JP4227864B2 - Joists, foundations, pillars and panel frames - Google Patents

Joists, foundations, pillars and panel frames Download PDF

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JP4227864B2
JP4227864B2 JP2003290620A JP2003290620A JP4227864B2 JP 4227864 B2 JP4227864 B2 JP 4227864B2 JP 2003290620 A JP2003290620 A JP 2003290620A JP 2003290620 A JP2003290620 A JP 2003290620A JP 4227864 B2 JP4227864 B2 JP 4227864B2
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material piece
molded body
wood
binder
wood material
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宏夫 井上
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Sekisui Chemical Co Ltd
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Description

本発明は根太、土台、柱及びパネル枠に関する。   The present invention relates to joists, foundations, columns, and panel frames.

エンジニアードウッドと称される木質系複合材料は、例えば、細長い木質材料片に結合剤を塗布するなどして担持させた結合剤付き木質材料片を、その長手方向に向きを揃えて積層し、この積層体を加圧・加熱することによって得られる成形が知られている(例えば、特許文献1)。
特開2001−341110号公報
The wood-based composite material called engineered wood, for example, laminates a wood material piece with a binder carried by applying a binder to an elongated wood material piece, with its orientation aligned in the longitudinal direction, A molded body obtained by pressurizing and heating this laminate is known (for example, Patent Document 1).
JP 2001-341110 A

しかしながら、長さ20mm〜150mmの木質材料チップを使用して成形された成形体を根太、土台及び柱の構造材料として使用する場合は、釘や螺子の接合力や、荷重に対する耐力(めり込み耐力)が不安な場合があった。   However, when a molded body formed using a wood material chip having a length of 20 mm to 150 mm is used as a structural material for joists, foundations, and pillars, the bonding strength of nails and screws, and the load bearing strength (indentation strength) There was a case that was uneasy.

本発明の目的は、長さ20mm〜150mmの木質材料チップを使用した成形体であっても、釘や螺子の接合力や、荷重に対する耐力(めり込み耐力)に優れる根太、土台、柱及びパネル枠を提供することにある。   The object of the present invention is a joist, foundation, column, and panel frame, which are excellent in the bonding strength of nails and screws and the load bearing strength (indentation strength) even in a molded body using a wood material chip having a length of 20 mm to 150 mm. Is to provide.

上記目的を達成するために、本発明の請求項1に記載の根太は、厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれに垂直な方向を上下方向となるように大引の上に設置され、釘又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする。 In order to achieve the above object, the joist according to claim 1 of the present invention is composed of an elongated wooden material piece and a binder having a thickness of 1 to 11 mm and a length of 20 mm to 150 mm. stacked orientation state to face one direction, wood material to each other are combined with a binder is heated and pressed it, the molded body 70% or more by weight is a woody material piece, the molded body Installed on the draw so that the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece is the up and down direction, and the fasteners such as nails or screws are placed in the longitudinal direction and the compression direction of the wood material piece in the molded body Are combined in a direction perpendicular to each other.

本発明の請求項2に記載の根太は、厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれに垂直な方向を上下方向となるように大引の上に設置され、成形体の上に設けられた床下地材又は床材を釘又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする。 The joist according to claim 2 of the present invention is composed of an elongated wood material piece and a binder having a thickness of 1 to 11 mm and a length of 20 mm to 150 mm, and the wood material piece is oriented so as to face almost one direction. stacked in state, the wooden material to each other are combined with a binder is heated and pressed it, the molded body 70% or more by weight is a woody material piece, compress the longitudinal direction of the wood material pieces in the molded body Wood material in the molded body is a floor base material or flooring provided on the molded body, and a binder such as nails or screws is installed on the large body so that the direction perpendicular to the direction is the vertical direction. It is characterized in that it is put in a direction perpendicular to the longitudinal direction and the compression direction of the pieces and combined.

本発明の請求項3に記載の土台は、厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を上下方向となるように基礎上に設置され、アンカーボルトが成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて基礎に結合されることを特徴とする。 The foundation according to claim 3 of the present invention is composed of an elongated wooden material piece and a binder having a thickness of 1 to 11 mm and a length of 20 mm to 150 mm, and the wooden material piece is oriented so as to face almost one direction. stacked in state, the wooden material to each other are combined with a binder is heated and pressed it, the molded body 70% or more by weight is a woody material piece, compress the longitudinal direction of the wood material pieces in the molded body It is installed on the foundation so that the direction perpendicular to the direction is the vertical direction, and the anchor bolt is inserted in the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body, respectively, and is connected to the foundation. Features.

