JP2016118069A - Wood-based member, wood-based member manufacturing method and building reinforcing method - Google Patents

Wood-based member, wood-based member manufacturing method and building reinforcing method Download PDF

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JP2016118069A
JP2016118069A JP2014259048A JP2014259048A JP2016118069A JP 2016118069 A JP2016118069 A JP 2016118069A JP 2014259048 A JP2014259048 A JP 2014259048A JP 2014259048 A JP2014259048 A JP 2014259048A JP 2016118069 A JP2016118069 A JP 2016118069A
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wood
groove
flat plate
adhesive
reinforcing member
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JP6486675B2 (en
Inventor
晋一 塩屋
Shinichi Shioya
晋一 塩屋
忠 村田
Tadashi Murata
忠 村田
征男 塩崎
Masao Shiozaki
征男 塩崎
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YAMASA MOKUZAI KK
Kagoshima University NUC
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YAMASA MOKUZAI KK
Kagoshima University NUC
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Abstract

PROBLEM TO BE SOLVED: To provide a wood-based member, a wood-based member manufacturing method and a building reinforcing method in which flexural strength and flexural rigidity are improved while adapting to the Building Standards Act.SOLUTION: A wood-based member 100 includes a wood-based JAS laminated lumber 1 with a rectangular cross section perpendicular to the material length direction and being adapted to the Building Standards Act, and a wood-based flat plate 2 laminated to the side surface of the JAS laminated lumber 1 extending to the material length direction. The flat plate 2 is formed of grooves 3 extending to the material length direction, reinforcing members 4 harder than wood-based materials are inserted into the grooves 3, and adhesives are sealed in the grooves 3.SELECTED DRAWING: Figure 1

Description

この発明は、木質系部材、木質系部材の製造方法及び建築物の補強方法に関する。   The present invention relates to a wooden member, a method for manufacturing a wooden member, and a method for reinforcing a building.

補強材料を内部に挿入することにより補強された木材が、建築物の資材として提案されている(例えば、特許文献1参照)。   Wood that has been reinforced by inserting a reinforcing material therein has been proposed as a building material (see, for example, Patent Document 1).

特開2008−38480号公報JP 2008-38480 A

建物の建築に用いられる木材には、建築基準法に適合した木質系の部材、すなわちJAS(日本農業規格)集成材又はJAS製材、すなわちJAS材を用いる必要がある。上記特許文献に開示された技術を用いて建築材を補強するために、JAS材に鉄筋等を挿入してしまうと、そのJAS材は、建築基準法に適合した部材とはいえなくなるので、建築資材として用いるのに適さなくなる。   For wood used for building construction, it is necessary to use a wood-based member that conforms to the Building Standards Act, that is, JAS (Japanese Agricultural Standard) glulam or JAS lumber, that is, JAS material. In order to reinforce a building material using the technique disclosed in the above patent document, if a reinforcing bar or the like is inserted into the JAS material, the JAS material cannot be said to be a member that complies with the Building Standard Law. Unsuitable for use as a material.

建築基準法に適合しない木材を建築に用いる場合には、その建物に関して国土交通大臣から特別な認可を受けるか、建築業者が木材を用いる工法について国土交通大臣から特別な認可を受ける必要がある。このような認可を得るための手続は、非常に煩雑である。   If wood that does not conform to the Building Standards Law is used for construction, the building must receive a special approval from the Minister of Land, Infrastructure, Transport and Tourism, or the contractor must receive a special approval from the Minister of Land, Infrastructure, Transport and Tourism for the construction method using wood. The procedure for obtaining such authorization is very complicated.

この発明は、上記実情に鑑みてなされたものであり、建築基準法に適合しつつ、曲げ強度及び曲げ剛性を向上することができる木質系部材、木質系部材の製造方法及び建築物の補強方法を提供することを目的とする。   The present invention has been made in view of the above circumstances, and is a wooden member capable of improving bending strength and bending rigidity while conforming to the Building Standards Act, a method for manufacturing a wooden member, and a method for reinforcing a building The purpose is to provide.

上記目的を達成するために、この発明の第1の観点に係る木質系部材は、
材長方向に直交する断面が多角形状であり、建築基準法に適合した木質系の部材と、
前記材長方向に延びる前記部材の側面に貼り合わされる木質系の平板と、
を備え、
前記平板には、前記材長方向に延びる溝部が形成され、
木質系の材料よりも堅い補強部材が前記溝部に挿入され、接着剤が前記溝部に封入されている。
In order to achieve the above object, the wood member according to the first aspect of the present invention comprises:
The cross section perpendicular to the material length direction is a polygonal shape, and a wood-based member conforming to the Building Standards Law,
A wood-based flat plate bonded to the side surface of the member extending in the material length direction;
With
The flat plate is formed with a groove extending in the material length direction,
A reinforcing member that is harder than a wood-based material is inserted into the groove, and an adhesive is sealed in the groove.

前記溝部の底面が、前記補強部材の側面に沿って湾曲した曲面又は多角面である、
こととしてもよい。
The bottom surface of the groove is a curved surface or a polygonal surface curved along the side surface of the reinforcing member.
It is good as well.

前記溝部の内壁と前記補強部材との間に形成される空間に、前記補強部材よりも小径の小補強部材が挿入されている、
こととしてもよい。
A small reinforcing member having a smaller diameter than the reinforcing member is inserted into a space formed between the inner wall of the groove and the reinforcing member.
It is good as well.

前記溝部の開口の少なくとも一部を塞ぐ小木板が挿入されている、
こととしてもよい。
A small wooden board that closes at least a part of the opening of the groove is inserted,
It is good as well.

前記部材は、集成材又は製材である、
こととしてもよい。
The member is a laminated timber or lumber.
It is good as well.

前記補強部材は、
異形鉄筋又はアラミドロッドである、
こととしてもよい。
The reinforcing member is
A deformed bar or aramid rod,
It is good as well.

この発明の第2の観点に係る木質系部材の製造方法は、
材長方向に延びる溝部を有する木質系の平板を製作する第1の工程と、
前記溝部に、木質系の材料よりも堅い補強部材を挿入する第2の工程と、
前記溝部に、接着剤を封入する第3の工程と、
材長方向に直交する断面が多角形状であり建築基準法に適合した木質系の部材の材長方向に延びる側面に沿って前記平板を貼り合わせる第4の工程と、
を含む。
The method for producing a wood-based member according to the second aspect of the present invention is as follows:
A first step of producing a wood-based flat plate having grooves extending in the material length direction;
A second step of inserting a reinforcing member harder than a wood-based material into the groove;
A third step of enclosing an adhesive in the groove;
A fourth step in which the flat plate is bonded along a side surface extending in the material length direction of a wood-based member that has a polygonal cross section perpendicular to the material length direction and conforms to the Building Standards Act;
including.

前記第3の工程では、
前記溝部に接着剤を封入する前に、前記溝部の内壁全面に接着剤を薄く塗布し、塗布された接着剤を硬化させるプライマー処理を行う、
こととしてもよい。
In the third step,
Before encapsulating the adhesive in the groove part, a primer treatment is applied to thinly apply the adhesive to the entire inner wall of the groove part and cure the applied adhesive.
It is good as well.

