JP2010221514A - Structural laminated lumber - Google Patents

Structural laminated lumber Download PDF

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JP2010221514A
JP2010221514A JP2009071032A JP2009071032A JP2010221514A JP 2010221514 A JP2010221514 A JP 2010221514A JP 2009071032 A JP2009071032 A JP 2009071032A JP 2009071032 A JP2009071032 A JP 2009071032A JP 2010221514 A JP2010221514 A JP 2010221514A
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layer
reinforcing
square
plate
laminated material
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JP5306008B2 (en
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Hideaki Komatsu
秀彰 小松
Yoshinori Tetsura
義徳 鉄羅
Masafumi Kaneko
雅文 金子
Hiroki Ishiyama
央樹 石山
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Sumitomo Forestry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a structural laminated lumber which is hardly deflected and has a required shear strength. <P>SOLUTION: The square timber-shaped structural laminated lumber 10 having integrally bonded five or more layers includes an outside layer Aa positioned at the outermost side, a reinforcing layer Ab adjacent to the outside layer Aa, and an inside adjacent layer Ac sandwiching the reinforcing layer Ab with the outside layer Aa. The reinforcing layer Ab includes a plurality of square timbers 12 and a reinforced fiber sheet 13 arranged side by side. The reinforced fiber sheet 13 is bent and sandwiched between the square timber 12 and the outside layer Aa or the inside adjacent layer Ac, and between the square timbers 12, 12 adjacent to each other and provided so as to extend from one end to the other end in the width direction of the reinforced layer Ab. A plate-like material 11 and the square timber 12 composing respective layers (A) which are integrally bonded are constituted by making the direction of the fiber approximately parallel. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

この発明は、荷重の付加側に生ずる強い圧縮応力と、反対側に生ずる強い引っ張り応力に適応して、小さな断面積にもかかわらず撓み難く、剪断し難い梁や耐風梁等の構造用集成材を提供するものである。   The present invention adapts to a strong compressive stress generated on the load-adding side and a strong tensile stress generated on the opposite side, and is not easily bent despite a small cross-sectional area and is not easily sheared. Is to provide.

木材の有効活用や、個々の木材に特有の癖等を極力少なくして品質管理のされた各種集成材が、建築用材として用いられている。かかる集成材は、各種の条件を考慮して人為的に、当該集成材の使用対象に適合するように構成できる利点を備えている。   Various laminated materials that have been quality-controlled with the effective use of wood and minimal wrinkles unique to individual wood are used as building materials. Such a laminated material has an advantage that it can be configured to be artificially adapted to the usage object of the laminated material in consideration of various conditions.

かかる点から、近時、造作用材に限らず、梁等の構造用材を集成材で構成する傾向にあり、例えば、梁等の高い曲げ応力を受ける構造材では、異等級構成集成材等の材が用いられる傾向にあり、集成材の構成素材の確保や、製作コストの面で不都合を生ずる傾向にある。   In view of this, recently, there is a tendency to construct a structural material such as a beam, not limited to a construction material, with a laminated material. For example, in a structural material subjected to a high bending stress such as a beam, a material such as a different grade composed laminated material Tends to be used, and there is a tendency to inconvenience in terms of securing the constituent material of the laminated material and manufacturing cost.

かかる点から、集成材を各種の素材を用いて補強したり、強化することが試みられている。例えば、曲げ強度を大きくする目的から、単板の間に補強繊維シートを単板の繊維方向に挟み込み、それらを接着して大判の合板とし、その合板を補強繊維シートの縁に沿って切断して合板部材とし、複数の合板部材を、互いの補強繊維シートを下部に配して一体に左右に積層接着し木製梁とすることが開示されている(例えば、特許文献1)。   From this point, attempts have been made to reinforce or reinforce the laminated wood using various materials. For example, for the purpose of increasing the bending strength, the reinforcing fiber sheet is sandwiched between the single plates in the fiber direction of the single plate, and they are bonded to form a large plywood, and the plywood is cut along the edge of the reinforcing fiber sheet. It is disclosed that a plurality of plywood members are arranged as members, and a reinforcing fiber sheet is arranged in the lower portion and laminated and bonded to the left and right to form a wooden beam (for example, Patent Document 1).

また、安価で容易に製造することができる繊維強化集成材を提供する目的から、複数層の木材素材の層間に、炭素繊維束を配置して接合し、繊維強化集成材を形成することが提案されている(例えば、特許文献2)。   In addition, for the purpose of providing a fiber-reinforced glulam that can be easily manufactured at low cost, it is proposed to form a fiber-reinforced glulam by arranging and bonding carbon fiber bundles between multiple layers of wood material (For example, Patent Document 2).

また、繊維強化樹脂複合体を少なくとも一層含む集成材であり、軽量で、高
タフネス、高剛性、高吸湿性で且つ木材の乾燥収縮に対する追随性の良好な集成材として、特定のアラミド繊維、特にパラ型アラミド繊維及び/又はメタ型アラミド繊維強化樹脂複合体を少なくとも一層貼り合わせてなる集成材が提案されている(例えば、特許文献3)。
In addition, a laminated material including at least one layer of a fiber reinforced resin composite, a lightweight, high toughness, high rigidity, high hygroscopic property, and a good aggregating property against dry shrinkage of wood, a specific aramid fiber, particularly A laminated material obtained by bonding at least one layer of para-type aramid fiber and / or meta-type aramid fiber reinforced resin composite has been proposed (for example, Patent Document 3).

特開2002−21252号公報JP 2002-21252 A 特開2007−245431号公報JP 2007-245431 A 特開2007−245457号公報JP 2007-245457 A

かかる特許文献1〜特許文献3に所載の木製梁及び木製梁や柱などの建築部材の製造方法、繊維強化集成材、アラミド繊維強化集成材では、いずれも、集成材の強化が目的とされているものの、集成材の積層方向において最も外側に位置する当該集成材の各外側層に続く当該各外側層の内側に位置している各層を強化層とし、当該木製梁等における荷重側に生ずる圧縮応力と、当該荷重側と反対の側に生ずる引っ張り応力に効果的に対応し、かつ、当該集成材の幅方向と厚さ方向とに順次、屈曲するように連続して備えられる一枚の強化繊維シートで強化された集成材は見あたらなかった。   In the manufacturing method of building members such as wooden beams and wooden beams and columns described in Patent Document 1 to Patent Document 3, fiber reinforced laminated materials, and aramid fiber reinforced laminated materials, all are intended to reinforce the laminated materials. However, each layer located inside each outer layer that follows each outer layer of the laminated material that is located on the outermost side in the laminating direction of the laminated material is a reinforcing layer, and is generated on the load side of the wooden beam or the like One sheet that is effectively provided for compressive stress and tensile stress generated on the side opposite to the load side, and is continuously provided to bend sequentially in the width direction and the thickness direction of the laminated material. There was no laminated wood reinforced with reinforcing fiber sheets.

かかる点から、梁等の構造材において圧縮応力の作用する側と、引っ張り応力の作用される側とに、効果的に、曲げに対する強化と、せん断に対する強化手段とを備えた集成材の提供が求められていた。   From this point of view, it is possible to effectively provide a laminated material having reinforcement against bending and means for strengthening shear on the side on which the compressive stress is applied and the side on which the tensile stress is applied in the structural material such as a beam. It was sought after.

前記課題を達成するために、この発明にあっては、接着一体とされた五層以上の角材状をなす構造用集成材であって、
この構造用集成材が、最も外側に位置する外側層と、当該外側層に隣り合う強化層と、前記外側層との間に当該強化層を挟む内側隣接層とを備えており、
前記強化層は並設された複数本の角状材と強化繊維シートを備えてなり、
この強化繊維シートが、前記角状材と外側層又は内側隣接層との間と、互いに隣り合う角状材間とに屈曲されて挟み込まれて前記強化層の幅方向の一方端から他方端にわたるように備えられており、前記接着一体とされている各層を構成する板状材及び前記角状材が繊維の向きをほぼ平行にしてあることを特徴とする構造用集成材としてある。
In order to achieve the above object, in the present invention, there is a structural laminated material having a square material shape of five or more layers integrated into an adhesive,
This structural laminated material includes an outermost layer located on the outermost side, a reinforcing layer adjacent to the outer layer, and an inner adjacent layer that sandwiches the reinforcing layer between the outer layer,
The reinforcing layer comprises a plurality of prismatic materials and reinforcing fiber sheets arranged side by side,
The reinforcing fiber sheet is bent and sandwiched between the rectangular material and the outer layer or the inner adjacent layer and between the adjacent rectangular materials, and extends from one end to the other end in the width direction of the reinforcing layer. The structural laminated material is characterized in that the plate-like material and the square-like material constituting each of the layers integrated with each other are substantially parallel to each other.

このように構成される集成材にあっては、当該集成材を梁等に用いた際に、圧縮応力の作用する側と、引っ張り応力の作用される側とに、強化繊維シートで強化された強化層が備えられており、しかも、この強化層を、板状をなすように並設されている複数本の角状材と強化繊維シートを備えて構成してあり、この強化繊維シートを、前記角状材と外側層又は内側隣接層との間と、互いに隣り合う角状材間に挟み込んだ状態で、前記強化層の幅方向の一方端から他方端にわたるように屈曲して備えるようにしてあることから、構成される角材状をなす構造用集成材に要請される曲げ強度と、剪断強度とを効果的にもたらすことができる。   In the laminated material constituted in this way, when the laminated material is used for a beam or the like, it was reinforced with a reinforcing fiber sheet on the side on which the compressive stress acts and on the side on which the tensile stress acts A reinforcing layer is provided, and the reinforcing layer is configured to include a plurality of rectangular materials and reinforcing fiber sheets arranged in parallel so as to form a plate shape. The reinforcing member is bent and provided so as to extend from one end to the other end in the width direction between the rectangular member and the outer layer or the inner adjacent layer, and sandwiched between the adjacent rectangular members. Therefore, it is possible to effectively provide the bending strength and the shear strength required for the structural laminated material having a square bar shape.

すなわち、この発明にあっては、積層状態にある角材状をなす構造用集成材の最も外側に位置している層に隣り合って備えられている強化層を、当該強化層の幅方向の向きと、この幅方向の向きに交差する向きとに、一連に連続するように一枚の強化繊維シートを備えた構成とし、この強化繊維シートによって撓み難く、必要とされる剪断強度を備える構造用集成材としてある。   That is, in the present invention, the reinforcing layer provided adjacent to the outermost layer of the structural laminated material in the form of a square in a laminated state is provided in the width direction of the reinforcing layer. And a structure including a single reinforcing fiber sheet that is continuous in a direction that intersects the direction of the width direction, and that is difficult to bend by the reinforcing fiber sheet and has a required shear strength. As laminated wood.

また、前記積層状態に構成されている角材状の構造用集成材において、前記強化層の幅方向の一方端から他方端にわたるように屈曲して備えられている前記強化繊維シートの長手縁に沿った部分が、前記構造用集成材の長手縁に沿って備えられている前記強化層を構成する角状材と前記外側層との間に挟み込まれている構造用集成材にあっては、積層状態に構成されている角材状の構造用集成材における最も外側に位置している外側層と強化層との間に、より多くの強化繊維シートが介在される構成とされ、より撓み難い構造用集成材とされる。   Further, in the square-like structural laminated material configured in the laminated state, along the longitudinal edge of the reinforcing fiber sheet that is bent and extends from one end to the other end in the width direction of the reinforcing layer In the case of the structural laminated material sandwiched between the rectangular material constituting the reinforcing layer and the outer layer provided along the longitudinal edge of the structural laminated material, For structural materials that are more difficult to bend, the structure is such that more reinforcing fiber sheets are interposed between the outermost outer layer and the reinforcing layer in the square-like structural laminated material that is configured in a state. Made of laminated timber.