本発明の請求項4に記載の柱は、厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を壁面と垂直となるように設置され、壁面材から釘又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする。 The pillar according to claim 4 of the present invention is composed of an elongated wooden material piece and a binder having a thickness of 1 to 11 mm and a length of 20 mm to 150 mm, and the wooden material piece is oriented so as to face almost one direction. stacked in state, the wooden material to each other are combined with a binder is heated and pressed it, the molded body 70% or more by weight is a woody material piece, compress the longitudinal direction of the wood material pieces in the molded body It is installed so that the direction perpendicular to the direction is perpendicular to the wall surface, and from the wall material, a nail or a screw or other coupling tool is put in the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body and joined together It is characterized by being.

本発明の請求項5に記載のパネル枠は、厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、釘、タッカー又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする。 The panel frame according to claim 5 of the present invention is composed of an elongated wooden material piece and a binder having a thickness of 1 to 11 mm and a length of 20 mm to 150 mm, and is oriented so that the wooden material piece is directed substantially in one direction. The molded body is piled in a state where it is heated, pressurized and bonded to each other by a binder, and the weight ratio of 70% or more is a wooden material piece. It is characterized in that it is put in a direction perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body and joined together.

木質材料片となる原料材の樹種としては、主に、スギ、ヒノキ、スプルース、ファー、ラジアータパイン等の針葉樹、シラカバ、アピトン、カメレレ、センゴンラウト、アスペン等の広葉樹が挙げられるが、これら森林から生産される植物材料だけでなく、竹、コウリャンといった森林以外で生産される植物材料をも含めることができる。
廃棄木材とは、特に限定されないが、例えば、上記樹種の丸太、間伐材等の生材料、工場や住宅建築現場で発生する端材、部材輸送後に廃棄される廃パレット材、建築解体時に発生する解体廃材等が挙げられる。
The tree species of the raw material that becomes the wood material piece mainly includes conifers such as cedar, cypress, spruce, fur, radiata pine, and broad-leaved trees such as birch, apiton, chamelere, sengonlaut, and aspen. It can include not only plant materials that are produced, but also plant materials that are produced outside forests, such as bamboo and sorghum.
Waste wood is not particularly limited, but, for example, logs of the above-mentioned tree species, raw materials such as thinned wood, scraps generated at factories and residential construction sites, waste pallet materials discarded after transportation of materials, generated at the time of building demolition Demolition waste materials, etc. are listed.

上記原料材を木質材料片にする破砕方法としては、ハンマーミル破砕機により破砕される。フレーカーの回転刃によって丸太を切削してストランドにする一般にパーティクルボードに使用されているような切削を要素とした小片製造機(ナイフフレーカーなど)では、小片が薄く削られ、木材の繊維が切断された物になり強度が比較的でにくく、破砕を要素とする破砕機により作製された破砕チップは20mm〜150mmの長さの紡錘状になり強度がでやすいからである。   As a method for crushing the raw material into a wooden material piece, the material is crushed by a hammer mill crusher. A small piece manufacturing machine (knife flaker, etc.) that uses cutting as the element generally used in particle boards to cut logs with a rotary blade of a flaker, cuts thin pieces thinly and cuts wood fibers. This is because the crushing tip produced by a crusher using crushing as an element becomes a spindle shape having a length of 20 mm to 150 mm and is easy to increase in strength.

使用される木質材料片は、その比重が0.3〜0.6、その長さが20mm〜150mm、その厚さ(短辺)が1mm〜11mmであることが好ましい。製造された木質系複合材料の嵩密度が0.6以上に限定されるが、その理由は、以下の通りである。
即ち、木質材料片の比重が0.3未満のもの場合、木質が腐敗しているため十分な強度が得られなかったり、成形時の圧密処理を十分に行うことができず、強度が得られない。木質材料片の比重が0.6を越えるものは、木質材料片が固く、所望する構造材としての成形が難しい。
The wood material piece used preferably has a specific gravity of 0.3 to 0.6, a length of 20 mm to 150 mm, and a thickness (short side) of 1 mm to 11 mm. Although the bulk density of the manufactured wood type composite material is limited to 0.6 or more, the reason is as follows.
That is, when the specific gravity of the wood material piece is less than 0.3, sufficient strength cannot be obtained due to the decay of the wood, or the compaction process cannot be sufficiently performed at the time of molding, and the strength is obtained. Absent. When the specific gravity of the wood material piece exceeds 0.6, the wood material piece is hard, and it is difficult to form it as a desired structural material.