前記第3の工程では、
接着剤を封入した後、土台と抑え板により前記平板を挟み込んで、接着剤の浸透による前記平板の湾曲を防止する、
こととしてもよい。
In the third step,
After enclosing the adhesive, sandwich the flat plate between the base and the holding plate to prevent bending of the flat plate due to the penetration of the adhesive,
It is good as well.

前記第1の工程では、
平板状の木質系の基材に、
前記基材よりも細幅の複数の部材を、間隔を置いて貼り合わせることにより、前記溝部を有する平板を製作する、
こととしてもよい。
In the first step,
To a flat wooden base material,
A plurality of members narrower than the base material are bonded to each other at an interval to produce a flat plate having the groove portion.
It is good as well.

前記第1の工程では、
前記溝部の底面を、前記補強部材の側面に沿って湾曲した曲面又は多角面となるように加工する、
こととしてもよい。
In the first step,
Processing the bottom surface of the groove portion to be a curved surface or a polygonal surface curved along the side surface of the reinforcing member;
It is good as well.

この発明の第3の観点に係る建築物の補強方法は、
材長方向に延びる溝部を有する木質系の平板を製作する第1の工程と、
前記溝部に、木質系の材料よりも堅い補強部材を挿入する第2の工程と、
前記溝部に、接着剤を封入する第3の工程と、
建築基準法に適合した建築物の柱又は梁の材長方向に延びる側面に前記平板を貼り合わせる第4の工程と、
を含む。
The method for reinforcing a building according to the third aspect of the present invention is as follows:
A first step of producing a wood-based flat plate having grooves extending in the material length direction;
A second step of inserting a reinforcing member harder than a wood-based material into the groove;
A third step of enclosing an adhesive in the groove;
A fourth step of bonding the flat plate to a side surface extending in the length direction of a pillar or beam of a building conforming to the Building Standard Law;
including.

この発明によれば、建築基準法に適合した木質系の部材に補強が施された平板を貼り合わせることにより木質系部材を構成している。このようにすれば、その木質系部材について、建築基準法に適合しつつ、曲げ強度及び曲げ剛性を向上することができる。   According to this invention, the wooden member is configured by bonding the reinforced flat plate to the wooden member conforming to the Building Standard Law. If it does in this way, bending strength and bending rigidity can be improved about the wood system member, conforming to a building standard law.

この発明の実施の形態1に係る木質系部材の構造を示す斜視図である。It is a perspective view which shows the structure of the wood type member which concerns on Embodiment 1 of this invention. 図1の平板の断面図である。It is sectional drawing of the flat plate of FIG. 図1の木質系部材の製造工程のフローチャートである。It is a flowchart of the manufacturing process of the wood type member of FIG. 図4(A)は、平板に溝部を形成した状態を示す図である。図4(B)は、溝部に接着剤を薄く塗布した状態を示す図である。図4(C)は、溝部に補強部材を挿入した状態を示す図である。図4(D)は、封入部が形成された状態を示す図である。FIG. 4A is a diagram showing a state in which a groove is formed on a flat plate. FIG. 4B is a diagram illustrating a state where an adhesive is thinly applied to the groove. FIG. 4C is a diagram illustrating a state where a reinforcing member is inserted into the groove. FIG. 4D is a diagram illustrating a state where the enclosing portion is formed. 図1の木質系部材の曲げ強度の変化を示すグラフである。It is a graph which shows the change of the bending strength of the wood type member of FIG. 曲げ剛性及び曲げ強度を求めるための補強部材の割合を模式的に示す図である。It is a figure which shows typically the ratio of the reinforcement member for calculating | requiring bending rigidity and bending strength. 図1の木質系部材の曲げ剛性を示すグラフである。It is a graph which shows the bending rigidity of the wood type member of FIG. 図1の木質系部材と同等の曲げ強度及び曲げ剛性を有する木質系部材の平面図である。It is a top view of the wood type member which has bending strength and bending rigidity equivalent to the wood type member of FIG. この発明の実施の形態2に係る木質系部材の平板(その1)の構造を示す断面図である。It is sectional drawing which shows the structure of the flat plate (the 1) of the wood type member which concerns on Embodiment 2 of this invention. この発明の実施の形態2に係る木質系部材の平板(その2)の構造を示す断面図である。It is sectional drawing which shows the structure of the flat plate (the 2) of the wood type member which concerns on Embodiment 2 of this invention. この発明の実施の形態3に係る木質系部材の平板の構造を示す断面図である。It is sectional drawing which shows the structure of the flat plate of the wood type member which concerns on Embodiment 3 of this invention. この発明の実施の形態4に係る木質系部材の平板の構造を示す断面図である。It is sectional drawing which shows the structure of the flat plate of the wood type member which concerns on Embodiment 4 of this invention. 図13(A)〜図13(C)は、溝部への小木板の挿入方法を示す図である。FIG. 13 (A) to FIG. 13 (C) are diagrams showing a method for inserting a small wooden board into a groove. この発明の実施の形態5に係る木質系部材の平板の構造を示す断面図である。It is sectional drawing which shows the structure of the flat plate of the wood type member which concerns on Embodiment 5 of this invention. この発明の実施の形態6に係る木質系部材の平板の構造を示す断面図である。It is sectional drawing which shows the structure of the flat plate of the wood type member which concerns on Embodiment 6 of this invention. 図16(A)〜図16(C)は、平板における溝部の製作方法を示す図である。16 (A) to 16 (C) are views showing a method for manufacturing a groove portion in a flat plate. この発明の実施の形態7に係る木質系部材の平板の湾曲の抑制に用いられる固定具の構成を示す図である。It is a figure which shows the structure of the fixing tool used for suppression of the curvature of the flat plate of the wood type member which concerns on Embodiment 7 of this invention. この発明の実施の形態8に係る建築物の補強方法のフローチャートである。It is a flowchart of the reinforcement method of the building which concerns on Embodiment 8 of this invention. 図19(A)〜図19(F)は、様々な平板の貼り合わせのパターンを示す図である。FIG. 19A to FIG. 19F are diagrams showing various flat plate bonding patterns. 木質系部材の種類を示す表である。It is a table | surface which shows the kind of wood type member.

以下、この発明の実施の形態について図面を参照して詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

実施の形態1.
まず、この発明の実施の形態1について説明する。図1に示すように、この発明の実施の形態1に係る木質系部材100は、JAS集成材1と、平板2とを備える。木質系部材100は、建築基準法に適合した木質系のJAS集成材1の材長方向に延びる側面に平板2を貼り合わせることにより、構成されている。
Embodiment 1 FIG.
First, a first embodiment of the present invention will be described. As shown in FIG. 1, a wood-based member 100 according to Embodiment 1 of the present invention includes a JAS laminated material 1 and a flat plate 2. The wood-based member 100 is configured by adhering a flat plate 2 to a side surface extending in the material length direction of a wood-based JAS laminated material 1 that conforms to the Building Standard Law.