さらに、前記強化繊維シートを、炭素繊維製クロスとして構成される角材状の構造用集成材にあっては、撓み難く、必要とされる剪断強度を備え、かつ、耐熱性に優れた構造用集成材とされる。   Furthermore, in the case of a square-like structural laminated material configured as a carbon fiber cloth, the reinforcing fiber sheet is difficult to bend, has the required shear strength, and has excellent heat resistance. Made of wood.

この発明は、積層されてなる角材状の構造用集成材の最も外側に位置する外側層に隣り合う層を強化層とし、この各強化層に備えられる強化繊維シートを、当該強化層の角状材と外側層又は内側隣接層との間と、互いに隣り合う角状材間とに屈曲されて挟み込まれて当該強化層の幅方向の一方端から他方端にわたるように備えた構成とし、撓み難く、所要の剪断強度を備える構造用集成材としてあり、極力小さい断面積からなる構造用集成材で梁等を構成することができ、例えば、当該構造用集成材を梁材として上階の床組をすることで、天井裏空間の設計の自由度を増すことができ、下階に十分な天井高さを備えた居室の設計をなすことができる。   The present invention uses a layer adjacent to the outermost layer located on the outermost side of the laminated laminated laminated structural material as a reinforcing layer, and uses the reinforcing fiber sheet provided in each reinforcing layer as the angular shape of the reinforcing layer. Bending between the material and the outer layer or the inner adjacent layer, and between the adjacent rectangular materials, and extending from one end to the other end in the width direction of the reinforcing layer, is difficult to bend The structural laminated material having the required shear strength can be used to construct a beam or the like with a structural laminated material having a cross-sectional area as small as possible. By doing so, the degree of freedom in designing the space behind the ceiling can be increased, and a living room with a sufficient ceiling height on the lower floor can be designed.

図1は、典型的な厚さ方向に積層してなる構造用積層材を、当該積層状態で、その要部を斜め上方から見て示している。FIG. 1 shows a structural laminate formed by laminating in a typical thickness direction, with its main part being viewed obliquely from above in the laminated state. 図2は、典型的な構造用積層材を製作する一過程を示したものであって、最も外側に位置づけられる外側層をなす板状材と、この板状材に接着された強化繊維シート及び強化層を構成するために用いる角状材の各要部とを斜め上方から見て示している。FIG. 2 shows a process of manufacturing a typical structural laminate, and includes a plate-like material forming an outermost layer positioned on the outermost side, a reinforcing fiber sheet bonded to the plate-like material, and The main parts of the square-shaped material used for constituting the reinforcing layer are shown as viewed obliquely from above. 図3は、典型的な構造用積層材を製作する一過程を示したものであって、最も外側に位置づけられる外側層をなす板状材に強化繊維シートを接着し、当該板状材における幅方向の一方端側(当該板状材における一方の長手縁に沿った部分)の当該強化繊維シートの幅方向の一端側(当該強化繊維シートにおける一方の長手縁に沿った部分)を挟み入れるように第一の角状材を接着した状態の要部を斜め上方から見て示している。FIG. 3 shows a process of manufacturing a typical structural laminate, in which a reinforcing fiber sheet is bonded to a plate-like material forming an outermost layer positioned on the outermost side, and the width in the plate-like material is shown. One end side in the width direction of the reinforcing fiber sheet (portion along one longitudinal edge in the reinforcing fiber sheet) on one end side in the direction (portion along one longitudinal edge in the plate-like material) is sandwiched The main part in the state where the first square member is bonded is shown obliquely from above. 図4は、典型的な構造用集成材を製作する他の一過程を示したものであって、図3の状態から強化繊維シートを第一の角状材に沿って起立させ、この上方の屈曲させた強化繊維シートを挟むように第二の角状材を前記第一の角状材に並べるように接着する状態の要部を斜め上方から見て示している。FIG. 4 shows another process of manufacturing a typical structural laminated material. The reinforcing fiber sheet is erected along the first square member from the state shown in FIG. The main part of the state which adhere | attaches so that a 2nd square material may be arranged in a line with the said 1st square material so that the bent reinforcing fiber sheet may be pinched | interposed is shown from diagonally upward. 図5は、この典型的な構造用集成材を製作する更に他の一過程を示したものであって、前記第一の角状材に並設された第二の角状材を覆った強化繊維シートを外側に位置している板状材に接着した状態で、この第二の角状材に対して第三の角状材を、当該角状材で前記第二の角状材と外側に位置している板状材との間に前記強化繊維シートを挟み込むように、前記第二の角状材に並設した状態に接着した状態の要部を斜め上方から見て示している。FIG. 5 shows still another process for producing this typical structural laminated material, in which a reinforcement covering a second square member juxtaposed to the first square member is shown. In a state where the fiber sheet is bonded to the plate-like material positioned outside, the third square material is attached to the second square material, and the second square material and the outside are connected to the second square material. The main part of the state bonded | attached in the state arranged in parallel with the said 2nd square material so that the said reinforcing fiber sheet | seat may be pinched | interposed between the plate-shaped materials located in FIG. 図6は、下側に位置されている最も外側に位置している外側層をなす板状材に複数の角状材と強化繊維シートとで強化層を構成すると共に、この強化層を前記外側層との間で挟む内側隣接層を構成する板状材を前記強化層に積層、接着し、当該構造用集成材に要請される必要な層数の板状材を、更に、積層、接着し、これに、前記強化層と同様の強化層、すなわち、前記の積層された内側隣接層をなす板状材における幅方向の一方端側(当該板状材における一方の長手縁に沿った部分)に第一の角状材を接着すると共に、この設置した角状材上と、当該角状材を覆って強化繊維シートの幅方向の一方端側(当該強化繊維シートの一方の長手縁に沿った部分)を接着し、この強化繊維シートを前記内側隣接層をなす板状材まで垂れさげて第二の角状材との間及び当該第二角状材と前記内側隣接層をなす板状材との間に挟み入れ、ついで、この第二角状材から外方に伸び出している当該強化繊維シートを上方に引き上げて、この強化繊維シートと前記内側隣接層をなす板状材間に第三の角状材を入れ込み、この第三の角状材と前記第二の角状材間に当該強化繊維シートを挟み入れるようにしながら、当該第三の角状材を強化繊維シートで覆うようにして、この第三の角状材から外方に伸び出している当該強化繊維シートを第三の角状材の側面から内側隣接層を構成する板状材面に貼り付け、第四の角状材で、当該強化繊維シートを第三の角状材と内側隣接層を構成する板状材に押しつけ、かかる第四の角状材で内側隣接層をなす板状材との間から上方に引き上げられた強化繊維シートの下方に第五の角状材を入れ込み、この第五の角状材で前記強化繊維シートを第四の角状材の側面に押しつけた状態で前記強化繊維シートの長手方向縁に沿った部分を当該第五の角状材の上面に添装状態に接着した状態と、この強化層に積層される最に位置される他方の外側層用板状材とを斜め上方から見て示している。FIG. 6 shows a configuration in which a reinforcing layer is composed of a plurality of rectangular materials and reinforcing fiber sheets on a plate-like material forming an outermost outer layer located on the lower side, and the reinforcing layer is disposed on the outer side. Laminate and bond the plate-like material constituting the inner adjacent layer sandwiched between the layers to the reinforcing layer, and further laminate and bond the plate-like material of the required number of layers required for the structural laminated material. In addition, a reinforcing layer similar to the reinforcing layer, that is, one end side in the width direction of the plate-like material forming the laminated inner adjacent layer (a portion along one longitudinal edge of the plate-like material) The first horn member is bonded to the horn member, and the one end side in the width direction of the reinforcing fiber sheet covering the horn member (along one longitudinal edge of the reinforcing fiber sheet). The reinforcing fiber sheet is hung down to the plate-like material forming the inner adjacent layer, And the reinforcing fiber sheet extending outwardly from the second rectangular material, and sandwiched between the second rectangular material and the plate-like material forming the inner adjacent layer. Pulled upward, a third rectangular material is inserted between the reinforcing fiber sheet and the plate-shaped material forming the inner adjacent layer, and the reinforcing fiber is interposed between the third rectangular material and the second rectangular material. While the sheet is sandwiched, the third rectangular material is covered with the reinforcing fiber sheet, and the reinforcing fiber sheet extending outward from the third rectangular material is the third rectangular material. Affixed to the plate-like material surface constituting the inner adjacent layer from the side surface of the material, the fourth square material, the reinforcing fiber sheet is pressed against the plate-like material constituting the third square material and the inner adjacent layer, The reinforcing fiber sheet pulled upward from between the plate-like material forming the inner adjacent layer with the fourth square-shaped material. A portion along the longitudinal edge of the reinforcing fiber sheet is inserted in a state where the fifth rectangular material is inserted in the direction and the reinforcing fiber sheet is pressed against the side surface of the fourth rectangular material with the fifth rectangular material. The state of being attached to the upper surface of the fifth square member and the other outer layer plate member positioned on the outermost layer laminated on the reinforcing layer are shown obliquely from above. 図7は、本発明に係る典型的な構造用集成材であって、長手方向に直交する向きで断面して側方から見て示している。FIG. 7 shows a typical structural laminated material according to the present invention, which is shown in a cross section in a direction perpendicular to the longitudinal direction and viewed from the side. 図8は、本発明に係る集成材に対応する従来例に係る集成材であって、長手方向に直交する向きで断面して示している。FIG. 8 is a laminated material according to a conventional example corresponding to the laminated material according to the present invention, and is shown in a cross-section in a direction perpendicular to the longitudinal direction. 図9は、本発明に係る集成材に対応した更に他の従来例に係る集成材であって、長手方向に直交する向きで断面して示している。FIG. 9 is a laminated material according to still another conventional example corresponding to the laminated material according to the present invention, and is shown in a cross-section in a direction orthogonal to the longitudinal direction.

この発明に係る典型的な構造用集成材10は、接着一体とされた積層体よりなり、繊維の向きを長手向きとする所定長さに構成された角材状をなす構造用集成材であって、この構造用集成材10は、積層されて角材状の構造用集成材10を構成し得る長尺状の所定長さと、所定幅と、所定厚さの層を五層以上備えており、当該層のなす幅寸法の幅寸法で、当該層の重ね合わせた厚さ寸法で、かつ当該重ね合わせ層の長さ寸法の長さ寸法の構造用集成材10とされており、例えば、梁や耐風梁等の構造用材等として用いることができる。   A typical structural laminated material 10 according to the present invention is a structural laminated material that is formed of a laminated body that is integrally bonded, and has a square shape that is configured to have a predetermined length in which the direction of fibers is a longitudinal direction. The structural laminated material 10 includes five or more layers having a predetermined length, a predetermined width, and a predetermined thickness that can be laminated to form a square-shaped structural laminated material 10. The structural laminated material 10 has a width dimension of a layer, a thickness dimension obtained by overlapping the layers, and a length dimension corresponding to the length dimension of the superimposed layers. It can be used as a structural material such as a beam.