木質材料片の厚さが1mm未満のものを用いると、構成材料片が小さくなりすぎ、多くの結合材が必要となり、強度を発現しない。一方、木質材料片の厚さが11mmを越えると、構造材料の厚さ方向への木質片の積層数が少なくなってしまい、応力伝達が十分に行えず、木質片の継ぎ目に応力集中を起こしやすく、所望な強度を得ることができない。
木質材料片の長さが20mm未満のものを用いると、構造材として使用する場合、軸方向の強度が不十分となり、150mmを越えるものを用いると、木質材料片を積層したとき、1本の木質材料片の積層交点が増してしまい、十分な圧密化ができない。木質材料片の長さは、完全にきっちり分離できる物ではないため、重量比で、70%以上であり、好ましくは80%以上が、上記長さの破砕チップが含有していれば十分効果が発揮される。
When a wood material piece having a thickness of less than 1 mm is used, the constituent material piece becomes too small, a large amount of binder is required, and strength is not exhibited. On the other hand, if the thickness of the wooden piece exceeds 11 mm, the number of laminated pieces of wooden pieces in the thickness direction of the structural material decreases, stress transmission cannot be performed sufficiently, and stress concentration occurs at the joint of the wooden pieces. It is easy and the desired strength cannot be obtained.
If a wood material piece with a length of less than 20 mm is used, when used as a structural material, the strength in the axial direction becomes insufficient. If a wood material piece with a length exceeding 150 mm is used, when the wood material pieces are laminated, The crossing points of the wood material pieces increase, and sufficient consolidation cannot be achieved. Since the length of the wood material piece is not a material that can be completely separated, the weight ratio is 70% or more, and preferably 80% or more is sufficient if the crushed chips of the above length are contained. Demonstrated.

また、木質材料片の長さと厚さとの比は、特に限定されないが、長さが厚さの10倍以上となることが好ましい。すなわち、長さが厚さの10倍未満であると、木質系複合材料の軸方向の強度が不十分となる恐れがある。   Further, the ratio of the length of the wood material piece to the thickness is not particularly limited, but the length is preferably 10 times or more of the thickness. That is, if the length is less than 10 times the thickness, the strength in the axial direction of the wood-based composite material may be insufficient.

嵩密度が0.6未満では木質材料片の十分な結合が得られず、構造材として用いる場合、十分な強度を得ることができない恐れがある。
さらに、空隙率は、特に限定されないが、10%以下となることが好ましい。すなわち、空隙率が10%を越えると、木質系複合材料中の各木質材料片同士の結合が不十分となり、十分な強度を発現しなくなる恐れがある。
When the bulk density is less than 0.6, sufficient bonding of the wooden material pieces cannot be obtained, and when used as a structural material, there is a possibility that sufficient strength cannot be obtained.
Further, the porosity is not particularly limited, but is preferably 10% or less. That is, if the porosity exceeds 10%, the bonding between the wooden material pieces in the wooden composite material becomes insufficient, and there is a possibility that sufficient strength may not be exhibited.

本発明で用いられる結合剤としては、フェノール樹脂、尿素樹脂、イソシアネート等、合板やパーティクルボードに用いられる木材工業用の接着剤が挙げられ、これらの結合剤は、単独或いは数種類を併用しても良い。
また、結合剤は、液状でも粉末状でも構わないが、木質材料片に噴霧したり、混合した状態で付着される。
Examples of the binder used in the present invention include phenol resin, urea resin, isocyanate and the like, and adhesives for wood industry used for plywood and particle board. These binders may be used alone or in combination of several kinds. good.
The binder may be liquid or powdery, but is attached to the wood material piece in a sprayed or mixed state.