JAS集成材1は、建築基準法に適合した一方向(材長方向)に延びる木質系の部材である。JAS集成材1は、材長方向に直交する断面が矩形状である。JAS集成材1は、スギ、ベイマツ、カラマツ、ゴム等の木材小片(ラミナ)を接着剤で接着して得られる板材である。ここでは、ラミナにスギ材が用いられているものとする。JAS集成材1としてスギ材を用いれば、本発明の効果がより顕著になる。接着剤としては、例えばユリア系樹脂、メラミン・ユリア共縮合樹脂、フェノール系樹脂、酢酸ビニル系樹脂、ウレタン系樹脂又はレゾルシノール樹脂等の接着剤を用いることができる。ラミナの板厚は45mmであり、ラミナの短手方向の幅は、105mm以上210mm以下とすることができる。   The JAS laminated timber 1 is a wood-based member that extends in one direction (the length direction) in conformity with the Building Standard Law. The JAS laminated material 1 has a rectangular cross section orthogonal to the material length direction. The JAS laminated material 1 is a plate material obtained by adhering small pieces of wood (lamina) such as cedar, bay pine, larch, and rubber with an adhesive. Here, it is assumed that cedar wood is used for lamina. If a cedar material is used as the JAS laminated material 1, the effect of the present invention becomes more remarkable. As the adhesive, for example, an adhesive such as urea resin, melamine / urea cocondensation resin, phenol resin, vinyl acetate resin, urethane resin, or resorcinol resin can be used. The thickness of the lamina is 45 mm, and the width in the short direction of the lamina can be 105 mm or more and 210 mm or less.

平板2は、JAS集成材1の材長方向に延びる側面に貼り合わされる木質系の平板である。平板2の短手方向の幅は、JAS集成材1と同じである。平板2は、図1及び図2に示すように、平板2Aと平板2Bとが接着剤で貼り合わされることにより形成されている。接着剤には、上述したものと同様な接着剤が用いられる。   The flat plate 2 is a wood-based flat plate bonded to the side surface of the JAS laminated material 1 extending in the length direction. The width of the flat plate 2 in the short direction is the same as that of the JAS laminated material 1. As shown in FIGS. 1 and 2, the flat plate 2 is formed by bonding the flat plate 2A and the flat plate 2B with an adhesive. As the adhesive, the same adhesive as described above is used.

平板2Aには、材長方向に延びる溝部3が形成されている。図2に示すように、この実施の形態では、溝部3の底面は平面となっている。溝部3の位置、深さは、平板2A、2Bが貼り合わされて形成される平板2の外面から補強部材4までの距離(厚み)が、一定の距離以上となるように定められている。   A groove 3 extending in the material length direction is formed on the flat plate 2A. As shown in FIG. 2, in this embodiment, the bottom surface of the groove 3 is a flat surface. The position and depth of the groove portion 3 are determined such that the distance (thickness) from the outer surface of the flat plate 2 formed by bonding the flat plates 2A and 2B to the reinforcing member 4 is a certain distance or more.

溝部3には、木質系の材料よりも堅い補強部材4が挿入されている。補強部材4は、円柱状の部材である。補強部材4は、溝部3から突出することのないように、溝部3に嵌め込まれる。補強部材4としては、例えば、異形鉄筋D10〜D25が用いられる。   A reinforcing member 4 that is harder than the wood-based material is inserted into the groove 3. The reinforcing member 4 is a columnar member. The reinforcing member 4 is fitted into the groove 3 so as not to protrude from the groove 3. As the reinforcing member 4, for example, deformed reinforcing bars D10 to D25 are used.

さらに、溝部3には、接着剤が封入される。封入された接着剤が硬化して溝部3に封入部5が形成されている。このような接着剤としては、例えばエポキシ系樹脂の接着剤が用いられる。封入部5の表面は、平板2Aの表面と面一となっている。   Further, an adhesive is sealed in the groove 3. The sealed adhesive is cured to form a sealed portion 5 in the groove portion 3. As such an adhesive, for example, an epoxy resin adhesive is used. The surface of the enclosure part 5 is flush with the surface of the flat plate 2A.

溝部3に補強部材4が挿入され、接着材が挿入されて封入部5が形成された平板2Aは、溝部3の開口が形成された面において、平板2Bと貼り合わされている。これにより、平板2が形成される。平板2では、外面から補強部材4(異形鉄筋)までの厚みが一定の厚み以上となっている。これにより、木質系部材100が耐火性の観点から建築基準法の基準に適合したものとなる。   The flat plate 2A in which the reinforcing member 4 is inserted into the groove 3 and the encapsulating portion 5 is formed by inserting an adhesive is bonded to the flat plate 2B on the surface where the opening of the groove 3 is formed. Thereby, the flat plate 2 is formed. In the flat plate 2, the thickness from the outer surface to the reinforcing member 4 (deformed bar) is equal to or greater than a certain thickness. As a result, the wood-based member 100 conforms to the standards of the Building Standard Law from the viewpoint of fire resistance.

平板2の積層方向の木質系部材100の板厚は、300mm以上1000mm以下とすることができる。この木質系部材100は、建築物の柱又は梁として用いられる。   The board thickness of the wood-based member 100 in the stacking direction of the flat plate 2 can be 300 mm or more and 1000 mm or less. The wooden member 100 is used as a pillar or beam of a building.

続いて、木質系部材100の製造方法について説明する。   Then, the manufacturing method of the wood type member 100 is demonstrated.

図3に示すように、まず、材長方向に延びる溝部3を有する長方形状の木質系の平板2Aを製作する(ステップS1;第1の工程)。具体的には、図4(A)に示すように、エンドミルを用いて平板2Aを切削し、平板2Aの材長方向に延びる溝部3を形成する。この溝部3の長さ、深さ及び幅は、補強部材4が入るような大きさであって、補強部材4から木質系部材100の外面までの厚みが、建築基準法に適合する厚み以上となるように設定されている。   As shown in FIG. 3, first, a rectangular wooden plate 2A having a groove 3 extending in the material length direction is manufactured (step S1; first step). Specifically, as shown in FIG. 4A, the flat plate 2A is cut using an end mill to form a groove 3 extending in the material length direction of the flat plate 2A. The length, depth, and width of the groove 3 are such that the reinforcing member 4 can be inserted, and the thickness from the reinforcing member 4 to the outer surface of the wooden member 100 is equal to or greater than the thickness that conforms to the Building Standard Law. It is set to be.

続いて、プライマー処理を行う(ステップS2)。ここでは、図4(B)に示すように、溝部3の内壁全面に接着剤を薄く塗布し、所定時間置いて、塗布された接着剤を硬化させる。このプライマー処理は、平板2Aが湾曲するのを抑制するために行われる。エポキシ系の接着剤は粘性が低いため、塗布された後、毛細管現象により平板2Aの内壁から繊維質である平板2Aの内部に幾分か浸透する。木の内部に浸透した接着剤は硬化すると収縮する。接着剤の浸透量が多くなると、接着剤の収縮により、平板2Aが変形するおそれがある。この実施の形態では、この変形を抑制するため、先に、接着剤を溝部3の内壁に薄く塗布し、浸透後硬化させてから、溝部3に接着剤を充填し、封入部5を形成する。このようにすれば接着剤の平板2Aの内部への浸透量を少なくして、平板2Aの変形を抑制することができる。   Subsequently, primer processing is performed (step S2). Here, as shown in FIG. 4B, the adhesive is thinly applied to the entire inner wall of the groove portion 3, and the applied adhesive is cured after a predetermined time. This primer treatment is performed to prevent the flat plate 2A from being bent. Since the epoxy adhesive has low viscosity, after being applied, it penetrates somewhat from the inner wall of the flat plate 2A to the inside of the flat plate 2A, which is fibrous, by capillary action. The adhesive that has penetrated into the wood shrinks when cured. If the penetration amount of the adhesive increases, the flat plate 2A may be deformed due to the shrinkage of the adhesive. In this embodiment, in order to suppress this deformation, the adhesive is first thinly applied to the inner wall of the groove 3 and cured after penetration, and then the groove 3 is filled with the adhesive to form the encapsulating part 5. . In this way, the amount of adhesive penetrating into the flat plate 2A can be reduced, and deformation of the flat plate 2A can be suppressed.