そして、当該構造用集成材10は、積層される最も外側に位置する外側層Aaと、当該外側層Aaに隣り合う強化層Abと、前記外側層Aaとの間に当該強化層Abを挟む内側隣接層Acとを備えている。すなわち、当該構造用集成材10は、最も外側に位置する各外側層Aa、Aaと、この各外側層Aa、Aaの内側隣接層Ac、Acとの間に、それぞれ強化層Ab、Abを備えた構成としてあり、この強化層Abは、前記外側層Aa、内側隣接層Acと共に構造用集成材10を構成するものであって、これらの外側層Aa、内側隣接層Acと同様に、当該構造用集成材10を構成する長尺状の長さ寸法と、幅寸法と、厚さ寸法とを備える構成としてある。   The structural laminated material 10 includes an outer layer Aa positioned on the outermost side, a reinforcing layer Ab adjacent to the outer layer Aa, and an inner side of the reinforcing layer Ab between the outer layer Aa. And an adjacent layer Ac. That is, the structural laminated material 10 includes reinforcing layers Ab and Ab between the outermost layers Aa and Aa located on the outermost side and the inner adjacent layers Ac and Ac of the outer layers Aa and Aa, respectively. The reinforcing layer Ab constitutes the structural laminated material 10 together with the outer layer Aa and the inner adjacent layer Ac, and the structure is similar to the outer layer Aa and the inner adjacent layer Ac. It is set as the structure provided with the elongate length dimension which comprises the laminated material 10, and the width dimension and the thickness dimension.

かかる各強化層Abは並設される複数本の角状材12〜12と強化繊維シート13を備えて構成されており、しかも、この強化繊維シート13が、前記角状材12と外側層Aa又は内側隣接層Acとの間と、互いに隣り合う角状材12、12間に挟み込まれた状態で前記強化層Abの幅方向の一方端から他方端にわたるように屈曲して備えられた構成としてあり、当該強化層Abが、これらの角状材12と強化繊維シート13の接着一体とされた板状材11’をなすように構成してある。すなわち、この接着一体とされた長尺状をなす板状材11’の幅方向の一方端から他方端に、当該強化繊維シート13が、わたるように備えられている。   Each of the reinforcing layers Ab includes a plurality of square members 12 to 12 and a reinforcing fiber sheet 13 arranged side by side, and the reinforcing fiber sheet 13 includes the square member 12 and the outer layer Aa. Alternatively, as a configuration provided to be bent so as to extend from one end to the other end in the width direction of the reinforcing layer Ab in a state sandwiched between the inner adjacent layers Ac and between the adjacent square members 12, 12. The reinforcing layer Ab is configured so as to form a plate-like material 11 ′ in which the square material 12 and the reinforcing fiber sheet 13 are integrally bonded. That is, the reinforcing fiber sheet 13 is provided so as to extend from one end in the width direction to the other end of the long plate-like material 11 ′ that is integrally bonded.

かかる構造用集成材10は、前記接着一体とされている各層Aを構成する長板状をなす板状材11及び長尺状をなす前記角状材12が、その繊維の向きをほぼ平行にして構成されている。   In such a structural laminated material 10, the long plate-like plate-like material 11 and the long-shaped square-like material 12 constituting each layer A integrated with each other are made substantially parallel to each other. Configured.

このように構成される構造用集成材10にあっては、当該構造用集成材10を梁等に用いた際に、典型的に圧縮応力の作用する側と、引っ張り応力の作用される側とに、強化繊維シート13で強化された強化層Abが備えられており、しかも、この強化層Abを、板状をなすように並設されている複数本の角状材12〜12と強化繊維シート13を備えて構成してあり、この強化繊維シート13を、前記角状材12と外側層Aa又は内側隣接層Acとの間と、互いに隣り合う角状材12、12間に挟み込んだ状態で、前記強化層Abの幅方向の一方端から他方端にわたるように屈曲して備えてあり、この強化層Abによって、構成される構造用集成材10に必要とされる曲げ強度と、せん断強度とを効果的にもたらすことができる。   In the structural laminated material 10 configured as described above, when the structural laminated material 10 is used for a beam or the like, typically, a side on which compressive stress acts and a side on which tensile stress acts Further, a reinforcing layer Ab reinforced with a reinforcing fiber sheet 13 is provided, and the reinforcing layer Ab is formed of a plurality of square members 12 to 12 and reinforcing fibers arranged side by side so as to form a plate shape. A state in which the reinforcing fiber sheet 13 is sandwiched between the rectangular material 12 and the outer layer Aa or the inner adjacent layer Ac and between the adjacent rectangular materials 12 and 12. The reinforcing layer Ab is bent so as to extend from one end to the other end in the width direction, and the bending layer and the shear strength required for the structural laminated material 10 constituted by the reinforcing layer Ab. Can be brought about effectively.

すなわち、この発明にあっては、所定の長尺材として用意される構造用集成材10であって、この構造用集成材10が、所定の幅寸法で、かつ、積層一体とされて所定厚さ寸法を備えたものとしてあり、しかも、この積層される最も外側に位置している外側層Aaに隣り合って備えられている強化層Abが、当該構造用集成材10における幅方向の一方端から他方端にわたるように強化繊維シート13を備えており、しかも、この強化繊維シート13が当該構造用集成材10の幅方向の向きと、当該幅方向の向きに交差する向きとに、一連に連続するように備えられる一枚の強化繊維シート13としてあり、この強化繊維シート13が、この構造用集成材10における幅方向の向きと、この幅方向の向きに交差する向きの引っ張りと圧縮とに効果的に対応し得るようにしてある。   That is, according to the present invention, the structural laminated material 10 is prepared as a predetermined long material, and the structural laminated material 10 has a predetermined width dimension and is laminated and integrated to have a predetermined thickness. The reinforcing layer Ab that is provided adjacent to the outermost layer Aa that is positioned on the outermost side of the laminated structure is one end in the width direction of the structural laminated material 10. The reinforcing fiber sheet 13 is provided so as to extend from the other end to the other end, and in addition, the reinforcing fiber sheet 13 is continuously arranged in a direction in the width direction of the structural laminated material 10 and a direction intersecting the direction in the width direction. The reinforcing fiber sheet 13 is provided so as to be continuous, and the reinforcing fiber sheet 13 has a direction in the width direction in the structural laminated material 10 and a tension and a compression in a direction crossing the direction in the width direction. In Results to are as may correspond.

ここで構成される構造用集成材10は五層以上の厚さ寸法を備える積層体として構成してあれば、何層に構成してあってもよく、また、各層は、構成用集材層を構成する板状材であれば、いかなる素材で構成してあっても、また、いかなる態様に構成してあってもよい。
例えば、ひき板等の無垢の木製の板材であっても、また、各種の材を当該各材の繊維の向きを揃えるように定法に従って長さ方向に接合した縦継ぎ、幅方向に接着接合した幅はぎ等により所定形状の板厚寸法、幅寸法、長さ寸法を備えるように構成した木製の集成板材等を用いて構成してあっても、また、各種形状の無垢の木製の角材であっても、また、各種の材よりなる角状材を、当該角状材の繊維の向きを揃えるように定法に従って縦継ぎ、幅はぎ等により所定形状の厚さ寸法、幅寸法、長さ寸法を備えるように構成した木製の集成角材などによって、板状に構成してあってもよい。なお、前記強化層を構成する角状材は、板状をなす強化層を強化繊維シートと共に構成し得るものであれば、断面が直角四辺形の角材、断面が三角形の角材、断面が台形の角材等、いかなる形態の角状材で構成してあってもよい。
As long as the structural laminated material 10 comprised here is comprised as a laminated body provided with the thickness dimension of five layers or more, you may comprise in any number of layers, and each layer is a structural laminated material layer. As long as it is a plate-shaped material that constitutes, any material may be used, and any configuration may be used.
For example, even in the case of a solid wooden board such as a ground board, various materials are joined in the longitudinal direction according to a standard method so that the directions of the fibers of the respective materials are aligned, and bonded in the width direction. Even if it is constructed using a wooden laminated board that is configured to have a plate thickness dimension, width dimension, and length dimension of a predetermined shape by width stripping, etc., it is also a solid wooden square material of various shapes. However, a rectangular material made of various materials is longitudinally spliced according to a standard method so that the directions of the fibers of the rectangular material are aligned. You may comprise in plate shape with the wooden laminated square material comprised so that it might provide. In addition, the square member constituting the reinforcing layer is a square member having a right-angled quadrilateral section, a square member having a triangular section, and a trapezoidal section if the plate-like reinforcing layer can be formed together with the reinforcing fiber sheet. You may comprise the square material of what forms, such as a square material.

かかる積層構造よりなる角材状の構造用集成材10は、当該構造用集成材10における積層構造の最も外側に位置する外側層Aaと、当該外側層Aaに隣り合う強化層Abと、前記外側層Aaとの間に当該強化層Abを挟む内側隣接層Acとを備えており、この強化層Abが板状をなすように並設される複数本の角状材12〜12と強化繊維シート13を備えて構成されており、しかも、この強化繊維シート13が、前記角状材12と外側層Aa又は内側隣接層Acとの間と、互いに隣り合う角状材12、12間に挟み込まれた状態で前記強化層Abの幅方向の一方端から他方端にわたるように屈曲して備えられた構成としてあれば、他の補強手段、強化手段等を備えたものであってもよい。   The square-like structural laminated material 10 having such a laminated structure includes an outer layer Aa located on the outermost side of the laminated structure in the structural laminated member 10, a reinforcing layer Ab adjacent to the outer layer Aa, and the outer layer. A plurality of square members 12 to 12 and a reinforcing fiber sheet 13 that are arranged side by side so that the reinforcing layer Ab forms a plate shape. The reinforcing fiber sheet 13 is sandwiched between the square member 12 and the outer layer Aa or the inner adjacent layer Ac and between the adjacent rectangular members 12 and 12. The reinforcing layer Ab may be provided with other reinforcing means, reinforcing means, and the like as long as the reinforcing layer Ab is bent and provided so as to extend from one end to the other end in the width direction.

また、前記強化層Abは、強化繊維シート13を介して並設、接着されて板状材11’を構成し、当該積層体としての構造用集成材10における強化層Abを構成し得るものであれば、いかなる素材で構成してあっても、また、いかなる態様で構成されていてもよく、前もって、板状材11’に構成してあっても、また、他の層を構成する板状材11間に並設するようにして接着して構成するようにしてあってもよい。   Further, the reinforcing layer Ab can be arranged in parallel and bonded via the reinforcing fiber sheet 13 to constitute the plate-like material 11 ′, and can constitute the reinforcing layer Ab in the structural laminated material 10 as the laminate. As long as there is any material, it may be configured in any manner, and it may be configured in advance into the plate-like material 11 ′, or a plate-like material constituting another layer. You may make it comprise and adhere | attach so that it may arrange in parallel between the materials 11. FIG.

また、前記構造用集成材10は、当該構造用集成材10に要請される曲げ強度、剪断強度等を総合的に勘案して、当該構造用集成材10に必要な曲げ強度、剪断強度をもたらす、板厚寸法、板幅寸法、長さ寸法の板状材11を、必要数積層接着して構成する。   In addition, the structural laminated material 10 provides the necessary bending strength and shear strength for the structural laminated material 10 by comprehensively considering the bending strength and shear strength required for the structural laminated material 10. The required number of plate-like materials 11 having a plate thickness, a plate width, and a length are laminated and bonded.