プレス機としては、特に限定されないが、例えば、既存の木質系材料成形用の縦型プレス機や連続プレス機を垂直方向動作にしたものを用いることができる。
加熱方法としては、特に限定されないが、例えば、熱盤のように木質材料片の表面から伝熱により内部に熱を伝える方法や、蒸気噴射や高周波加熱等のように内部を直接加熱する方法が挙げられる。加熱と加圧とは、同時に行ってもよいし、加圧をした後に加熱をしてもよいし、加熱した後に加圧してもよい。また、本発明において、木質材料片の積層マットは、3層以上とすることが好ましい。即ち、2層以下では構造材として十分な強度が得られなくなる恐れがある。
Although it does not specifically limit as a press machine, For example, what used the vertical type | mold press machine and the continuous press machine for shaping | molding the existing wood type material to a perpendicular | vertical direction operation can be used.
The heating method is not particularly limited, but for example, there is a method of transferring heat from the surface of a wooden material piece to the inside by heat transfer like a hot plate, or a method of directly heating the inside such as steam injection or high frequency heating. Can be mentioned. Heating and pressurization may be performed simultaneously, may be performed after pressurization, or may be performed after heating. Moreover, in this invention, it is preferable that the laminated mat of a wooden material piece shall be 3 layers or more. That is, if there are two layers or less, there is a possibility that sufficient strength as a structural material cannot be obtained.

さらに、本発明の木質系複合材料を製造する場合、プレス成形後、得られる木質系複合材料の寸法精度や表面性を向上させるために、アニール処理や、切削、サンディング加工を行うことが好ましい。   Furthermore, when producing the woody composite material of the present invention, it is preferable to perform annealing, cutting, and sanding processing after press molding in order to improve the dimensional accuracy and surface properties of the woody composite material obtained.

本発明にかかる根太は、木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を上下方向とすると、上下方向が左右方向より木質材料が均一に配置されており、めり込みに対する耐力が大きく、結合具の通りがよく、結合具の保持力が大きく、水分の吸収による膨張が小さいことから、床下からの水分による変化が小さく、大引、及び床下地材や床材との結合力が大きい床組ができる。 In the joist according to the present invention, when the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece is the up and down direction, the wood material is uniformly arranged in the up and down direction from the left and right direction, and the resistance to indentation is large, Floor that has good bonding force, high holding power of the bonding tool, and small expansion due to moisture absorption, small change due to moisture from under the floor, and large bonding force and bonding strength with floor base material and flooring You can pair.

釘やねじ等の結合具の接合力が大きい理由は、木質材料片が成形体の圧縮方向に圧密化され、圧縮方向と垂直に潰れて配向していることによる。成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を上下方向とすると、上下方向の木質材料片の並が、左右方向の並びより良いため、結合具の入りがよい。また、木質材料片の潰れ方が大きい方に結合具が入るように結合するため、木質材料片の反発力が増大し、結合具を強固に固定する。 Reasons bonding strength fastener is large, such as nails and screws, woody material strip is compacted in the compression direction of the molded body due to the fact that are oriented crushed and perpendicular compression direction. When each perpendicular to the longitudinal direction and the compression direction of the wood material pieces in a shaped body and the vertical direction, parallel beauty vertical wooden material piece, for better alignment of the left and right directions, good enters the coupler. Moreover, since it couple | bonds so that a coupling tool may enter into the one where the way of crushing a wooden material piece is large, the repulsive force of a wooden material piece increases, and a coupling tool is fixed firmly.

めり込みに対する耐力が大きい理由は、木質材料片が成形体の上下に長く、左右に短く
なるように圧密化しているため、上下方向の方が成形体の単位長さ当たりの木質材料片の数が左右方向の数よりも少ない。つまり、木質材料片同士の接着点が少なく木質材料の量が多い。よって、成形体の上下方向からの荷重に対する抵抗が大きくなる。
The reason why the resistance to denting is large is that the wood material pieces are consolidated so that they are long on the top and bottom of the compact and short on the left and right, so the number of wood material pieces per unit length of the compact is higher in the vertical direction. Less than the number in the horizontal direction. That is, there are few adhesion points of wood material pieces, and there is much quantity of wood material. Therefore, the resistance with respect to the load from the up-down direction of a molded object becomes large.

水分の吸収による膨張が小さい理由は、成形体の圧縮方向に圧密化しており、木質材料片を構成する木質繊維も圧縮方向に潰されている。よって、成形体に水分が入ると潰されている木質繊維の一部が回復し、圧縮方向の方の膨張が大きくなる。よって、圧縮方向と垂直な方の膨張が小さい。   The reason why the expansion due to moisture absorption is small is that the compacted body is compacted in the compression direction, and the wood fibers constituting the wood material piece are also crushed in the compression direction. Therefore, when moisture enters the molded body, a part of the crushed wood fiber is recovered, and the expansion in the compression direction increases. Therefore, expansion in the direction perpendicular to the compression direction is small.