続いて、溝部3に、木質系の材料よりも堅い補強部材4を挿入する(ステップS3;第2の工程)。これにより、図4(C)に示すように、補強部材4(異形鉄筋)が溝部3に設置される。   Subsequently, the reinforcing member 4 that is harder than the wood-based material is inserted into the groove 3 (step S3; second step). Thereby, as shown in FIG. 4C, the reinforcing member 4 (deformed bar) is installed in the groove portion 3.

続いて、溝部3に、接着剤を封入して硬化させ、封入部5を形成する(ステップS4;第3の工程)。ここで、上述のようにエポキシ樹脂等の接着剤が溝部3に充填される。エポキシ系の接着剤は粘性が低いため、溝部3に流れ込むと溝部3全体に行き渡る。流れ込んだ接着剤が硬化することにより、図4(D)に示すように、溝部3に封入部5が形成される。   Subsequently, an adhesive is sealed in the groove 3 and cured to form the sealed portion 5 (step S4; third step). Here, as described above, the groove portion 3 is filled with an adhesive such as an epoxy resin. Since the epoxy adhesive has a low viscosity, when it flows into the groove 3, it spreads throughout the groove 3. When the flowing adhesive is hardened, the encapsulating part 5 is formed in the groove part 3 as shown in FIG.

続いて、平板2Aと平板2Bとを接着剤を用いて貼り合わせて、平板2を製作する(ステップS5)。これにより、図2に示す平板2が製作される。   Subsequently, the flat plate 2A is manufactured by bonding the flat plate 2A and the flat plate 2B using an adhesive (step S5). Thereby, the flat plate 2 shown in FIG. 2 is manufactured.

さらに、接着剤を用いて平板2を、建築基準法に適合したJAS集成材1の側面に沿って貼り合わせる(ステップS6:第4の工程)。これにより、図1に示す木質系部材100が製作される。   Furthermore, the flat plate 2 is bonded along the side surface of the JAS laminated material 1 conforming to the building standard method using an adhesive (step S6: fourth step). Thereby, the wooden member 100 shown in FIG. 1 is manufactured.

図5には、この実施の形態に係る木質系部材100における曲げ強度の特性が示されている。図5のグラフでは、横軸は、図2に示す木質系部材100全体の断面積(図1に示す断面積)に対する補強部材4の断面積の割合pt(%)を表している。図6に示すように、木質系部材100の積層方向の厚みをDとし、幅をBとし、補強部材4の断面積の2本の合計をatとすると、割合ptは、以下の式で表される。
pt(%)=at/(B×D)
FIG. 5 shows the bending strength characteristics of the wood-based member 100 according to this embodiment. In the graph of FIG. 5, the horizontal axis represents the ratio pt (%) of the cross-sectional area of the reinforcing member 4 to the cross-sectional area of the entire wood-based member 100 shown in FIG. 2 (cross-sectional area shown in FIG. 1). As shown in FIG. 6, when the thickness in the stacking direction of the wood-based member 100 is D, the width is B, and the total of the two cross-sectional areas of the reinforcing member 4 is at, the ratio pt is expressed by the following equation. Is done.
pt (%) = at / (B × D)

図5において、縦軸は、補強部材4を付加したことによる、曲げ強度の増加率(倍率)を表している。縦軸では、補強部材4が挿入されていない場合の曲げ強度が1.0として示されている。図5に示すように、補強部材4の占める面積の割合ptが大きくなればなるほど、木質系部材100の曲げ強度の増加率がほぼ線形的に増加している。例えば、異形鉄筋の割合を3.5%とすれば、曲げ強度の増加率は3.5倍となる。   In FIG. 5, the vertical axis represents the increase rate (magnification) of the bending strength due to the addition of the reinforcing member 4. On the vertical axis, the bending strength when the reinforcing member 4 is not inserted is shown as 1.0. As shown in FIG. 5, the rate of increase in the bending strength of the wood-based member 100 increases almost linearly as the proportion pt of the area occupied by the reinforcing member 4 increases. For example, if the proportion of deformed reinforcing bars is 3.5%, the rate of increase in bending strength is 3.5 times.

図7には、この実施の形態に係る木質系部材100における曲げ剛性の特性が示されている。図7のグラフでは、横軸は、図2に示す木質系部材100全体の断面積に対する補強部材4の断面積の割合pt(%)を表している。また、縦軸は、補強部材4を付加したことによる曲げ剛性の増加率(倍率)を表している。縦軸では、補強部材4が挿入されていない場合の曲げ剛性が1.0として示されている。   FIG. 7 shows the bending rigidity characteristics of the wood-based member 100 according to this embodiment. In the graph of FIG. 7, the horizontal axis represents the ratio pt (%) of the cross-sectional area of the reinforcing member 4 to the cross-sectional area of the entire wood-based member 100 shown in FIG. 2. The vertical axis represents the increase rate (magnification) of the bending stiffness due to the addition of the reinforcing member 4. On the vertical axis, the bending rigidity when the reinforcing member 4 is not inserted is shown as 1.0.

白丸は、クリープを無視した場合の曲げ剛性の増加率を表し、黒丸はクリープを考慮した場合(クリープ係数2.0)の曲げ剛性の増加率を表している。なお、クリープとは、物体に持続応力が作用すると、時間の経過とともに歪みが増大する現象である。図7に示すように、クリープを無視しても、クリープを考慮しても、補強部材4の占める面積が大きくなればなるほど、木質系部材100の曲げ剛性の増加率がほぼ線形的に増加している。例えば、クリープを考慮した場合、補強部材4の割合が3.5%の場合の曲げ剛性は、約10.0倍まで増加する。   White circles represent the increase rate of bending stiffness when creep is ignored, and black circles represent the increase rate of bending stiffness when creep is considered (creep coefficient 2.0). Creep is a phenomenon in which strain increases with time when a continuous stress acts on an object. As shown in FIG. 7, the increase rate of the bending stiffness of the wood-based member 100 increases almost linearly as the area occupied by the reinforcing member 4 increases, regardless of whether creep is ignored or creep is considered. ing. For example, when creep is considered, the bending rigidity when the proportion of the reinforcing member 4 is 3.5% increases to about 10.0 times.

JAS集成材1の断面二次モーメントをIwとし、補強部材4(異形鉄筋)の集成材図心軸に対する断面二次モーメントをIsとし、JAS集成材1の曲げヤング係数Ewに対する補強部材4(異形鉄筋)のヤング係数Esの比をn(=31.5)とする。この場合、木質系部材100の断面2次モーメントIeは、以下の式で表される。
Ie=Iw+(n−1)・Is
このように、木質系部材100の断面2次モーメントIeは、補強部材4により、JAS集成材1の断面二次モーメントIwよりも大きくなる。
The cross-sectional secondary moment of the JAS glulam 1 is Iw, the cross-sectional secondary moment of the reinforcing member 4 (deformed bar) with respect to the gluing centroid is Is, and the reinforcing member 4 is deformed against the bending Young's modulus Ew of the JAS gluing 1 The ratio of Young's modulus Es of (rebar) is n (= 31.5). In this case, the cross-sectional secondary moment Ie of the wooden member 100 is expressed by the following equation.
Ie = Iw + (n−1) · Is
Thus, the cross-sectional secondary moment Ie of the wood-based member 100 becomes larger than the cross-sectional secondary moment Iw of the JAS laminated material 1 due to the reinforcing member 4.