また、前記強化繊維シート13は、構成される構造用集成材10に所期の曲げ強度、剪断強度をもたらすものであれば、いかなる、素材のものであってもよく、また、いかなる態様に構成してあってもよく、例えば、アラミド繊維等の合成樹脂繊維、各種金属繊維、ガラス繊維、炭素繊維等の各種の繊維素材をクロス等の適宜の形態にして構成したものを用いることができる。   The reinforcing fiber sheet 13 may be made of any material as long as it provides the structural laminated material 10 to be constructed with the desired bending strength and shear strength, and is configured in any manner. For example, synthetic resin fibers such as aramid fibers, various metal fibers, glass fibers, carbon fibers, and other various fiber materials configured in an appropriate form such as cloth can be used.

また、前記接着剤14は、構造用集成材10に所期の曲げ強度、剪断強度をもたらして、当該構造用集成材10を構成する木材を確実に接着し得るものであれば、いかなる接着剤であってもよく、構造用集成材10に要請される曲げ強度、剪断強度等をもたらす目付量の接着剤が用いられる。   The adhesive 14 may be any adhesive as long as it can provide the desired bending strength and shear strength to the structural laminated material 10 and can securely bond the wood constituting the structural laminated material 10. Alternatively, an adhesive having a basis weight that provides the bending strength, shear strength, and the like required for the structural laminated material 10 is used.

また、前記構造用集成材10において、前記強化層Abの幅方向の一方端から他方端にわたるように屈曲して備えられている前記強化繊維シート13の幅方向の両端部分が、前記強化層Abの幅方向の両側部にある角状材12と前記外側層Aaとの間に挟み込まれている構造用集成材10にあっては、当該構造用集成材10における幅方向の両端部分にある強化繊維シート13部分が、積層体として構成されている構造用集成材10における当該積層方向における最も外側に位置している外側層Aaと、これに隣接している強化層Abにおける角状材12との間に位置づけられることから、積層体として構成される構造用集成材10にあって、積層方向における最も外側に位置している外側層Aaと強化層Abとの間に、より多くの強化繊維シート13が介在される構成とされ、これによって、より撓みにくい構造用集成材10とすることができる。   Further, in the structural laminated material 10, both end portions in the width direction of the reinforcing fiber sheet 13 that are bent and provided so as to extend from one end to the other end in the width direction of the reinforcing layer Ab are the reinforcing layer Ab. In the structural laminated material 10 sandwiched between the square-shaped material 12 on both sides in the width direction and the outer layer Aa, the reinforcements at both ends in the width direction of the structural laminated material 10 The outer layer Aa located at the outermost side in the laminating direction in the structural laminated material 10 in which the fiber sheet 13 portion is configured as a laminated body, and the square member 12 in the reinforcing layer Ab adjacent thereto Therefore, in the structural laminated material 10 configured as a laminated body, more reinforcing fibers are provided between the outer layer Aa and the reinforcing layer Ab that are positioned on the outermost side in the stacking direction. Is configured to over preparative 13 is interposed, which makes it possible to structural laminated wood 10 more difficult to flex.

さらに、前記強化繊維シート13を、炭素繊維製クロスとすることによって、構成される構造用集成材に、効果的に圧縮強さと引っ張り強さとをもたらし、しかも、優れた耐熱性をもたらすことができる。   Furthermore, by making the reinforcing fiber sheet 13 into a carbon fiber cloth, it is possible to effectively bring compressive strength and tensile strength to the structural laminated material that is constructed, and to provide excellent heat resistance. .

ついで、図1に示される典型的な構造用集成材10の製作手法の一例を図2〜図6を参考に具体的に説明する。   Next, an example of a manufacturing method of the typical structural laminated material 10 shown in FIG. 1 will be specifically described with reference to FIGS.

この図示例に係る構造用集成材10は、接着一体とされた五層以上の角材状をなす構造用集成材であって、
この構造用集成材10が、最も外側に位置する外側層Aaと、当該外側層Aaに隣り合う強化層Abと、前記外側層Aaとの間に当該強化層Abを挟む内側隣接層Acとを備えており、
前記強化層Abは並設された複数本の角状材12と強化繊維シート13を備えてなり、
この強化繊維シート13が、前記角状材12と外側層Aa又は内側隣接層Acとの間と、互いに隣り合う角状材12、12間とに屈曲されて挟み込まれて前記強化層Abの幅方向の一方端から他方端にわたるように備えられており、前記接着一体とされている各層Aを構成する板状材11及び前記角状材12が繊維の向きをほぼ平行にして構成してある。
The structural laminated material 10 according to this illustrated example is a structural laminated material that forms a square material shape of five or more layers that are bonded and integrated,
The structural laminated material 10 includes an outermost layer Aa located on the outermost side, a reinforcing layer Ab adjacent to the outer layer Aa, and an inner adjacent layer Ac sandwiching the reinforcing layer Ab between the outer layer Aa. With
The reinforcing layer Ab comprises a plurality of square members 12 and reinforcing fiber sheets 13 arranged side by side,
The reinforcing fiber sheet 13 is bent and sandwiched between the rectangular material 12 and the outer layer Aa or the inner adjacent layer Ac and between the adjacent rectangular materials 12 and 12, and the width of the reinforcing layer Ab. The plate-like material 11 and the square-like material 12 constituting each layer A that is integrated with the adhesive are configured so that the directions of the fibers are substantially parallel to each other. .

この図示例に係る構造用集成材10は、六層からなる所要長さの角材状であって、長さ方向に直交する断面形状が、各内角を直角とする四角形としてあり、梁や耐風梁等の構造材として用い得る長尺のものとして構成されている。
かかる構造用集成材の層Aを構成する板状材11と前記強化層Abを構成する角状材12は、その繊維の向きを当該構造用集成材10の長手方向に向けて、各材の繊維の向きがほぼ平行をなすように接着一体として角材状をなす当該構造用集成材10を構成してある。なお、この図示例において、当該構造用集成材10を構成する各層Aは、当該構造用集成材10の長さ寸法の長さ寸法で、当該構造用集成材10の幅寸法の幅寸法とされており、積層されて当該角材状の構造用集成材10を構成する六層の薄板様の構成とされている。
The structural laminated material 10 according to the illustrated example is a square material having a required length composed of six layers, and a cross-sectional shape orthogonal to the length direction is a quadrangle with each inner angle being a right angle, and a beam or a wind resistant beam. It is comprised as a long thing which can be used as structural materials, such as.
The plate-like material 11 constituting the layer A of the structural laminated material and the square-shaped material 12 constituting the reinforcing layer Ab have their fibers oriented in the longitudinal direction of the structural laminated material 10, and The structural laminated material 10 is formed in a square shape as an integrated adhesive so that the directions of the fibers are substantially parallel. In the illustrated example, each layer A constituting the structural laminated material 10 has a length dimension that is the length dimension of the structural laminated material 10 and a width dimension that is the width dimension of the structural laminated material 10. It is configured as a six-layered thin plate that is laminated to form the square-shaped structural laminated material 10.

なお、この各層Aを構成する板状材11は、角材状をなす前記構造用集成材10を構成する長さ寸法を備え、長さ方向に直交する断面形状を長方形とするものであって、無垢材で構成してあっても、また、各種板材等をフィンガージョイント等の各種の手法で接着一体に縦継ぎし、かつ、幅方向に適宜の手法で接着一体となるように幅はぎをして構成される板状材であっても、角材等を並設状態に接着一体にして構成される板状材等、いかなる形態の板状材であってもよい。また、前記強化層Abを構成する角状材12は、構造用集成材10の長さの長さ寸法を備えるものとして用意してあれば、長さ方向に直交する断面形状が必ずしも正方形や長方形である必要は無く、並設して接着剤等で板状をなすように構成できるものであれば、断面形状が三角形状、台形状等の各種の角材で構成してもよい。また、前記板状材11と同様に、この種の角状材12も縦継ぎ、幅はぎ等の適宜の手法で構成される集成材を用いてもよい。   In addition, the plate-like material 11 constituting each layer A has a length dimension constituting the structural laminated material 10 having a square shape, and has a rectangular cross-sectional shape orthogonal to the length direction, Even if it is made of solid material, various plate materials etc. are joined together in a variety of ways such as finger joints, and the width is peeled off so that they can be joined together in an appropriate manner in the width direction. The plate-like material may be any form of plate-like material, such as a plate-like material constituted by bonding and integrating square members in a juxtaposed state. Further, if the square member 12 constituting the reinforcing layer Ab is prepared as having the length of the structural laminated member 10, the cross-sectional shape perpendicular to the length direction is not necessarily square or rectangular. The cross-sectional shape may be composed of various square members having a triangular shape, a trapezoidal shape, or the like as long as they can be arranged side by side and formed into a plate shape with an adhesive or the like. In addition, similar to the plate-like material 11, this type of square-like material 12 may also be made of a laminated material constituted by an appropriate technique such as longitudinal joining and width peeling.

また、強化繊維シート13は、強化層Abを構成する角状材12、12間と、この角状材12と外側層Aa又は内側隣接層Acとの間の挟まれれて屈曲されながら、当該強化層Abの幅方向の一方端から他方端に到る幅寸法と、当該構造用集成材の長さ寸法とを備える一枚のシートとして用意されている。   Further, the reinforcing fiber sheet 13 is reinforced while being sandwiched and bent between the rectangular members 12 and 12 constituting the reinforcing layer Ab and between the rectangular member 12 and the outer layer Aa or the inner adjacent layer Ac. The layer Ab is prepared as a single sheet having a width dimension from one end to the other end in the width direction and a length dimension of the structural laminated material.

この図示例に係る構造用集成材10の、更に、具体的な、作成過程の典型例を、以下に詳細に説明する。   A more specific example of the production process of the structural laminated material 10 according to the illustrated example will be described in detail below.

まず、積層構成される構造用集成材10における積層方向において最も外側に位置される外側層Aaを構成する二組の外側層用板状材11a、11a’を用意する。この外側層用板状材11a、11a’は、構造用集成材の長さ寸法の長さを備える当該長さ方向に直交する向きの断面形状を長方形とした所定厚さ寸法、幅寸法、長さ寸法を構成する板状体11としてある。   First, two sets of outer layer plate members 11a and 11a 'constituting the outer layer Aa positioned on the outermost side in the stacking direction of the structural laminated material 10 to be stacked are prepared. This outer layer plate-like material 11a, 11a 'has a predetermined thickness dimension, width dimension, and length in which the cross-sectional shape in the direction perpendicular to the length direction is provided with the length of the length dimension of the structural laminated material. This is a plate-like body 11 constituting the thickness dimension.

また、前記構造用集成材10に備えられる強化層Abを構成する角状材12と強化繊維シート13は、並設される各角状材12、12間に強化繊維シート13を介在させた状態で、当該各角状材12、12を互いに押しつけあうように接着した際に、前記外側層Aaと内側隣接層Ac間に都合よく納まる構造に構成してある。   Further, the rectangular material 12 and the reinforcing fiber sheet 13 constituting the reinforcing layer Ab provided in the structural laminated material 10 are in a state in which the reinforcing fiber sheet 13 is interposed between the rectangular materials 12 and 12 arranged side by side. Thus, when each of the square members 12, 12 is bonded so as to be pressed against each other, it is configured to fit conveniently between the outer layer Aa and the inner adjacent layer Ac.