本発明にかかる土台は、木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を上下方向とすると、荷重耐力が左右方向の1.1倍から2.2倍となり、土台の上に設置される柱、またはパネルの荷重によるめり込みを防止する効果がある。また、土台はめり込みに対する耐力が大きく、アンカーボルトの接合力が大きいため、住宅の風圧力に対する耐力が向上する。
また、地面からの水分による膨張率が、土台の上下方向の方が左右方向より3分の1程度小さく、柱、またはパネルに及ぼす土台の水分吸収による膨張の影響が小さい。
The foundation according to the present invention is installed on the foundation, with the load bearing strength being 1.1 to 2.2 times that in the left-right direction, assuming that the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece is the vertical direction. There is an effect to prevent penetration due to the load of the column or panel. In addition, since the base has a high resistance to intrusion and a large anchor bolt joining force, the resistance to wind pressure of the house is improved.
Further, the expansion rate due to moisture from the ground is smaller by about one third in the vertical direction of the base than in the horizontal direction, and the influence of expansion due to moisture absorption of the base on the column or panel is small.

本発明にかかる柱は、木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を壁面と垂直となるように設置するため、接合具の通りがよく、且つ接合具の保持力が大きく、水分の吸収による膨張が小さいことから、壁面材を強固に固定でき、壁内水分の上昇による間柱の膨張が壁面に与える影響が少なく、安定した壁面を維持できる。 Since the pillar according to the present invention is installed so that the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece is perpendicular to the wall surface, the fitting is good and the holding power of the joining tool is large, moisture Since the expansion due to the absorption of water is small, the wall surface material can be firmly fixed, and the expansion of the pillars due to the increase of the moisture in the wall has little influence on the wall surface, and a stable wall surface can be maintained.

本発明にかかるパネル枠は、木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を面材と垂直となるように接合しているため、接合具の通りがよく、且つ接合具の保持力が大きく、水分の吸収による膨張が小さいことから、面材を強固に固定でき、パネル内の水分の上昇による角材の膨張が面材にあたえる影響が少なく、不陸の少ないパネル面を維持できる。 Since the panel frame according to the present invention is joined so that the direction perpendicular to the longitudinal direction and the compression direction of the wood material piece is perpendicular to the face material, the joining tool is good and the holding power of the joining tool is good. Since the expansion due to moisture absorption is small and the surface material is small, the surface material can be firmly fixed, and the expansion of the square material due to the increase of the moisture in the panel has little influence on the surface material, and the panel surface with little unevenness can be maintained.

本発明の成形体は、重量比で70%以上が厚さ1mm〜11mm、長さ20mm〜150mm、長さ/厚さ≧10の木質材料片を用いて製造され、空隙率10%以下、嵩密度0.6以上であるので、構造材として十分な強度を備えている。   The molded body of the present invention is manufactured using a wood material piece having a thickness ratio of 1 to 11 mm, a length of 20 mm to 150 mm, and a length / thickness ≧ 10 with a weight ratio of 70% or more. Since the density is 0.6 or more, it has sufficient strength as a structural material.