図8には、木質系部材100と曲げ強度及び曲げ剛性と等価の木質系部材の一例が示されている。図8に示すように、この実施の形態に係る木質系部材100では、幅広の木質系の平板2’をJAS集成材1に付加した木質系部材と同等の曲げ強度及び曲げ剛性が得られるようになる。   FIG. 8 shows an example of a wooden member 100 and a wooden member equivalent to bending strength and bending rigidity. As shown in FIG. 8, the wood member 100 according to this embodiment can obtain bending strength and bending rigidity equivalent to those of a wood member obtained by adding a wide wood plate 2 ′ to the JAS glulam 1. become.

以上詳細に説明したように、この実施の形態によれば、木質系部材100は、建築基準法に適合した木質系のJAS集成材1に、補強部材4が挿入された平板2を貼り合わせることにより形成されている。このようにすれば、木質系部材100について、建築基準法に適合しつつ、曲げ強度及び曲げ剛性を向上することができる。   As described above in detail, according to this embodiment, the wooden member 100 is bonded to the wooden JAS laminated material 1 that conforms to the Building Standards Law and the flat plate 2 into which the reinforcing member 4 is inserted. It is formed by. If it does in this way, bending strength and bending rigidity can be improved about wood system member 100, conforming to a building standard method.

なお、この実施の形態では、JAS集成材1を、建築基準法に適合する基材とした。しかし、本発明はこれには限られない。JAS集成材1に代えて、一本の木材から得られる製材を用いてもよい。   In this embodiment, the JAS laminated material 1 is a base material conforming to the Building Standard Law. However, the present invention is not limited to this. Instead of the JAS laminated lumber 1, lumber obtained from a single piece of wood may be used.

また、補強部材4として、異形鉄筋に代えて、アラミドロッドを用いてもよい。   Further, an aramid rod may be used as the reinforcing member 4 instead of the deformed reinforcing bar.

実施の形態2.
上述の実施の形態1に係る木質系部材100では、溝部3の底面は、平面であった。しかしながら、本発明はこれには限られない。この実施の形態に係る木質系部材100では、図9に示すように、溝部3の底面が、補強部材4の側面に沿って湾曲した曲面となっている。
Embodiment 2. FIG.
In the wood-based member 100 according to Embodiment 1 described above, the bottom surface of the groove 3 is a flat surface. However, the present invention is not limited to this. In the wood-based member 100 according to this embodiment, the bottom surface of the groove 3 is a curved surface curved along the side surface of the reinforcing member 4 as shown in FIG.

溝部3の底面を補強部材4の側面に沿ったものとすれば、補強部材4と溝部3の底面との間の隙間を小さくすることができるので、接着剤の充填量を少なくすることができる。このようにすれば、高価な接着量の使用量を少なくして、木質系部材100の製造コストを低減することができる。   If the bottom surface of the groove portion 3 is along the side surface of the reinforcing member 4, the gap between the reinforcing member 4 and the bottom surface of the groove portion 3 can be reduced, so that the filling amount of the adhesive can be reduced. . If it does in this way, the usage-amount of expensive adhesion amount can be decreased and the manufacturing cost of the wood type member 100 can be reduced.

木質系部材100の製造工程の流れは、上記実施の形態1と同じである(図3参照)。ただし、この実施の形態では、ステップS1(平板2Aの製作)において、溝部3の底面が、補強部材4の側面に沿って湾曲した曲面となるように加工する。この加工は、ルータエンドミルという工具を用いて行われる。   The flow of the manufacturing process of the wood-based member 100 is the same as that of the first embodiment (see FIG. 3). However, in this embodiment, in step S1 (production of the flat plate 2A), the bottom surface of the groove 3 is processed so as to be a curved surface curved along the side surface of the reinforcing member 4. This processing is performed using a tool called a router end mill.

なお、図10に示すように、溝部3の底面は、補強部材4の側面に沿って湾曲した多曲面であってもよい。このようにしても、接着剤の充填量を少なくして、木質系部材100の製造コストを低減することができる。さらに、平板2Aに発生する応力の集中も緩和することができる。   As shown in FIG. 10, the bottom surface of the groove portion 3 may be a multi-curved surface that is curved along the side surface of the reinforcing member 4. Even if it does in this way, the filling amount of an adhesive agent can be decreased and the manufacturing cost of the wood type member 100 can be reduced. Furthermore, the concentration of stress generated in the flat plate 2A can be reduced.

以上説明したように、この実施の形態に係る木質系部材100では、溝部3の底面の形状を補強部材4の側面の形状に合わせることにより、接着剤の量を少なくして、木質系部材100の製造コストを低減することができる。   As described above, in the wood-based member 100 according to this embodiment, the amount of the adhesive is reduced by matching the shape of the bottom surface of the groove portion 3 with the shape of the side surface of the reinforcing member 4, and the wood-based member 100. The manufacturing cost can be reduced.

実施の形態3.
上述の実施の形態1、2に係る木質系部材100では、溝部3に挿入されるのは補強部材4のみであった。しかし、本発明はこれには限られない。この実施の形態に係る木質系部材100では、図11に示すように、溝部3の内壁と補強部材4との間に形成される空間に、補強部材4よりも小径の小補強部材8が挿入されている。小補強部材8としては、異形鉄筋又はアラミドロッドを用いることができる。
Embodiment 3 FIG.
In the wood-based member 100 according to the above-described first and second embodiments, only the reinforcing member 4 is inserted into the groove 3. However, the present invention is not limited to this. In the wood-based member 100 according to this embodiment, as shown in FIG. 11, a small reinforcing member 8 having a smaller diameter than the reinforcing member 4 is inserted into a space formed between the inner wall of the groove portion 3 and the reinforcing member 4. Has been. As the small reinforcing member 8, a deformed reinforcing bar or an aramid rod can be used.

小補強部材8を溝部3内に挿入すれば、補強部材4と溝部3の底面との間の隙間を小さくすることができるので、接着剤の充填量を少なくすることができる。このようにすれば、高価な接着量の使用量を少なくして、木質系部材100の製造コストを低減することができる。また、小補強部材8により、木質系部材100の曲げ強度及び曲げ剛性がさらに増大する。   If the small reinforcing member 8 is inserted into the groove portion 3, the gap between the reinforcing member 4 and the bottom surface of the groove portion 3 can be reduced, so that the filling amount of the adhesive can be reduced. If it does in this way, the usage-amount of expensive adhesion amount can be decreased and the manufacturing cost of the wood type member 100 can be reduced. Moreover, the bending strength and bending rigidity of the wood-based member 100 are further increased by the small reinforcing member 8.

木質系部材100の製造工程の流れは、上記実施の形態1と同じである(図3参照)。ただし、この実施の形態では、ステップS3(補強部材4の挿入)において、補強部材4の挿入前に溝部3の底面に小補強部材8を設置し、その後に補強部材4を溝部3に挿入すればよい。   The flow of the manufacturing process of the wood-based member 100 is the same as that of the first embodiment (see FIG. 3). However, in this embodiment, in step S3 (insertion of the reinforcing member 4), the small reinforcing member 8 is installed on the bottom surface of the groove portion 3 before the reinforcing member 4 is inserted, and then the reinforcing member 4 is inserted into the groove portion 3. That's fine.