すなわち、前記外側層用板状材11a、11a’の幅寸法を適宜の数で除した各寸法幅よりも、介在される強化繊維シート13の厚さ相当分を小さくした幅寸法で、前記外側層用板状材11a、11a’の幅寸法と同一の幅寸法となり、各角状材12〜12が均一の高さに揃えられた複数の角状材12を一組とし、これを二組用意する。   That is, the outer layer plate material 11a, 11a 'is a width dimension in which the thickness equivalent to the thickness of the intervening reinforcing fiber sheet 13 is smaller than each dimension width obtained by dividing the width dimension of the plate material 11a, 11a' by an appropriate number A plurality of square members 12 having the same width dimension as the layered plate members 11a and 11a ′, and each of the square members 12 to 12 having a uniform height, are formed into two sets. prepare.

また、前記外側層Aaと共に強化層Abを挟んで、当該構造用集成材10に二組の強化層Abを構成する内側隣接層Acをなす板状材11を二組用意する。この内側隣接層Acは、構造用集成材10の長さ寸法の長さを備え、かつ、当該長さ方向に直交する向きの断面形状を長方形とした所定厚さ寸法、幅寸法、長さ寸法を構成する板状体11として構成してある。   Further, two sets of plate-like materials 11 forming inner adjacent layers Ac constituting two sets of reinforcing layers Ab are prepared on the structural laminated material 10 with the outer layer Aa and the reinforcing layer Ab interposed therebetween. The inner adjacent layer Ac has a length corresponding to the length of the structural laminated material 10 and has a predetermined thickness dimension, width dimension, and length dimension in which the cross-sectional shape in a direction perpendicular to the length direction is a rectangle. Is configured as a plate-like body 11.

まず、当該構造用集成材10における最も外側に位置づけられる外側層Aaの一方である第一の外側層Aa’を構成する一方の外側層用板状材11aを作業台にセットする。   First, one outer layer plate member 11a constituting the first outer layer Aa 'which is one of the outermost layers Aa positioned on the outermost side of the structural laminated material 10 is set on a work table.

ついで、この作業台にセットされた第一の外側層Aa’を構成する第一の外側層用板状材11aに接着剤14を塗布し、この塗布接着剤14上に強化繊維シート13を載せ置き、当該板状材11aの幅方向にある一方の長手縁に当該強化繊維シート13の幅方向の端にある一方の長手縁を位置づけるようにして、当該第一の外側層用板状材11aの幅方向にある一方長手縁に沿って第一の角状材12aを載せる強化繊維シート13部分をローラー等で押しつけ、当該強化繊維シート13を前記第一の外側層用板状材11aに確実に接着する。   Subsequently, the adhesive 14 is applied to the first outer layer plate 11a constituting the first outer layer Aa ′ set on the work table, and the reinforcing fiber sheet 13 is placed on the applied adhesive 14. The first outer layer plate 11a is positioned such that one longitudinal edge at the end of the reinforcing fiber sheet 13 in the width direction is positioned at one longitudinal edge of the plate material 11a in the width direction. The reinforcing fiber sheet 13 portion on which the first square member 12a is placed along the one longitudinal edge in the width direction is pressed with a roller or the like, so that the reinforcing fiber sheet 13 is securely attached to the first outer layer plate member 11a. Adhere to.

ついで、この強化繊維シート13面に接着剤14を塗布する。また、前記第一の外側層用板状材11aの幅方向の一方側に寄せて、当該板状材11aの一方の長手縁に沿わせるように前記第一の強化層Ab’を構成する第一の角状材12aを載せ置く。この第一の角状材12aは、その下面と、当該第一の角状材12aに隣り合わせて並設される第二の角状材12bに向き合う面とに接着剤14を塗布した状態で、前記第一の外側層用板状材11aの幅方向の側縁から、当該角状材12aの長手縁が、ややはみ出すように当該第一の角状材12aを、この第一の外側層用板状材11aの一方の長手縁に沿って接着する。(図3参照:なお、この図示例では、典型的な一例として、五本の角状材を並設することで当該強化層Ab’を構成している。)   Next, an adhesive 14 is applied to the surface of the reinforcing fiber sheet 13. Further, the first reinforcing layer Ab ′ is configured so as to approach one longitudinal edge of the plate member 11a toward one side in the width direction of the first plate member 11a for the outer layer. One square member 12a is placed. In the state in which the adhesive 14 is applied to the lower surface of the first horn member 12a and the surface facing the second horn member 12b arranged side by side adjacent to the first horn member 12a. The first rectangular member 12a is used for the first outer layer so that the longitudinal edge of the rectangular member 12a slightly protrudes from the side edge in the width direction of the first outer layer plate member 11a. Adhering along one longitudinal edge of the plate-like material 11a. (Refer to FIG. 3. Note that, in the illustrated example, as a typical example, the reinforcing layer Ab ′ is configured by arranging five square members in parallel.)

ついで、両木口面を除く周面に接着剤14を塗布した前記第一の強化層Ab’用の第二の角状材12bを用意し、前記第一の角状材12aの側面から上方に持ち上げた強化繊維シート13の下側に入れ込み(図3及び図4参照)、この第二の角状材12bで当該強化繊維シート13を前記第一の角状材12aの側面との間で強く挟みつけるように、当該第二の角材12bの一方側面を前記第一の角材12aの側面に押しつけると共に、前記強化繊維シート13で当該第二の角状材12bの上面と他方側面とを当該強化繊維シート13で覆うようにして、第三の角状材12cを並設する。この第三の角状材12cは、前記第二の角状材12bにおけると同様に、両木口面を除く周面に接着剤14を塗布した状態で、前記第二の角状材12bの側面を覆っている強化繊維シート13を当該第二の角状材12bの側面に一方側面を押しつけ、かつ、底面を前記第一の外側層用板状材11aとの間で当該強化繊維シート13を挟み込むように設置する。(図5参照)   Next, a second horn member 12b for the first reinforcing layer Ab ′ is prepared by applying an adhesive 14 to the peripheral surface excluding both ends, and upward from the side surface of the first horn member 12a. The reinforcing fiber sheet 13 is inserted into the lower side of the lifted reinforcing fiber sheet 13 (see FIGS. 3 and 4), and the reinforcing fiber sheet 13 is strongly tightened between the second rectangular material 12b and the side surface of the first rectangular material 12a. While pressing, one side surface of the second square member 12b is pressed against the side surface of the first square member 12a, and the reinforcing fiber sheet 13 is used to strengthen the upper surface and the other side surface of the second square member 12b. The third rectangular material 12c is arranged side by side so as to be covered with the fiber sheet 13. As in the second rectangular member 12b, the third rectangular member 12c has a side surface of the second rectangular member 12b in a state where the adhesive 14 is applied to the peripheral surface excluding both ends. The reinforcing fiber sheet 13 covering the outer side is pressed against the side surface of the second square member 12b, and the bottom surface of the reinforcing fiber sheet 13 is between the first outer layer plate member 11a. Install so that it is pinched. (See Figure 5)

ついで、前記第二の角状材12bと同様にして、第四の角状材12dを第三の角状材12cに並設する。かかる第四の角状材12dを覆うようにして前記第一の外側層用板状材11aの上面に案内された強化繊維シート13の側縁が当該第一の外側層用板状材11aの長手縁に到るようにした状態で、当該第四の角状材12dに向き合っている面と底面とに接着剤14を塗布した第五の角状材12eを、この接着剤14の塗布されている側面を当該側面に向き合っている前記第四の角状材14dの側面に、かつ、底面を前記第一の外側層用板状材11aの長手方向にある上面に前記強化繊維シート13を挟みつけるように押しつけ状態に接着して当該強化層Ab’の幅方法の側端部の構造用集成材10における長手向きに第五角状材12eを備え付ける。なお、この第五の角状材12eも前記第一の角状材12aにおけると同様に第二の角状材12b〜第四の角状材12dに対して、幅寸法を大きく構成してあり、この大きめに構成されている余剰部分12a”、12e”が前記第一の外側層用板状材11aの長手縁からはみ出すように構成される。   Next, in the same manner as the second rectangular member 12b, the fourth rectangular member 12d is juxtaposed with the third rectangular member 12c. The side edge of the reinforcing fiber sheet 13 guided to the upper surface of the first outer layer plate member 11a so as to cover the fourth square member 12d is the first outer layer plate member 11a. In a state where it reaches the longitudinal edge, a fifth rectangular material 12e in which the adhesive 14 is applied to the surface and the bottom surface facing the fourth rectangular material 12d is applied with the adhesive 14. The reinforcing fiber sheet 13 is disposed on the side surface of the fourth square member 14d facing the side surface and the bottom surface on the upper surface of the first outer layer plate member 11a. A fifth pentagonal member 12e is provided in the longitudinal direction of the structural laminated material 10 at the side end of the width method of the reinforcing layer Ab ′ by being bonded so as to be sandwiched. The fifth square member 12e is also configured to have a larger width dimension than the second square member 12b to the fourth square member 12d as in the first square member 12a. The excessive portions 12a "and 12e", which are configured to be larger, are configured to protrude from the longitudinal edge of the first outer layer plate member 11a.

このようにして角状材12a〜12eを強化繊維シート13を絡ませながら並設するとともに、適宜、接着剤14を介して内側隣接層Acである第一の内側隣接層Ac’を構成する内側隣接層用板状材11bを前記外側層用板状材11aと共に当該第一の強化層Ab’を挟み込むように接着する。この内側隣接層用板状体11bは、前記外側層用板状体11aと同一の形状、寸法に構成してあり、前記外側層用板状体11aと都合よく前記強化層Ab’を挟み込み得るように構成してある。   In this manner, the square members 12a to 12e are arranged side by side while the reinforcing fiber sheet 13 is entangled, and the inner adjacent layer constituting the first inner adjacent layer Ac ′, which is the inner adjacent layer Ac, via the adhesive 14 as appropriate. The layer plate member 11b is bonded together with the outer layer plate member 11a so as to sandwich the first reinforcing layer Ab ′. The inner adjacent layer plate 11b has the same shape and size as the outer layer plate 11a, and can conveniently sandwich the reinforcing layer Ab 'with the outer layer plate 11a. It is constituted as follows.

このように第一の外側層用板状材11aに前記第一の角状材12a〜第五の角状材12eで強化繊維シート13を折り曲げながら当該強化層Abの一方端から他方端にわたるように備えた第一の強化層Ab’は、前記の態様で外側層Aa’を構成する第一の外側層用板状材11aと第一の内側隣接層用板状材11b間に挟まれて、角状材12a〜12eが接着一体とされて板状材11’とされており、前記第一の外側層用板状材11a及び第一の内側隣接層用板状材11bと接着されて効果的な強化層Abを当該角材状の構造用集成材10にもたらす。   As described above, the reinforcing fiber sheet 13 is folded with the first rectangular member 12a to the fifth rectangular member 12e on the first outer layer plate member 11a so as to extend from one end to the other end of the reinforcing layer Ab. The first reinforcing layer Ab ′ prepared in the above is sandwiched between the first outer layer plate member 11a and the first inner adjacent layer plate member 11b constituting the outer layer Aa ′ in the above-described manner. The square members 12a to 12e are integrally bonded to form a plate member 11 ', which is bonded to the first outer layer plate member 11a and the first inner adjacent layer plate member 11b. An effective reinforcing layer Ab is brought to the square-like structural laminated material 10.

なお、この図示例には示されていないが、この内側隣接層用板状材11bに、必要とされる当該内側隣接層用板状材11bと同様な長さで、かつ、板幅で、所要厚さを備える任意数の板状材を接着剤を介して接着積層するようにしてあってもよい。   Although not shown in the illustrated example, the inner adjacent layer plate member 11b has the same length as the inner adjacent layer plate member 11b and the required plate width. Any number of plate-like materials having a required thickness may be bonded and laminated via an adhesive.

