JP2013028029A - High-strength fiber wire material for reinforcing wooden member, and joint structure of wooden member using the same - Google Patents

High-strength fiber wire material for reinforcing wooden member, and joint structure of wooden member using the same Download PDF

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JP2013028029A
JP2013028029A JP2011164671A JP2011164671A JP2013028029A JP 2013028029 A JP2013028029 A JP 2013028029A JP 2011164671 A JP2011164671 A JP 2011164671A JP 2011164671 A JP2011164671 A JP 2011164671A JP 2013028029 A JP2013028029 A JP 2013028029A
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strength fiber
wooden member
core wire
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wire
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JP5801130B2 (en
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Akihiro Okutani
晃宏 奥谷
Yutaka Hayashi
豊 林
Kosuke Togashi
宏介 富樫
Yasuhide Mochida
泰秀 持田
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Komatsu Seiren Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a high-strength fiber wire material for reinforcing a wooden member, and a joint structure of the wooden member using the high-strength fiber wire material that can exhibit the excellent tensile strength of high-strength fiber yarn and improve strength against bending.SOLUTION: The high-strength fiber wire material 1 for reinforcing the wooden member includes a core wire 2 made of a high-strength fiber bundle 5 obtained by bundling the high-strength fiber yarn 4 while adjusting the fiber direction without entanglement, and a restraining member 3a wound around the core wire 2 to bind it in the exposed state of the peripheral surface of the core wire 2 as an adhesive surface to the other wooden member using an adhesive. The restraining member 3a binds the core wire 2 so that the high-strength fiber yarn 4 does not come apart from the outer peripheral surface. The restraining member 3a may be a coarse braised string (solidly forged) or a coarse round braided string. A flexible material is preferably used for the restraining material 3a, and synthetic fiber such as polyester, nylon or vinylon, reclaimed fiber such as rayon, semi-synthetic fiber such as acetate, or natural fiber such as silk, wool, hemp or cotton may be used for the restraining material 3a.

Description

本発明は、炭素繊維束による芯線により形成された木製部材補強用の高強力繊維線材およびそれを用いた木製部材の接合構造に関するものである。   The present invention relates to a high-strength fiber wire for reinforcing a wooden member formed by a core wire made of a carbon fiber bundle and a joining structure of a wooden member using the same.

従来から様々なものが、引張強度を向上させたり、曲げに対する強度を向上させたりする補強材として用いられているが、特に、炭素繊維糸は優れた引張強度を有しているため、適用範囲が広がっていくものと思われる。   Various materials have been used as reinforcing materials to improve tensile strength and strength against bending, but in particular, carbon fiber yarn has excellent tensile strength. Seems to spread.

しかしながら、炭素繊維糸は、飛行機の構造体や釣竿、テニスラケットなどの一部を除き、ほとんどが実用化されておらず活用されているとは言えない。その理由の一つとしては、炭素繊維糸は6000本や12000本、24000本を束ねた炭素繊維束として、6Kや12K、24Kなどと称されて製造され、出荷されているが、サイジング剤や収束剤と称される薬剤にて軽度な拘束力で結束されているだけでは、少しの衝撃や振動で炭素繊維束が解けたり、炭素繊維糸が折れたりしてしまい、扱い難い面があるからである。
そのため、従来では、6Kや12K、24Kなどの炭素繊維束は、織物として用いられている(例えば、特許文献1参照。)。
However, carbon fiber yarns, except for some parts of airplane structures, fishing rods, tennis rackets, etc., are not practically used and cannot be said to be utilized. One reason is that carbon fiber yarns are manufactured and shipped as 6000, 12K, 24K, etc. as bundles of 6000, 12000, and 24,000 carbon fibers. Because it is difficult to handle because the carbon fiber bundle can be broken or the carbon fiber yarn is broken by a slight impact or vibration if it is bound only with a light binding force by a chemical called a chemical agent. is there.
Therefore, conventionally, carbon fiber bundles such as 6K, 12K, and 24K are used as woven fabrics (see, for example, Patent Document 1).

特開2010−284343号公報JP 2010-284343 A

用途によっては、炭素繊維糸は織物の状態で用いることができるものもあるが、織物の状態では、引っ張られたときに、炭素繊維糸同士の交絡点にて剪断力がかかるため、十分な強度が得られない。
そこで、炭素繊維糸の繊維方向を合わせて束ねた炭素繊維束の周囲面全体を他の繊維で覆った後、接着剤で固めて一体化して、弱い部分となる炭素繊維糸同士の交絡点のない炭素繊維線材とすることで、強度を向上させることが考えられる。
Depending on the application, the carbon fiber yarn can be used in the woven state, but in the woven state, when it is pulled, a shearing force is applied at the entanglement point between the carbon fiber yarns. Cannot be obtained.
Therefore, after covering the entire peripheral surface of the carbon fiber bundle bundled with the fiber direction of the carbon fiber yarn with other fibers, solidifying with an adhesive and integrating them, the entanglement point between the carbon fiber yarns that become weak parts It is conceivable to improve the strength by using no carbon fiber wire.