以上説明したように、この実施の形態に係る木質系部材100では、溝部3の内壁と補強部材4との間に小補強部材8を挿入することにより、その分だけ接着剤の量を少なくすることができる。この結果、木質系部材100の製造コストを低減することができる。   As described above, in the wood-based member 100 according to this embodiment, by inserting the small reinforcing member 8 between the inner wall of the groove portion 3 and the reinforcing member 4, the amount of adhesive is reduced accordingly. be able to. As a result, the manufacturing cost of the wooden member 100 can be reduced.

実施の形態4.
上述の実施の形態3に係る木質系部材100では、溝部3に挿入されるのは補強部材4及び小補強部材8のみであった。しかし、本発明はこれには限られない。この実施の形態に係る木質系部材100では、図12に示すように、溝部3の開口の少なくとも一部を塞ぐ小木板9が溝部3に挿入されている。このような小木板9を溝部3の開口部分に挿入すれば、溝部3への接着剤の充填量を少なくすることができるうえ、溝部3内の封入部5と、平板2A、2Bを接着する接着剤とが接触する部分を短くすることができるので、平板2Aと平板2Bとの接着の信頼性を向上することができる。
Embodiment 4 FIG.
In the wood-based member 100 according to Embodiment 3 described above, only the reinforcing member 4 and the small reinforcing member 8 are inserted into the groove portion 3. However, the present invention is not limited to this. In the wood-based member 100 according to this embodiment, as shown in FIG. 12, a small wooden board 9 that closes at least a part of the opening of the groove 3 is inserted into the groove 3. If such a small wood board 9 is inserted into the opening portion of the groove portion 3, the amount of adhesive filling the groove portion 3 can be reduced, and the enclosing portion 5 in the groove portion 3 and the flat plates 2A and 2B are bonded. Since the part which an adhesive agent contacts can be shortened, the reliability of adhesion | attachment with the flat plate 2A and the flat plate 2B can be improved.

木質系部材100の製造工程の流れは、上記実施の形態1と概略同じである(図3参照)。ただし、この実施の形態では、ステップS4(封入部5の形成)において、溝部3に接着剤が充填し硬化する前に、小木板9が溝部3に挿入される。   The flow of the manufacturing process of the wood-based member 100 is substantially the same as that of the first embodiment (see FIG. 3). However, in this embodiment, in step S4 (formation of the enclosing portion 5), the small wooden board 9 is inserted into the groove portion 3 before the groove portion 3 is filled with the adhesive and hardened.

図13(A)〜図13(C)には、溝部3への小木板9の挿入方法が示されている。この工程は、まず、図13(A)に示すように、補強部材4が挿入され、接着剤が充填された溝部3に小木板9が嵌め込まれる。小木板9が溝部3に挿入されると、溝部3に充填された接着材の一部が溝部3からあふれ出す。この状態で接着剤が硬化された後、図13(B)に示すように、溝部3からはみ出した、接着剤及び小木板9の部分をフライス盤で削って上面を平らにする。このようにして図13(C)に示す平板2Aが製作される。   13A to 13C show a method for inserting the small wooden board 9 into the groove 3. In this step, first, as shown in FIG. 13A, the reinforcing member 4 is inserted, and the small wooden board 9 is fitted into the groove portion 3 filled with the adhesive. When the small wooden board 9 is inserted into the groove 3, a part of the adhesive filled in the groove 3 overflows from the groove 3. After the adhesive is cured in this state, as shown in FIG. 13 (B), the part of the adhesive and the small wooden board 9 protruding from the groove 3 is shaved with a milling machine to flatten the upper surface. In this way, the flat plate 2A shown in FIG. 13C is manufactured.

以上説明したように、この実施の形態に係る木質系部材100では、溝部3の開口に小木板9を挿入することにより、溝部3に封入される接着剤の量を少なくすることができるうえ、溝部3に封入される接着剤と、平板2Bとを接着する接着剤との接触面積をできるだけ少なくして、それらの接着の信頼性を向上することができる。   As described above, in the wood-based member 100 according to this embodiment, the amount of adhesive sealed in the groove 3 can be reduced by inserting the small wooden board 9 into the opening of the groove 3. The contact area between the adhesive sealed in the groove 3 and the adhesive that bonds the flat plate 2B can be reduced as much as possible to improve the reliability of the bonding.

実施の形態5.
上述の実施の形態1に係る木質系部材100では、溝部3に挿入されるのは補強部材4及び小木板9のみであった。しかし、本発明はこれには限られない。この実施の形態に係る木質系部材100では、図14に示すように、補強部材4及び小木板9のほか、補強部材4と小木板9との間に小補強部材8が挿入されている。
Embodiment 5 FIG.
In the wood-based member 100 according to the first embodiment described above, only the reinforcing member 4 and the small wooden board 9 are inserted into the groove portion 3. However, the present invention is not limited to this. In the wood-based member 100 according to this embodiment, as shown in FIG. 14, in addition to the reinforcing member 4 and the small wooden board 9, a small reinforcing member 8 is inserted between the reinforcing member 4 and the small wooden board 9.

木質系部材100の製造工程の流れは、上記実施の形態1と概略同じである(図3参照)。ただし、この実施の形態では、ステップS3(補強部材4の挿入)において、小補強部材8が溝部3に挿入され、ステップS4(封入部5の形成)において、溝部3に接着剤が充填し硬化する前に、小木板9が溝部3に挿入される。   The flow of the manufacturing process of the wood-based member 100 is substantially the same as that of the first embodiment (see FIG. 3). However, in this embodiment, in step S3 (insertion of the reinforcing member 4), the small reinforcing member 8 is inserted into the groove portion 3, and in step S4 (formation of the enclosing portion 5), the groove portion 3 is filled with an adhesive and cured. Before this, the small wooden board 9 is inserted into the groove 3.

以上説明したように、この実施の形態に係る木質系部材100では、溝部3の開口に小木板9を挿入し、小木板9と補強部材4との間に小補強部材8を挿入することにより、溝部3に封入される接着剤の量を少なくすることができるうえ、木質系部材100の曲げ強度及び曲げ剛性をさらに向上することができる。   As described above, in the wood-based member 100 according to this embodiment, the small wooden board 9 is inserted into the opening of the groove 3 and the small reinforcing member 8 is inserted between the small wooden board 9 and the reinforcing member 4. In addition, the amount of adhesive enclosed in the groove 3 can be reduced, and the bending strength and bending rigidity of the wood-based member 100 can be further improved.

実施の形態6.
上述の実施の形態1に係る木質系部材100では、エンドミルを用いた切削により平板2Aに溝部3を形成した。しかしながら、本発明はこれには限られない。図15に示すように、溝部3は、基材10の上に複数の角材11を組み合わせて配置することにより、形成されるようにしてもよい。
Embodiment 6 FIG.
In the wood-based member 100 according to Embodiment 1 described above, the groove 3 is formed in the flat plate 2A by cutting using an end mill. However, the present invention is not limited to this. As shown in FIG. 15, the groove 3 may be formed by arranging a plurality of square members 11 in combination on the base material 10.

