な切断線(c′)とを四辺とする平行四辺形に形成したものからなり、更には積層断面内で隣接する単板層(2′a)同士では各他の側端(c′)を揃えてなる斜行型単版積層材。
A plurality of single plates that are cut and formed into a sheet shape to form a single plate layer (2'a) in the laminated cross section, and the fiber directions (a) of the single plate layers (2'a) that are adjacent vertically are opposite to each other. A laminated material (2) that is laminated and adhered so as to intersect at an inclination angle of 60 ° to 120 °,
The single plate layer (2'a) is inclined with a side end (c) parallel to each other along the fiber direction (a) and an inclination angle of 30 ° to 60 ° with respect to the side end (c). A plurality of divided pieces (1'a) having intersecting other side ends (c ') parallel to each other are arranged in a strip shape or a strip shape along the side ends (c) along the fiber direction. becomes, the respective divided pieces (1'a) is a rotary fiber direction were cut formed into a sheet by rotary race (a) is substantially perpendicular to the longitudinal direction of the side edge (b) single plate (1) Is cut and divided into a substantially square or rectangle along the cutting line (c) in the same direction as the fiber direction (a) to form a primary single plate piece (1a), and then a number of cut single units By connecting the side edges (b) on the non-cutting side intersecting with the cutting line (c) of the plate piece (1a) in sequence, the strip or short A book-like joined single plate (1 ') is formed, and the joined single plate (1') is inclined at an angle of 30 ° to 60 ° with respect to the longitudinal end (cut line c in the rotary single plate). Cut again at the inclined cutting line (c ′), and the parallel cutting line (c) in the same direction as the fiber direction (a) and another parallel cutting line (c ′) are parallel. A skew type single plate laminated material which is formed of a quadrangular shape and further has the other side edges (c ') aligned between adjacent single plate layers (2'a) in the laminated section.
繊維方向(a)に沿った側端(c)に対する他の側端(c′)の傾斜角が約45°である請求項1の斜行型単板積層材。   2. The skew type veneer laminate according to claim 1, wherein an inclination angle of the other side end (c ′) with respect to the side end (c) along the fiber direction (a) is about 45 °.
JP2005150151A 2005-05-23 2005-05-23 Skew type single plate laminate Expired - Lifetime JP3858177B2 (en)

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