図1は、木質材料片と結合材とからなる成形体の斜視図である。成形体における木質材料片の上下2面の長手方向(これを、成形体における長手方向ともいう)(図の矢印X方向)に対して垂直方向(図の矢印Z方向)に木質材料片の断面積が70%以下に圧縮され、木質材料片が扁平される。上下2面の木質材料片の平均配向角度が各木質材料片の繊維方向αと成形体における長手方向(図の矢印X方向)とのなす角度の絶対値の平均が30度以内の角度で配向している。
木質材料片を長手方向に配向させて単に積まれたものは、チップ/チップ間に空隙が生じ、強度が低い。しかし、長手方向に対して垂直方向に扁平されたチップが積まれたものは、紡錘状から平板状になり、チップ/チップ間の空隙が物理的に小さくなり強度が高い。
断面積が70%以下に圧縮されるので、チップの断面の形状が紡錘状から平板状に扁平され、一方向に配向してもチップ/チップ間に隙間が少なくなり、強度が高い。
FIG. 1 is a perspective view of a molded body made of a wood material piece and a binder. The longitudinal direction of the upper and lower surfaces of the wood material piece in the molded body (this is also referred to as the longitudinal direction in the molded body) (the arrow X direction in the figure ) (cut arrow direction Z in the figure) The area is compressed to 70% or less, and the wood material piece is flattened. The average orientation angle of the wood material pieces on the upper and lower surfaces is oriented so that the average of the absolute values of the angle between the fiber direction α of each wood material piece and the longitudinal direction (arrow X direction in the figure) of the wood material is within 30 degrees. is doing.
When the pieces of wood material are simply stacked in the longitudinal direction, voids are generated between the chips and the strength is low. However, a stack of chips flattened in a direction perpendicular to the longitudinal direction changes from a spindle shape to a flat plate shape, and the gap between the chips / chips is physically reduced and the strength is high.
Since the cross-sectional area is compressed to 70% or less, the cross-sectional shape of the chip is flattened from a spindle shape to a flat plate shape, and even when oriented in one direction, the gap between the chips / chips is reduced and the strength is high.

図2の(a)は本発明にかかる根太の斜視図であり、(b)は本発明にかかる根太の側面図である。成形体11における木質材料片の長手方向Xと圧縮方向Zにそれぞれに垂直な方向Yを上下方向となるように大引12の上に設置される。釘又はねじ等の結合具13が成形体11における木質材料片の長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yに入
れられて結合される。また、成形体11の上に設けられた床材15を釘又はねじ等の結合具14が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向Yに入れられて結合される。
2A is a perspective view of a joist according to the present invention, and FIG. 2B is a side view of the joist according to the present invention. The molded material 11 is placed on the fork 12 so that the vertical direction Y is perpendicular to the longitudinal direction X and the compression direction Z of the wood material piece . A coupler 13 such as a nail or a screw is inserted in the longitudinal direction X of the wood material piece in the molded body 11 and the direction Y perpendicular to the compression direction Z and coupled. Further, a flooring 15 provided on the molded body 11 is joined by a coupling tool 14 such as a nail or a screw placed in a direction Y perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body.

本発明にかかる根太は、長手方向と圧縮方向にそれぞれ垂直な方向を上下方向としているので、上下方向が左右方向より木質材料が均一に配置されており、めり込みに対する耐力が大きく、結合具の通りがよい。また、結合具の保持力が大きく、水分の吸収による膨張が小さいことから、床下からの水分による変化が小さく、大引、及び床下地材や床材との結合力が大きい床組ができる。   In the joist according to the present invention, the vertical direction is the direction perpendicular to the longitudinal direction and the compression direction. Is good. In addition, since the holding power of the coupler is large and the expansion due to moisture absorption is small, a change due to moisture from under the floor is small, and a floor assembly having a large pulling force and a large coupling force with the floor base material and the flooring material can be formed.

図3は本発明にかかる土台の斜視図である。成形体11における木質材料片の長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yを上下方向となるように基礎上21に設置される。アンカーボルト22が成形体における木質材料片の長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yに入れられて基礎21に結合される。 FIG. 3 is a perspective view of the foundation according to the present invention. It is installed on the foundation 21 so that the longitudinal direction X and the longitudinal direction X of the wood material piece in the molded body 11 are perpendicular to the compression direction Z, respectively. Anchor bolts 22 are inserted in a direction Y perpendicular to the longitudinal direction X and the compression direction Z of the wood material piece in the molded body, and are connected to the foundation 21.

本発明にかかる土台は、長手方向と圧縮方向にそれぞれ垂直な方向を上下方向とすると、荷重耐力が左右方向の1.1倍から2.2倍となり、成形体11からなる土台の上に設置される柱23の荷重によるめり込みを防止する効果がある。また、成形体11からなる土台はめり込みに対する耐力が大きく、アンカーボルト22の結合力が大きいため、住宅の風圧力に対する耐力が向上する。
また、地面からの水分による膨張率が、成形体11からなる土台の上下方向の方が左右方向より3分の1程度小さく、柱、またはパネルに及ぼす成形体11からなる土台の水分吸収による膨張の影響が小さい。
The base according to the present invention is installed on the base made of the molded body 11 because the load bearing strength is 1.1 to 2.2 times that in the left-right direction when the direction perpendicular to the longitudinal direction and the compression direction is the vertical direction. There is an effect of preventing the penetration by the load of the pillar 23 to be performed. In addition, since the base made of the molded body 11 has a high proof strength against intrusion and a high binding force of the anchor bolt 22, the proof strength against wind pressure of the house is improved.
In addition, the expansion rate due to moisture from the ground is about one-third smaller in the vertical direction of the base made of the molded body 11 than in the left-right direction, and the expansion due to moisture absorption of the base made of the molded body 11 exerted on the column or panel. The influence of is small.