木質系部材100の製造工程の流れは、上記実施の形態1と概略同じである(図3参照)。ただし、ステップS1(平板2Aの製作)では、まず、図16(A)及び図16(B)に示すように、平板状の木質系の基材10に、基材10よりも細幅の複数の角材11を、間隔を置いて接着剤により貼り合わせる。さらに、図16(C)を用いてルータエンドミルを用いて溝部3の底面を曲面に加工することにより、溝部3を有する平板2Aを製作する。   The flow of the manufacturing process of the wood-based member 100 is substantially the same as that of the first embodiment (see FIG. 3). However, in step S1 (production of the flat plate 2A), first, as shown in FIGS. 16 (A) and 16 (B), the flat wooden base material 10 has a plurality of narrower widths than the base material 10. The square members 11 are bonded with an adhesive at intervals. Further, a flat plate 2A having the groove portion 3 is manufactured by processing the bottom surface of the groove portion 3 into a curved surface using a router end mill with reference to FIG.

このようにすれば、木材の切削量をできるだけ少なくして木くずを少なくし、高価な木材の効率的な活用が可能となる。   In this way, it is possible to reduce the amount of wood cut as much as possible to reduce the amount of wood waste and to efficiently use expensive wood.

実施の形態7.
上述の各実施の形態1では、プライマー処理を行って、接着剤の硬化による平板2Aの湾曲を抑制した。しかしながら、本発明はこれには限られない。例えば、ステップS4の封入部5の形成において、溝部3に充填された接着剤が硬化するまで、図17に示すような固定具を用いて、平板2Aを固定して、平板2Aの湾曲を抑制するようにしてもよい。
Embodiment 7 FIG.
In each of the above-described first embodiments, the primer treatment is performed to suppress the bending of the flat plate 2A due to the curing of the adhesive. However, the present invention is not limited to this. For example, in the formation of the enclosing portion 5 in step S4, the flat plate 2A is fixed using a fixture as shown in FIG. 17 until the adhesive filled in the groove portion 3 is cured, thereby suppressing the bending of the flat plate 2A. You may make it do.

図17に示すように、平板2Aは、土台20の上に置かれ、平板2Aは、土台20と抑え板21との間に挟まれている。土台20と、抑え板21との間は、2本のネジ22が挿通されており、ネジ22にはボルト23が取り付けられている。これらのボルト23の調節により、土台20と抑え板21とで平板2Aを抑え込む力を調整可能である。この実施の形態では、この固定台を用いて、接着材が硬化して封入部5が形成されるまでの平板2の湾曲を抑制する。   As shown in FIG. 17, the flat plate 2 </ b> A is placed on the base 20, and the flat plate 2 </ b> A is sandwiched between the base 20 and the holding plate 21. Two screws 22 are inserted between the base 20 and the holding plate 21, and bolts 23 are attached to the screws 22. By adjusting these bolts 23, it is possible to adjust the force for holding the flat plate 2 </ b> A between the base 20 and the holding plate 21. In this embodiment, this fixed base is used to suppress the bending of the flat plate 2 until the adhesive is cured and the enclosing portion 5 is formed.

以上説明したように、この実施の形態では、固定台を用いて平板2Aの湾曲を抑制するので、フラットな平板2を製作して、製作された平板2をJAS集成材1に確実に取り付けることができる。   As described above, in this embodiment, since the bending of the flat plate 2A is suppressed using the fixing base, the flat flat plate 2 is manufactured, and the manufactured flat plate 2 is securely attached to the JAS laminated material 1. Can do.

実施の形態8.
上述の各実施の形態では、建築前の木質系部材100を補強した。しかしながら本発明はこれには限られない。建築物の柱又は梁の側面に平板2を貼り付けることにより、建築物を補強するようにしてもよい。
Embodiment 8 FIG.
In each of the embodiments described above, the woody member 100 before construction is reinforced. However, the present invention is not limited to this. You may make it reinforce a building by sticking the flat plate 2 on the side of the pillar or beam of a building.

図18には、建築物の補強方法の流れが示されている。図18に示すように、ステップS1からステップS5まで、すなわち平板2を製作する処理は、上記実施の形態1における図3の流れと同じである。ステップS5終了後、すなわち、平板2が製作されると、製作された平板2は、建築物の柱又は梁に貼り合わされる(ステップS16;第4の工程)。これにより、建築物の耐震強度が向上する。   FIG. 18 shows a flow of a building reinforcement method. As shown in FIG. 18, the process from step S1 to step S5, that is, the process of manufacturing the flat plate 2 is the same as the flow of FIG. 3 in the first embodiment. After step S5 is completed, that is, when the flat plate 2 is manufactured, the manufactured flat plate 2 is bonded to a building column or beam (step S16; fourth step). Thereby, the seismic strength of a building improves.

このように、すでに建築された建築物の柱又は梁を補強するのに、平板2を適用することも可能である。   In this way, it is also possible to apply the flat plate 2 to reinforce the pillars or beams of an already constructed building.

なお、上記各実施形態では、平板2に挿入される補強部材4の数を2つとしたが、図19(A)に示すように、3つとしてもよい。補強部材4の数に制限はない。また、図19(B)に示すようにJAS集成材1の片側だけに平板2を取り付けるようにしてもよい。さらに、図19(C)及び図19(D)に示すように、平板2Aを2段以上に積層するようにしてもよい。また、図19(E)及び図19(F)に示すように、JAS集成材1に対する平板2Aを外側にして、平板2Bを内側に配置するようにしてもよい。いずれにしても、補強部材4は、木質系部材100のできるだけ外側に配置されているのが望ましい。   In each of the above embodiments, the number of reinforcing members 4 inserted into the flat plate 2 is two, but may be three as shown in FIG. There is no limit to the number of reinforcing members 4. Further, as shown in FIG. 19B, the flat plate 2 may be attached only to one side of the JAS laminated material 1. Further, as shown in FIGS. 19C and 19D, the flat plate 2A may be stacked in two or more stages. Further, as shown in FIGS. 19E and 19F, the flat plate 2A with respect to the JAS laminated material 1 may be disposed outside and the flat plate 2B may be disposed inside. In any case, it is desirable that the reinforcing member 4 is disposed as far as possible outside the wooden member 100.

図20に示すように、木質系部材100は、断面が矩形状のものには限られない。十字型、ト型、L型断面の柱用の部材にも適用可能である。また、RG梁部材、2G・3G梁部材、FG梁部材などの梁用の部材にも適用可能である。   As shown in FIG. 20, the wooden member 100 is not limited to a rectangular cross section. The present invention can also be applied to a member for a pillar having a cross shape, a G shape, or an L shape. Further, the present invention is also applicable to beam members such as RG beam members, 2G / 3G beam members, and FG beam members.

本発明の木質系部材100は、建築基準法に適合した部材に平板2を付加するだけの構成であるので、全体の強度計算が非常に容易であるという利点もある。   The wood-based member 100 of the present invention is simply configured to add the flat plate 2 to a member that conforms to the Building Standards Law, and thus has an advantage that the overall strength calculation is very easy.

上記実施の形態では、補強部材4を円柱状の部材としたが、これには限られない。補強部材4は、角材や他の形状の棒材であってもよい。   In the above embodiment, the reinforcing member 4 is a columnar member, but is not limited thereto. The reinforcing member 4 may be a square bar or a bar having another shape.