ついで、この図示例に係る角材状をなす構造用集成材10では、前記第一の内側隣接層Ac’を構成する前記第一の内側隣接層用板状材11bに、第二の内側隣接層Ac”を構成する当該第一の内側隣接層用板状材11bと同寸法、同幅寸法、同厚寸法の第二の内側隣接層用板状材11b’を積層、接着する。   Subsequently, in the structural laminated material 10 having the shape of a square according to the illustrated example, the second inner adjacent layer is formed on the first inner adjacent layer plate 11b constituting the first inner adjacent layer Ac ′. The second inner adjacent layer plate 11b ′ having the same dimensions, the same width, and the same thickness as the first inner adjacent layer plate 11b constituting Ac ″ is laminated and bonded.

そして、この第二の内側隣接層Ac”を構成する第二の内側隣接層用板状材11b’に対して、前記第一強化層Ab’における強化繊維シート13の挟み位置を逆とするように当該第二強化層Ab”を構成する第一の角状材12a’〜第五の角状材12e’を当該第二の内側隣接層用板状材11b’に並設する。   Then, the sandwiching position of the reinforcing fiber sheet 13 in the first reinforcing layer Ab ′ is reversed with respect to the second inner adjacent layer plate member 11b ′ constituting the second inner adjacent layer Ac ″. The first square member 12a ′ to the fifth square member 12e ′ constituting the second reinforcing layer Ab ″ are juxtaposed on the second inner adjacent layer plate member 11b ′.

まず、当該第二の内側隣接層用板状材11b’の上面に接着剤14を塗布する。ついで、当該第二の内側隣接層用板状材11b’の幅方向の一方端側の上面に第一の角状材12a’を当該内側隣接層用板状材11b’の長手縁に沿うように接着状態に設置する。   First, the adhesive 14 is applied to the upper surface of the second inner adjacent layer plate member 11b '. Next, the first square member 12a ′ is placed on the upper surface on one end side in the width direction of the second inner adjacent layer plate member 11b ′ along the longitudinal edge of the inner adjacent layer plate member 11b ′. Install in an adhesive state.

この第一の角状材12a’は、上下の面と、第二の角状材12b’の備えられる側の面に接着剤14を塗布してあり、この接着剤14面に強化繊維シート13の幅方向の一方側にある長手縁の面を当該第一の角状材12a’の上面に、ついで、側面に貼り付けるようにする。ついで、この繊維強化シート13に対して必要な量の接着剤14を塗布する。   The first square member 12a ′ has an adhesive 14 applied to the upper and lower surfaces and the surface on which the second square member 12b ′ is provided, and the reinforcing fiber sheet 13 is applied to the surface of the adhesive 14. The surface of the longitudinal edge on one side in the width direction is attached to the upper surface of the first square member 12a ′ and then to the side surface. Next, a necessary amount of adhesive 14 is applied to the fiber reinforced sheet 13.

ついで、木口面以外の周面に接着剤14を塗布された第二の角状材12b’を用意し、この第二の角状材12b’で強化繊維シート13を前記の第一の角状材12a’の側面に押しつけ、かつ、第二の内側隣接層用板状材11b’の面に押しつけるようにして、当該第二に角状材12b’を接着する。このようにして、順次に各第三、第四の角状材12c’、12d’を接着させると共に、強化繊維シート13を上方に引き上げて、第四の角状材12d’に面する側と底面及び上面とに接着剤の塗布された第五の角状材12e’を側方から、当該第二の強化層Ab”の幅方向の側端部である当該構造用集成材10の長手方向に沿うように第二の内側隣接層用板状材11b’面に乗せ置き、これを強化繊維シート13を介して第四の角状材12d’と第二の内側隣接層用板状材11b’に接着させる。   Next, a second square member 12b ′ having an adhesive 14 applied to the peripheral surface other than the end face is prepared, and the reinforcing fiber sheet 13 is made of the first square member with the second square member 12b ′. The square material 12b ′ is bonded to the second surface so as to be pressed against the side surface of the material 12a ′ and to the surface of the second inner adjacent layer plate material 11b ′. In this way, the third and fourth square members 12c ′ and 12d ′ are sequentially bonded to each other, and the reinforcing fiber sheet 13 is pulled upward to face the fourth square member 12d ′. A longitudinal direction of the structural laminated material 10 which is a side end portion in the width direction of the second reinforcing layer Ab ″ from the side with the fifth rectangular material 12e ′ having the adhesive applied to the bottom surface and the top surface. And is placed on the surface of the second inner adjacent layer plate member 11b ′ so that the fourth square member 12d ′ and the second inner adjacent layer plate member 11b are interposed through the reinforcing fiber sheet 13. Glue to '.

このように構成される第二の強化層Ab”を、前記第二に内側隣接層Ac”を構成する第二の内側隣接層用板状体11b’と、前記第一の外側層Aa’の反対側にある当該構造用集成材10における第二の外側層Aa”を構成する第二の外側層用板状材11a’とで挟み込む。この第二の外側層Aa”を構成する第二の外側層用板状材11a’は、前記第一の外側層用板状材11aと同様の構成からなり、前記第二の強化層Ab”に積層状態に接着される。また、この強化層Ab”を構成する角状材12a’〜12e’は前記強化繊維シート13と共に強固に接着されて一体の板状材11’を構成する。   The second reinforcing layer Ab ″ configured as described above is formed by connecting the second inner adjacent layer plate 11b ′ that constitutes the second inner adjacent layer Ac ″ and the first outer layer Aa ′. The second outer layer Aa ″ constituting the second outer layer Aa ″ of the structural laminated material 10 on the opposite side is sandwiched between. The second outer layer Aa ″ constituting the second outer layer Aa ″. The outer layer plate member 11a ′ has the same configuration as that of the first outer layer plate member 11a, and is bonded to the second reinforcing layer Ab ″ in a laminated state. The square members 12a 'to 12e' constituting "" are firmly bonded together with the reinforcing fiber sheet 13 to constitute an integral plate member 11 '.

このようにして得られた構造用集成材10に対して、その積層面に垂直の向きと、積層面に平行な向きからプレス装置等を用いて所定時間加圧し、養生をさせて、各角状材12、板状材11相互を強固に接着させる。より典型的には、前記の手法で積層形成された角材状の構造用集成材10に所期に接着強度をもたらすように、台上にセットし、このセットされた前記の積層材に対して、木口側を除く、両側と上下側とから加圧し、構成各材を完全な接着状態にする。なお、この加圧接着は、使用される接着剤等を総合的に判断して、最適な条件下で施されるものであって、例えば、ホットプレス、コールドプレス等、当該構造用集成材10を構成する各材が効果的に固着される手法で接着される。   The structural laminated material 10 thus obtained is pressed for a predetermined time by using a press device or the like from the direction perpendicular to the laminated surface and the direction parallel to the laminated surface, and cured, so that each corner The sheet material 12 and the plate material 11 are firmly bonded to each other. More typically, it is set on a table so as to bring the adhesive strength to the square-shaped structural laminated material 10 laminated by the above-mentioned method, and the set laminated material is Apply pressure from both sides and top and bottom, excluding the butt end, and make each component material fully bonded. The pressure bonding is performed under an optimum condition by comprehensively judging the adhesive to be used. For example, the structural laminated material 10 such as a hot press or a cold press is used. Are bonded by a method in which the respective materials constituting the material are effectively fixed.

かかる積層、加圧、接着によって、各材が一体に密着された状態で、前記強化層から、構造用集成材10における長手方向にはみ出している角状材12の余剰部分12a”、12e”をカットし、必要な表面処理を施す。   With the lamination, pressurization, and adhesion, the surplus portions 12a "and 12e" of the rectangular material 12 protruding from the reinforcing layer in the longitudinal direction from the reinforcing layer in a state where the respective materials are in close contact with each other. Cut and apply the necessary surface treatment.

なお、前記の製作過程における接着手順等は、たんなる一例を示したものであって、安定した接着力を得る目的で、例えば、強化層Abを構成する各角状材12の接着に対応して、再度、該当する強化繊維シート13面に接着剤を塗布したり、あるいは、強化層Abを挟む内側隣接層用板状体11b、11b’における当該強化層Ab’、Ab”に接する側に別段に接着剤を塗布する等によって、それぞれの目的とする曲げ強度、剪断強度に優れた構造用集成材を得るようにしてあってもよい。   Note that the bonding procedure in the manufacturing process described above is merely an example, and for the purpose of obtaining a stable bonding force, for example, corresponding to the bonding of the square members 12 constituting the reinforcing layer Ab. Again, an adhesive is applied to the surface of the corresponding reinforcing fiber sheet 13, or another side is provided on the side in contact with the reinforcing layers Ab ′ and Ab ″ in the inner adjacent layer plates 11b and 11b ′ sandwiching the reinforcing layer Ab. It is also possible to obtain a structural laminated material excellent in the desired bending strength and shear strength by applying an adhesive to each other.

「実験例」
(1)第一の外側層Aa’を構成する第一の外側層用板状材11a、第二の外側層Aa”を構成する第二の外側層用板状材11a’、第一の内側隣接層Ac’を構成する第一の内側隣接層用板状材11b、第二の内側隣接層Ac”を構成する第二の内側隣接層用板状材11b’を:
幅寸法105mm、厚さ寸法30mm、長さ寸法4000mmの欧州赤松とした。
(2)第一の強化層Ab’と第二の強化層Ab”を構成する角状材12を:
中間部分に挟み込まれる6本の角状材12b〜12d、12b’〜12d’を、幅寸法21mm、厚さ寸法30mm、長さ寸法4000mmの欧州赤松とし、当該強化層Abの幅方向の両端部分にあって構造用集成材10の長さ方向に渡るように備えられる4本の角状材12a、12e、12a’、12e’を幅寸法31mm、厚さ寸法30mm、長さ寸法4000mmの欧州赤松として用意した。
(3)強化繊維シート13は:
東レ株式会社製の「トレカクロス」の一方向中段製クロスの0.217mm厚さのもので、幅寸法が225mmの余裕を持たせた4000mmの炭素繊維クロスを用いた。
(4)強化層Abを構成する炭素繊維クロスと、各角状材12及び前記板状材11との接着部分には:
高強度構造補強用エポキシ樹脂接着剤(コニシ株式会社製:コニシE250S)を600g/mで塗布した。
(5)内側隣接層用板状材11b、11b’相互の接着部分には:
レゾルシノール樹脂系接着剤(株式会社オーシカ製:ディアノールD−90)を塗布量300g/mで塗布した。
(6)第一の外側層用板状材11aの長手縁に沿った上面部に、前記高強度構造用エポキシ樹脂接着剤14を塗布し、これに、前記強化繊維シート13として用いた炭素繊維クロスの一方の長手縁に沿った部分を接着させ、幅寸法31mmの第一の角状材12aを、この外側層用板状材11aの長手縁から、ほぼ10mm突き出させた状態で、前記炭素繊維クロス上に高強度構造補強用エポキシ樹脂接着剤14を塗布した状態で乗せ付け接着した。
"Experimental example"
(1) First outer layer plate 11a constituting the first outer layer Aa ′, second outer layer plate 11a ′ constituting the second outer layer Aa ″, first inner The first inner adjacent layer plate 11b constituting the adjacent layer Ac ′ and the second inner adjacent layer plate 11b ′ constituting the second inner adjacent layer Ac ″ are:
A European red pine with a width of 105 mm, a thickness of 30 mm, and a length of 4000 mm was used.
(2) The square member 12 constituting the first reinforcing layer Ab ′ and the second reinforcing layer Ab ″:
The six square members 12b to 12d and 12b 'to 12d' sandwiched between the intermediate portions are European red pine with a width dimension of 21 mm, a thickness dimension of 30 mm, and a length dimension of 4000 mm, and both end portions in the width direction of the reinforcing layer Ab European red pine with four square members 12a, 12e, 12a ′, 12e ′ provided so as to extend in the length direction of the structural laminated material 10 and having a width dimension of 31 mm, a thickness dimension of 30 mm, and a length dimension of 4000 mm Prepared as.
(3) The reinforcing fiber sheet 13 is:
A carbon fiber cloth of 4000 mm having a width of 225 mm with a width of 0.217 mm, which is a one-way middle-stage cloth made by “Torayca cloth” manufactured by Toray Industries, Inc. was used.
(4) For the bonded portion between the carbon fiber cloth constituting the reinforcing layer Ab, each square member 12 and the plate member 11:
A high-strength structural reinforcing epoxy resin adhesive (manufactured by Konishi Co., Ltd .: Konishi E250S) was applied at 600 g / m 2 .
(5) For the adhesive part between the plate members 11b, 11b ′ for the inner adjacent layer:
A resorcinol resin-based adhesive (manufactured by Oshika Co., Ltd .: Dianol D-90) was applied at a coating amount of 300 g / m 2 .
(6) The carbon fiber used as the reinforcing fiber sheet 13 is applied to the upper-strength structural epoxy resin adhesive 14 on the upper surface portion along the longitudinal edge of the first outer layer plate member 11a. A portion along one longitudinal edge of the cloth is adhered, and the first square member 12a having a width dimension of 31 mm is protruded from the longitudinal edge of the outer layer plate member 11a by approximately 10 mm. The high-strength structural reinforcing epoxy resin adhesive 14 was applied on the fiber cloth and then adhered.