図4の(a)は本発明にかかる柱の斜視図である。(b)は本発明にかかる柱の断面図である。(c)は本発明にかかる柱の拡大断面図である。成形体11における木質材料片の長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yを壁面31と垂直となるように設置される。壁面材31から釘又はねじ等の結合具32が成形体における木質材料片の長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yに入れられて結合される。 FIG. 4A is a perspective view of a column according to the present invention. (B) is sectional drawing of the pillar concerning this invention. (C) is an expanded sectional view of the pillar concerning this invention. The wood material piece in the molded body 11 is installed so that the longitudinal direction X and the compression direction Z of the wood material piece are perpendicular to the wall surface 31. A coupling tool 32 such as a nail or a screw is inserted into the wall material 31 in a direction Y perpendicular to the longitudinal direction X and the compression direction Z of the wooden material piece in the molded body and coupled.

本発明にかかる成形体11からなる柱は長手方向Xと圧縮方向にそれぞれ垂直な方向を壁面材31と垂直となるように設置するため、接合具の通りがよく、且つ接合具の保持力が大きく、水分の吸収による膨張が小さいことから、壁面材31を強固に固定でき、壁内水分の上昇による柱の膨張が壁面材31に与える影響が少なく、安定した壁面を維持できる。   Since the column made of the molded body 11 according to the present invention is installed so that the longitudinal direction X and the direction perpendicular to the compression direction are perpendicular to the wall surface material 31, the fitting is good and the holding force of the joining tool is high. Since the expansion due to the absorption of moisture is large and the wall surface material 31 is small, the wall surface material 31 can be firmly fixed, and the expansion of the column due to the increase of the moisture in the wall has little influence on the wall surface material 31, and a stable wall surface can be maintained.

図5は本発明にかかるパネルの斜視図である。図6は本発明にかかるパネルの別の実施例を示す斜視図である。成形体11が、釘42、タッカー41が成形体11における木質材料片の長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yに入れられて結合される。本発明にかかるパネル枠は、長手方向Xと圧縮方向Zにそれぞれ垂直な方向Yを面材(図示せず)と垂直となるように結合しているため、結合具の通りがよく、且つ結合具の保持力が大きく、水分の吸収による膨張が小さいことから、面材を強固に固定でき、パネル内の水分の上昇による角材の膨張が面材にあたえる影響が少なく、不陸の少ないパネル面を維持できる。 FIG. 5 is a perspective view of a panel according to the present invention. FIG. 6 is a perspective view showing another embodiment of the panel according to the present invention. The molded body 11 is joined by inserting the nail 42 and the tucker 41 in a direction Y perpendicular to the longitudinal direction X and the compression direction Z of the wood material piece in the molded body 11. In the panel frame according to the present invention, the direction Y that is perpendicular to the longitudinal direction X and the compression direction Z is coupled so as to be perpendicular to the face material (not shown). Because the holding power of the tool is large and the expansion due to moisture absorption is small, the face material can be firmly fixed, and the expansion of the square material due to the rise of moisture in the panel has little effect on the face material, and the panel surface with less unevenness Can be maintained.

本発明にかかる木質材料片と結合材とからなる成形体の斜視図である。It is a perspective view of the molded object which consists of a wooden material piece concerning this invention, and a binder. (a)本発明にかかる根太の斜視図である。 (b)本発明にかかる根太の側面図である。(A) It is a perspective view of the joist concerning this invention. (B) It is a side view of the joist concerning this invention. 本発明にかかる土台の斜視図である。It is a perspective view of the foundation concerning this invention. (a)本発明にかかる柱の斜視図である。 (b)本発明にかかる柱の断面図である。 (c)本発明にかかる柱の拡大断面図である。(A) It is a perspective view of the pillar concerning this invention. (B) It is sectional drawing of the pillar concerning this invention. (C) It is an expanded sectional view of the pillar concerning this invention. 本発明にかかるパネルの斜視図である。It is a perspective view of the panel concerning this invention. 本発明にかかるパネルの別の実施例を示す斜視図である。It is a perspective view which shows another Example of the panel concerning this invention.