なお、上記実施の形態では、平板2を貼り合わせるJAS集成材1の断面の矩形状としたが、これには限られない。元の部材は、多角形状の柱材であればよい。このような柱材には、十字型、ト型、L型断面の部材も含まれる。   In the above embodiment, the cross section of the JAS laminated material 1 to which the flat plate 2 is bonded is rectangular. However, the present invention is not limited to this. The original member may be a polygonal column material. Such column members include members having a cross shape, a G shape, and an L shape cross section.

この発明は、この発明の広義の精神と範囲を逸脱することなく、様々な実施の形態及び変形が可能とされるものである。また、上述した実施の形態は、この発明を説明するためのものであり、この発明の範囲を限定するものではない。すなわち、この発明の範囲は、実施の形態ではなく、特許請求の範囲によって示される。そして、特許請求の範囲内及びそれと同等の発明の意義の範囲内で施される様々な変形が、この発明の範囲内とみなされる。   Various embodiments and modifications can be made to the present invention without departing from the broad spirit and scope of the present invention. The above-described embodiments are for explaining the present invention and do not limit the scope of the present invention. In other words, the scope of the present invention is shown not by the embodiments but by the claims. Various modifications within the scope of the claims and within the scope of the equivalent invention are considered to be within the scope of the present invention.

この発明は、建築物又は橋などの構造物の材料として適している。   The present invention is suitable as a material for a structure such as a building or a bridge.

1 JAS集成材、2、2A、2B 平板、3 溝部、4 補強部材、5 封入部、8 小補強部材、9 小木板、10 基材、11 角材、20 土台、21 抑え板、22 ネジ、23 ボルト、100 木質系部材 DESCRIPTION OF SYMBOLS 1 JAS laminated material 2, 2A, 2B Flat plate, 3 groove part, 4 reinforcement member, 5 enclosure part, 8 small reinforcement member, 9 small wood board, 10 base material, 11 square material, 20 foundation, 21 restraining board, 22 screw, 23 Bolt, 100 wood-based material

Claims (12)

材長方向に直交する断面が多角形状であり、建築基準法に適合した木質系の部材と、
前記材長方向に延びる前記部材の側面に貼り合わされる木質系の平板と、
を備え、
前記平板には、前記材長方向に延びる溝部が形成され、
木質系の材料よりも堅い補強部材が前記溝部に挿入され、接着剤が前記溝部に封入されている、
木質系部材。
The cross section perpendicular to the material length direction is a polygonal shape, and a wood-based member conforming to the Building Standards Law,
A wood-based flat plate bonded to the side surface of the member extending in the material length direction;
With
The flat plate is formed with a groove extending in the material length direction,
A reinforcing member stiffer than a wood-based material is inserted into the groove, and an adhesive is sealed in the groove.
Woody material.
前記溝部の底面が、前記補強部材の側面に沿って湾曲した曲面又は多角面である、
請求項1に記載の木質系部材。
The bottom surface of the groove is a curved surface or a polygonal surface curved along the side surface of the reinforcing member.
The woody member according to claim 1.
前記溝部の内壁と前記補強部材との間に形成される空間に、前記補強部材よりも小径の小補強部材が挿入されている、
請求項1に記載の木質系部材。
A small reinforcing member having a smaller diameter than the reinforcing member is inserted into a space formed between the inner wall of the groove and the reinforcing member.
The woody member according to claim 1.
前記溝部の開口の少なくとも一部を塞ぐ小木板が挿入されている、
請求項1から3のいずれか一項に記載の木質系部材。
A small wooden board that closes at least a part of the opening of the groove is inserted,
The woody member according to any one of claims 1 to 3.
前記部材は、集成材又は製材である、
請求項1から4のいずれか一項に記載の木質系部材。
The member is a laminated timber or lumber.
The woody member according to any one of claims 1 to 4.
前記補強部材は、
異形鉄筋又はアラミドロッドである、
請求項1から5のいずれか一項に記載の木質系部材。
The reinforcing member is
A deformed bar or aramid rod,
The woody member according to any one of claims 1 to 5.
材長方向に延びる溝部を有する木質系の平板を製作する第1の工程と、
前記溝部に、木質系の材料よりも堅い補強部材を挿入する第2の工程と、
前記溝部に、接着剤を封入する第3の工程と、
材長方向に直交する断面が多角形状であり建築基準法に適合した木質系の部材の材長方向に延びる側面に沿って前記平板を貼り合わせる第4の工程と、
を含む木質系部材の製造方法。
A first step of producing a wood-based flat plate having grooves extending in the material length direction;
A second step of inserting a reinforcing member harder than a wood-based material into the groove;
A third step of enclosing an adhesive in the groove;
A fourth step in which the flat plate is bonded along a side surface extending in the material length direction of a wood-based member that has a polygonal cross section perpendicular to the material length direction and conforms to the Building Standards Act;
A method for producing a wood-based member including
前記第3の工程では、
前記溝部に接着剤を封入する前に、前記溝部の内壁全面に接着剤を薄く塗布し、塗布された接着剤を硬化させるプライマー処理を行う、
請求項7に記載の木質系部材の製造方法。
In the third step,
Before encapsulating the adhesive in the groove part, a primer treatment is applied to thinly apply the adhesive to the entire inner wall of the groove part and cure the applied adhesive.
The method for producing a wood-based member according to claim 7.
前記第3の工程では、
接着剤を封入した後、土台と抑え板により前記平板を挟み込んで、接着剤の浸透による前記平板の湾曲を防止する、
請求項7に記載の木質系部材の製造方法。
In the third step,
After enclosing the adhesive, sandwich the flat plate between the base and the holding plate to prevent bending of the flat plate due to the penetration of the adhesive,
The method for producing a wood-based member according to claim 7.
前記第1の工程では、
平板状の木質系の基材に、
前記基材よりも細幅の複数の角材を、間隔を置いて貼り合わせることにより、前記溝部を有する平板を製作する、
請求項7から9のいずれか一項に記載の木質系部材の製造方法。
In the first step,
To a flat wooden base material,
Producing a flat plate having the groove by laminating a plurality of square bars narrower than the base material at intervals.
The manufacturing method of the wood type member as described in any one of Claims 7-9.
前記第1の工程では、
前記溝部の底面を、前記補強部材の側面に沿って湾曲した曲面又は多角面となるように加工する、
請求項10に記載の木質系部材の製造方法。
In the first step,
Processing the bottom surface of the groove portion to be a curved surface or a polygonal surface curved along the side surface of the reinforcing member;
The method for producing a wood-based member according to claim 10.
材長方向に延びる溝部を有する木質系の平板を製作する第1の工程と、
前記溝部に、木質系の材料よりも堅い補強部材を挿入する第2の工程と、
前記溝部に、接着剤を封入する第3の工程と、
建築基準法に適合した建築物の柱又は梁の材長方向に延びる側面に前記平板を貼り合わせる第4の工程と、
を含む建築物の補強方法。
A first step of producing a wood-based flat plate having grooves extending in the material length direction;
A second step of inserting a reinforcing member harder than a wood-based material into the groove;
A third step of enclosing an adhesive in the groove;
A fourth step of bonding the flat plate to a side surface extending in the length direction of a pillar or beam of a building conforming to the Building Standard Law;
Reinforcement method of buildings including
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