ついで、炭素繊維クロスに前記エポキシ樹脂接着剤14を塗布し、かつ、両木口面を除く周面に接着剤14を塗布した第二の角状材12bをなす21mm×30mm×4000mmの欧州赤松を前記第一の角状材12aの側面から上方に持ち上げた炭素繊維クロスの下側に入れ込み(図3及び図4参照)、この第二の角状材12bで当該炭素繊維クロスを前記第一の角状材12aの側面との間で強く挟みつけるように、当該第二の角状材12bの一方側面を前記第一の角状材12aの側面に押しつけると共に、前記炭素繊維クロスで当該第二の角状材12bの上面と他方側面とを当該炭素繊維クロスで覆うようにして、第三の角状材12cを並設する。第三の角状材12cは、両木口面を除く周面に接着剤14を塗布し、かつ、前記エポキシ樹脂接着剤14を炭素繊維クロスに塗布した状態で、前記第二の角状材12bの側面を覆っている炭素繊維クロスを当該第二の角状材12bの側面に押しつけ、かつ、底面を前記第一の外側層用板状材11aとの間で当該炭素繊維クロスを挟み込むように設置する。(図5参照)   Next, a 21 mm × 30 mm × 4000 mm European red pine that forms the second rectangular material 12b in which the epoxy resin adhesive 14 is applied to the carbon fiber cloth and the peripheral surface excluding the both ends is applied. The carbon fiber cloth is inserted into the lower side of the carbon fiber cloth lifted upward from the side surface of the first square material 12a (see FIGS. 3 and 4). One side surface of the second square member 12b is pressed against the side surface of the first square member 12a so as to be strongly sandwiched between the side surfaces of the square member 12a, and the second carbon fiber cloth is used to The third rectangular material 12c is juxtaposed so as to cover the upper surface and the other side surface of the rectangular material 12b with the carbon fiber cloth. The third square member 12c is formed by applying the adhesive 14 to the peripheral surface excluding both ends, and applying the epoxy resin adhesive 14 to the carbon fiber cloth. The carbon fiber cloth covering the side surface of the second square member 12b is pressed against the side surface of the second rectangular member 12b, and the bottom surface is sandwiched between the first outer layer plate member 11a. Install. (See Figure 5)

ついで、前記第二の角状材12bと同様に、炭素繊維クロスに前記エポキシ樹脂接着剤14を塗布し、かつ、木口面を除く周面に接着剤を塗布した第四の角状材12dを第三の角状材12cに並設する。かかる第四の角状材12dを覆うようにして前記第一の外側層用板状材11aの上面に案内された炭素繊維クロスの側縁が当該第一の外側層用板状材11aの長手縁に到るようにした状態で、当該第四の角状材12dに向き合っている面と底面とに接着剤14を塗布した31mm×30mm×4000mmの第五の角状材12eを、当該接着剤の塗布されている側面を当該側面に向き合っている前記第四の角状材12dの側面に、かつ、底面を、エポキシ樹脂接着剤14の塗布されている前記第一の外側層用板状材11aの長手方向にある上面の前記炭素繊維クロスを挟みつけるように押しつけ状態に接着し、当該第五の角状材12eを、当該強化層Abの幅方法の一方端に、構造用集成材10の長手の向きに備え付ける。なお、この第五の角状材12eも第一の外側層用板状体11aの長手縁から、ほぼ10mmほど突きだした構成とされている。   Next, in the same manner as the second square member 12b, a fourth square member 12d in which the epoxy resin adhesive 14 is applied to a carbon fiber cloth and an adhesive is applied to the peripheral surface excluding the end of the mouth is provided. It is arranged in parallel with the third rectangular material 12c. The side edge of the carbon fiber cloth guided to the upper surface of the first outer layer plate member 11a so as to cover the fourth square member 12d is the length of the first outer layer plate member 11a. In a state of reaching the edge, the fifth square member 12e of 31 mm × 30 mm × 4000 mm, in which the adhesive 14 is applied to the surface and the bottom surface facing the fourth square member 12d, is bonded. The first outer layer plate-like material to which the epoxy resin adhesive 14 is applied has the side surface to which the agent is applied facing the side surface of the fourth square member 12d facing the side surface. Adhering in a pressed state so as to sandwich the carbon fiber cloth on the upper surface in the longitudinal direction of the material 11a, the fifth rectangular material 12e is attached to one end of the width method of the reinforcing layer Ab, the structural laminated material Install in 10 longitudinal orientations. The fifth square member 12e is also configured to protrude approximately 10 mm from the longitudinal edge of the first outer layer plate 11a.

このように第一の外側層用板状材11aに前記第一の角状材12a〜第五の角状材12eで炭素繊維クロスを折り曲げながら当該強化層Abの一方端から他方端にわたるように備えた第一の強化層Ab’は、前記の態様で外側層Aaである第一の外側層Aa’を構成する第一の外側層用板状材11aと第一の内側隣接層用板状材11b間に挟まれて効果的な強化層Abを当該角材状の構造用集成材10にもたらす。   As described above, the carbon fiber cloth is folded with the first rectangular member 12a to the fifth rectangular member 12e on the first outer layer plate member 11a so as to extend from one end to the other end of the reinforcing layer Ab. The first reinforcing layer Ab ′ provided includes the first outer layer plate member 11a and the first inner adjacent layer plate member constituting the first outer layer Aa ′ which is the outer layer Aa in the above-described embodiment. An effective reinforcing layer Ab sandwiched between the members 11 b is brought to the square-like structural laminated material 10.

ついで、この図示例に係る角材状をなす構造用集成材10では、第一の内側隣接層Ac’を構成する105mm×30mm×4000mmの欧州赤松製の第一内側隣接層用板状材11bを前記強化層Ab’に重ねて、前記エポキシ樹脂接着剤14で接着する。   Next, in the structural laminated material 10 having a square shape according to the illustrated example, the first inner adjacent layer plate 11b made of European red pine of 105 mm × 30 mm × 4000 mm constituting the first inner adjacent layer Ac ′ is provided. The epoxy resin adhesive 14 is bonded to the reinforcing layer Ab ′.

さらに、この第一の内側隣接層Ac’を構成する第一内側隣接層用板状材11bに重ねて、第二の内側隣接層Ac”を構成する105mm×30mm×4000mmの欧州赤松製の第に二内側隣接層用板状材11b’を前記レゾルシノール樹脂系接着剤14で積層状態に接着する。   Further, the first inner adjacent layer Ac ′ constituting the first inner adjacent layer plate 11b is overlapped with the 105 mm × 30 mm × 4000 mm European Akamatsu-made first red inner pine, which constitutes the second inner adjacent layer Ac ″. The plate-like material 11b ′ for the two inner adjacent layers is bonded to the laminated state with the resorcinol resin adhesive 14.

そして、この第二の内側隣接層用板状材11b’に対して、前記第一強化層Ab’における炭素繊維クロスの挟み位置を逆とするように当該第二強化層Ab”を構成する第一の角状材12a’〜第五の角状材12e’を当該第二の内側隣接層用板状材11b’に並設する。   The second reinforcing layer Ab ″ is configured so that the sandwiched position of the carbon fiber cloth in the first reinforcing layer Ab ′ is reversed with respect to the plate member 11b ′ for the second inner adjacent layer. One square member 12a ′ to fifth square member 12e ′ are juxtaposed on the second inner adjacent layer plate member 11b ′.

まず、当該第二の内側隣接層用板状材11b’の上面に接着剤14を塗布する。ついで、当該第二の内側隣接層用板状材11b’の幅方向の一方端側の上面に第一の角状材12a’を当該内側隣接層用板状材11b’の長手縁に沿うように接着状態に設置する。   First, the adhesive 14 is applied to the upper surface of the second inner adjacent layer plate member 11b '. Next, the first square member 12a ′ is placed on the upper surface on one end side in the width direction of the second inner adjacent layer plate member 11b ′ along the longitudinal edge of the inner adjacent layer plate member 11b ′. Install in an adhesive state.

この第一の角状材12a’は、上下の面と、第二の角状材12b’の備えられる側の面に接着剤14を塗布してあり、この接着剤面に炭素繊維クロスの幅方向の一方側にある長手縁の面を当該第一の角状材の上面に、ついで、側面に貼り付けるようにする。ついで、この炭素繊維クロスに対して必要な量の接着剤14を塗布する。   The first square member 12a ′ has an adhesive 14 applied to the upper and lower surfaces and the surface on which the second square member 12b ′ is provided, and the width of the carbon fiber cloth is applied to the adhesive surface. The surface of the longitudinal edge on one side of the direction is attached to the upper surface of the first square member and then to the side surface. Next, a necessary amount of adhesive 14 is applied to the carbon fiber cloth.