符号の説明Explanation of symbols

11 成形体
21 基礎
31 壁面材
32 釘
41 タッカー
11 Molded body 21 Foundation 31 Wall material 32 Nail 41 Tucker

Claims (5)

厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれに垂直な方向を上下方向となるように大引の上に設置され、釘又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする根太。 It consists of an elongated wooden material piece and a binder in the range of thickness 1 to 11 mm and length 20 mm to 150 mm, stacked in a state in which the wooden material pieces are oriented so as to face almost one direction, and heated and pressurized. A molded body in which wood materials are bonded to each other by a binder, and a weight ratio of 70% or more is a wood material piece, the vertical direction is perpendicular to the longitudinal direction and the compression direction of the wood material piece in the formed body . In this way, the joist is installed on the large pull, and a joint such as a nail or a screw is inserted and joined in a direction perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body. 厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれに垂直な方向を上下方向となるように大引の上に設置され、成形体の上に設けられた床下地材又は床材を釘又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする根太。 It consists of an elongated wooden material piece and a binder in the range of thickness 1 to 11 mm and length 20 mm to 150 mm, stacked in a state in which the wooden material pieces are oriented so as to face almost one direction, and heated and pressurized. A molded body in which wood materials are bonded to each other by a binder, and a weight ratio of 70% or more is a wood material piece, the vertical direction is perpendicular to the longitudinal direction and the compression direction of the wood material piece in the formed body . In this way, the floor base material or flooring material installed on the molded body is connected to the longitudinal direction and the compression direction of the wood material piece in the molded body with a nail or screw, etc. A joist characterized by being put in and combined. 厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を上下方向となるように基礎上に設置され、アンカーボルトが成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて基礎に結合されることを特徴とする土台。 It consists of an elongated wooden material piece and a binder in the range of thickness 1 to 11 mm and length 20 mm to 150 mm, stacked in a state in which the wooden material pieces are oriented so as to face almost one direction, and heated and pressurized. A molded body in which wood materials are bonded to each other by a binder and a weight ratio of 70% or more is a wood material piece so that the vertical direction is perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body . The foundation is characterized in that it is installed on the foundation and anchor bolts are inserted in directions perpendicular to the longitudinal direction and the compression direction of the wooden material pieces in the molded body, respectively, and joined to the foundation. 厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向を壁面と垂直となるように設置され、壁面材から釘又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とする柱。 It consists of an elongated wooden material piece and a binder in the range of thickness 1 to 11 mm and length 20 mm to 150 mm, stacked in a state in which the wooden material pieces are oriented so as to face almost one direction, and heated and pressurized. A molded body in which wood materials are bonded to each other by a binder and a weight ratio of 70% or more is a wood material piece is perpendicular to the wall surface in a direction perpendicular to the longitudinal direction and the compression direction of the wood material piece in the formed body . The pillar is characterized in that a connecting tool such as a nail or a screw is inserted from the wall surface material in a direction perpendicular to the longitudinal direction and the compression direction of the wood material piece in the molded body and coupled. 厚み1〜11mm、長さ20mm〜150mmの範囲にある細長い木質材料片と結合剤
とからなり、木質材料片がほぼ一方向を向くように配向された状態で積まれ、加熱・加圧されて結合剤により木質材料同士が結合されてなり、重量比70%以上が木質材料片である成形体が、釘、タッカー又はねじ等の結合具が成形体における木質材料片の長手方向と圧縮方向にそれぞれ垂直な方向に入れられて結合されることを特徴とするパネル枠。
It consists of an elongated wooden material piece and a binder in the range of thickness 1 to 11 mm and length 20 mm to 150 mm, stacked in a state in which the wooden material pieces are oriented so as to face almost one direction, and heated and pressurized. A molded body in which wood materials are bonded to each other by a binder and a weight ratio of 70% or more is a wood material piece, and a binding tool such as a nail, a tucker or a screw is in the longitudinal direction and the compression direction of the wood material piece in the molded body . A panel frame characterized by being put in a vertical direction and joined together.
JP2003290620A 2003-08-08 2003-08-08 Joists, foundations, pillars and panel frames Expired - Fee Related JP4227864B2 (en)

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