ついで、木口面以外の周面に接着剤14を塗布された第二の角状材12b’を用意し、前記エポキシ樹脂接着剤14の塗布された炭素繊維クロスを該第二の角状材12b’で前記の第一の角状材12aの側面に押しつけ、かつ、第二の内側隣接層用板状材11b’の面に押しつけるようにして、当該第二に角状材12b’を接着する。このようにして、順次に各第三、第四の角状材12c’、12d’を接着させると共に、炭素繊維クロスを上方に引き上げて、第四の角状材12d’に面する側と底面及び上面とに接着剤14の塗布された第五の角状材12e’を側方から、当該第二の強化層Ab”の長手方向に沿うように第二の内側隣接層用板状材面11b’に乗せ置き、前記エポキシ樹脂接着剤14の塗布された炭素繊維クロスを介して第四の角状材12d’と第二の内側隣接層用板状材11b’に接着させる。   Next, a second square member 12b ′ having an adhesive 14 applied to a peripheral surface other than the end face is prepared, and the carbon fiber cloth to which the epoxy resin adhesive 14 is applied is used as the second square member 12b. The square member 12b 'is bonded to the second side by pressing against the side surface of the first square member 12a and pressing against the surface of the second inner adjacent layer plate member 11b'. . In this way, the third and fourth square members 12c ′ and 12d ′ are sequentially bonded to each other, and the carbon fiber cloth is pulled upward so that the side and the bottom face facing the fourth square member 12d ′. And a plate-like material surface for the second inner adjacent layer from the side along the longitudinal direction of the second reinforcing layer Ab ″. It is placed on 11b ′ and bonded to the fourth rectangular member 12d ′ and the second inner adjacent layer plate member 11b ′ via the carbon fiber cloth to which the epoxy resin adhesive 14 is applied.

かかる第二の強化層Ab”の上に105mm×30mm×4000mmの欧州赤松製の第二の外側層Aa”を構成する第二の外側層用板状材11a’を積層して、前記エポキシ樹脂接着剤14で一体に積層状態として角材状の構造用集成材10を得る。   On the second reinforcing layer Ab ″, a second outer layer plate member 11a ′ constituting a second outer layer Aa ″ made of European red pine of 105 mm × 30 mm × 4000 mm is laminated, and the epoxy resin A square-like structural laminated material 10 is obtained as a laminated state integrally with the adhesive 14.

このようにして得られた構造用集成材10に対して、その積層面に垂直な向きP−Pに10kgf/cm 、積層面に平行な向きQ−Qに5kgf/cmの加圧を24時間施して、前記強化層Abからはみ出している余剰部分12a”、12e”をカットして、本発明試験体100を得た。 A pressure of 10 kgf / cm 2 is applied to the structural laminate 10 thus obtained in the direction P-P perpendicular to the laminated surface and 5 kgf / cm 2 in the direction QQ parallel to the laminated surface. After 24 hours, the surplus portions 12a ″ and 12e ″ protruding from the reinforcing layer Ab were cut to obtain the inventive specimen 100.

「比較例1」
幅寸法105mm、厚さ寸法30mm、長さ寸法4000mmの欧州赤松の板材を6枚用意し、最も外側に積層される板材201と、これに隣り合う板材201との間に幅寸法105mm、長さ寸法4000mmの、東レ株式会社製の「トレカクロス」の0.217mm厚の一方向中段製クロス202を介在させて、高強度構造補強用エポキシ樹脂接着剤(コニシ株式会社製:コニシE250S)を600g/mで塗布して接着し、また、この炭素繊維クロス202の介在層以外は各板材201を前記レゾルシノール樹脂系接着剤(株式会社オーシカ社製:ディアノールD−90)を塗布量300g/mで塗布して接着して角材状の構造用集成材を造った後、前記各板材201の積層面に垂直の向きに10kgf/cmの圧力を24時間付加して、180mm×105mm×4000mmの比較試験体200を得た。
“Comparative Example 1”
Prepare 6 sheets of European red pine board with width dimension of 105mm, thickness dimension of 30mm and length dimension of 4000mm. Between the outermost board material 201 and the board material 201 adjacent to it, the width dimension of 105mm, length 600 g of epoxy resin adhesive for high-strength structural reinforcement (Konishi Co., Ltd .: Konishi E250S) is interposed through a one-way middle-grade cloth 202 of “Torayca cloth” made by Toray Industries, Inc. with a dimension of 4000 mm. / m 2 at by coating adhered, also the resorcinol resin-based adhesive except intervening layers each plate 201 of the carbon fiber cloth 202 (manufactured Oshika Co.: Deer Knoll D-90) the application amount 300 g / after building a square bar-like structural glulam bonded by applying m 2, and the said pressure of 10 kgf / cm 2 in a vertical orientation laminated surface of each plate 201 24 It added between to obtain a comparative test piece 200 of 180mm × 105mm × 4000mm.

「比較例2」
幅寸法105mm、厚さ寸法30mm、長さ寸法4000mmの欧州赤松の板材を6枚用意し、各板材301を前記レゾルシノール樹脂系接着剤(株式会社オーシカ社製:ディアノールD−90)を塗布量300g/mで塗布して接着して角材状の構造用集成材を造った後、前記各板材301の積層面に垂直の向きに10kgf/cmの圧力を24時間付加して、180mm×105mm×4000mmの比較試験体300を得た。
“Comparative Example 2”
6 sheets of European red pine board with width of 105mm, thickness of 30mm and length of 4000mm are prepared, and each board 301 is coated with the resorcinol resin adhesive (Oshika Co., Ltd .: Dianol D-90). After applying and bonding at 300 g / m 2 to form a square-like structural laminated material, a pressure of 10 kgf / cm 2 was applied for 24 hours in a direction perpendicular to the laminated surface of each plate material 301, and 180 mm × A comparative test body 300 of 105 mm × 4000 mm was obtained.

このようにして得られた各試験体に、JAS集成材準拠の4点曲げ試験(幅105mm、梁成180mm、支点間距離3240mm、荷重点間距離720mm)を積層面に垂直の向きに荷重を施してなし、その撓み量から各試験体におけるヤング係数を算定し、表1を得た。   A four-point bending test (width 105 mm, beam formation 180 mm, distance between fulcrums 3240 mm, distance between load points 720 mm) compliant with JAS laminated timber was applied to each specimen obtained in this manner in a direction perpendicular to the laminated surface. Table 1 was obtained by calculating the Young's modulus of each specimen from the amount of deflection.

Figure 2010221514
Figure 2010221514

次いで、前記で得られた各試験体を、90°回転させて、縦横を入れ換えた状態で、JAS集成材準拠の4点曲げ試験(幅180mm、梁成105mm、支点間距離1890mm、荷重点間距離420mm)を積層面に平行の向きに荷重を施してなし、その撓み量から各試験体におけるヤング係数を算定し、表2を得た。   Next, each specimen obtained above was rotated 90 °, and the vertical and horizontal directions were changed, and a 4-point bending test (width 180 mm, beam formation 105 mm, distance between fulcrums 1890 mm, between load points) A distance of 420 mm) was applied in a direction parallel to the laminated surface, and the Young's modulus of each specimen was calculated from the amount of deflection, and Table 2 was obtained.

Figure 2010221514
Figure 2010221514

本件発明に係る構造用集成体の試験体100は、他の構造用集成体として構成された比較例1の比較試験体200、比較例2の比較試験体300に対して、ヤング係数が大きく、撓み難い傾向を顕著に示すことが認められた。   The structural assembly test body 100 according to the present invention has a larger Young's modulus than the comparative test body 200 of Comparative Example 1 and the comparative test body 300 of Comparative Example 2 configured as other structural assemblies. It was recognized that the tendency to bend flexibly was shown.

Aa 外側層
Ab 強化層
Ac 内側隣接層
10 構造用集成材
11 板状材
12 角状材
13 強化繊維シート
Aa Outer layer Ab Reinforcement layer Ac Inner adjacent layer 10 Structural laminated material 11 Plate material 12 Square material 13 Reinforced fiber sheet

Claims (3)

接着一体とされた五層以上の角材状をなす構造用集成材であって、
この構造用集成材が、最も外側に位置する外側層と、当該外側層に隣り合う強化層と、前記外側層との間に当該強化層を挟む内側隣接層とを備えており、
前記強化層は並設された複数本の角状材と強化繊維シートを備えてなり、
この強化繊維シートが、前記角状材と外側層又は内側隣接層との間と、互いに隣り合う角状材間とに屈曲されて挟み込まれて前記強化層の幅方向の一方端から他方端にわたるように備えられており、前記接着一体とされている各層を構成する板状材及び前記角状材が繊維の向きをほぼ平行にしてあることを特徴とする構造用集成材。
It is a structural laminated material that forms a square material shape of five or more layers that are bonded together,
This structural laminated material includes an outermost layer located on the outermost side, a reinforcing layer adjacent to the outer layer, and an inner adjacent layer that sandwiches the reinforcing layer between the outer layer,
The reinforcing layer comprises a plurality of prismatic materials and reinforcing fiber sheets arranged side by side,
The reinforcing fiber sheet is bent and sandwiched between the rectangular material and the outer layer or the inner adjacent layer and between the adjacent rectangular materials, and extends from one end to the other end in the width direction of the reinforcing layer. The structural laminated material is characterized in that the plate-like material and the square-like material constituting each layer integrated with each other are made substantially parallel to each other.
前記強化層の幅方向の一方端から他方端にわたるように屈曲して備えられている前記強化繊維シートの長手縁に沿った部分が、前記構造用集成材の長手縁に沿って備えられている前記強化層を構成する角状材と前記外側層との間に挟み込まれていることを特徴とする請求項1に記載の構造用集成材。   A portion along the longitudinal edge of the reinforcing fiber sheet that is bent and provided so as to extend from one end to the other end in the width direction of the reinforcing layer is provided along the longitudinal edge of the structural laminated material. The structural laminated material according to claim 1, wherein the structural laminated material is sandwiched between a rectangular material constituting the reinforcing layer and the outer layer. 前記強化繊維シートが、炭素繊維製クロスであることを特徴とする請求項1又は請求項2に記載の構造用集成材。   The structural laminated material according to claim 1 or 2, wherein the reinforcing fiber sheet is a carbon fiber cloth.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018089896A (en) * 2016-12-06 2018-06-14 帝人株式会社 Method for manufacturing laminated lumber
JP2018089897A (en) * 2016-12-06 2018-06-14 帝人株式会社 Woody laminated lumber

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5994818U (en) * 1982-12-18 1984-06-27 株式会社和州 plywood
JPS61128005U (en) * 1985-01-31 1986-08-11
JPH0270851A (en) * 1988-09-06 1990-03-09 Shimizu Corp Manufacture of laminated material for construction
JPH06122178A (en) * 1992-09-22 1994-05-06 Mitsubishi Kasei Corp Carbon fiber reinforced laminated wood material
JPH1110610A (en) * 1997-06-18 1999-01-19 Arumo:Kk Reinforcing material-filled glued laminated timber
JP2007245457A (en) * 2006-03-15 2007-09-27 Teijin Techno Products Ltd Aramid fibre-reinforced laminate lumber

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5994818U (en) * 1982-12-18 1984-06-27 株式会社和州 plywood
JPS61128005U (en) * 1985-01-31 1986-08-11
JPH0270851A (en) * 1988-09-06 1990-03-09 Shimizu Corp Manufacture of laminated material for construction
JPH06122178A (en) * 1992-09-22 1994-05-06 Mitsubishi Kasei Corp Carbon fiber reinforced laminated wood material
JPH1110610A (en) * 1997-06-18 1999-01-19 Arumo:Kk Reinforcing material-filled glued laminated timber
JP2007245457A (en) * 2006-03-15 2007-09-27 Teijin Techno Products Ltd Aramid fibre-reinforced laminate lumber

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018089896A (en) * 2016-12-06 2018-06-14 帝人株式会社 Method for manufacturing laminated lumber
JP2018089897A (en) * 2016-12-06 2018-06-14 帝人株式会社 Woody laminated lumber
JP7015632B2 (en) 2016-12-06 2022-02-03 帝人株式会社 Glulam manufacturing method

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