しかし、このような炭素繊維線材を、集成材を構成するラミナ間に挟み込み、固定用の接着剤で固定した木製品として曲げに対する強度を測定すると、炭素繊維束と、その周囲面全体を覆った他の繊維との界面、または他の繊維とラミナ間に挟み込まれた接着剤との界面で引張力に耐え切れず剥離が生じてしまい、集成材と炭素繊維束とが接着していない状態となってしまう。その結果、木製品の曲げに対する強度は、期待したほどの強度の向上が得られない。   However, when such a carbon fiber wire is sandwiched between the laminaes constituting the laminated material and the strength against bending is measured as a wooden product fixed with a fixing adhesive, the carbon fiber bundle and the entire surrounding surface are covered. At the interface with the other fiber or with the adhesive sandwiched between other fibers and the lamina, the tensile force cannot be endured and peeling occurs, resulting in a state where the laminated material and the carbon fiber bundle are not bonded. End up. As a result, the strength of the wooden product against bending cannot be improved as expected.

このような問題は、炭素繊維糸だけに限らず、バサルト繊維糸やアラミド繊維糸などの高強力繊維と称される繊維を、繊維方向を合わせて束ねて高強力繊維束とし、この高強力繊維束の周囲面全体を他の繊維で覆って高強力繊維線材としても、同様である。従って、高強力繊維糸の優れた特徴を有効に活かすことができる技術が望まれている。   Such a problem is not limited to carbon fiber yarns, but fibers called high strength fibers such as basalt fiber yarns and aramid fiber yarns are bundled by aligning the fiber directions to form a high strength fiber bundle. The same applies to a high-strength fiber wire by covering the entire peripheral surface of the bundle with other fibers. Therefore, there is a demand for a technique that can effectively utilize the excellent characteristics of high-strength fiber yarns.

そこで本発明は、高強力繊維糸の優れた引張強度を発揮させることができ、曲げに対する強度を向上させることができる木製部材補強用の高強力繊維線材およびそれを用いた木製部材の接合構造を提供することを目的とする。   Therefore, the present invention provides a high-strength fiber wire for reinforcing a wooden member capable of exerting excellent tensile strength of a high-strength fiber yarn and improving the strength against bending, and a joining structure of a wooden member using the same. The purpose is to provide.

本発明の木製部材補強用の高強力繊維線材は、高強力繊維糸を、繊維方向を合わせ交絡させずに束ねた芯線と、前記芯線の周囲面を他の木製部材との固定用接着剤による接着面として露出させた状態で、前記芯線の周囲を巻き回して結束する拘束材とを備えたことを特徴とする。   The high-strength fiber wire for reinforcing a wooden member of the present invention includes a core wire obtained by bundling high-strength fiber yarns without aligning the fiber direction and an adhesive for fixing the peripheral surface of the core wire to another wooden member. And a restraining material that is wound around and bound around the core wire in a state of being exposed as an adhesive surface.

本発明の木製部材補強用の高強力繊維線材によれば、芯線が、高強力繊維糸の繊維方向を合わせ交絡させずに束ねたものであるため、弱い部分となる高強力繊維糸同士の交絡点が存在しないので、高い耐力を発揮させることができる。また、拘束材が、芯線の周囲面を他の木製部材との固定用接着剤による接着面として露出させた状態で芯線の周囲を巻き回すことで芯線を結束しているので、露出した芯線の接着面を他の木製部材の接着面に固定用接着剤を介在させて接着させた状態とすることができる。従って、曲げるような力が加わったときに、拘束材だけが他の木製部材に接着した状態で芯線から剥離してしまったり、拘束材が芯線と接着した状態で木製部材から剥離してしまったりすることが軽減されるので、曲げに対する強度を向上させることができる。   According to the high-strength fiber wire for reinforcing a wooden member of the present invention, the core wire is a bundle of high-strength fiber yarns that are bundled together without being entangled with each other. Since there is no point, high proof stress can be exhibited. In addition, the constraining material binds the core wire by winding the periphery of the core wire in a state in which the peripheral surface of the core wire is exposed as an adhesive surface with an adhesive for fixing to another wooden member. The bonding surface can be made to adhere to the bonding surface of another wooden member with a fixing adhesive interposed therebetween. Therefore, when a bending force is applied, only the restraint material is peeled off from the core wire in a state of being bonded to other wooden members, or the restraint material is peeled off from the wooden member in a state of being bonded to the core wires. Therefore, the strength against bending can be improved.

前記拘束材は、前記高強力繊維糸以外の繊維であって、前記高強力繊維糸より耐剪断性の高い繊維により形成されているのが望ましい。拘束材を芯線の周囲に巻き回して芯線を結束させていても、高強力繊維糸より剪断力が高いので切れ難い。また、芯線自体がばらばらになることを防止することができる。なお、ここでいう拘束材に用いる高強力繊維糸以外の繊維とは、芯線で使用されている高強力繊維糸よりも耐剪断性の高いものであればよく、そのような性能のものであれば拘束材として高強力繊維糸を用いてもよい。   The constraining material is preferably made of fibers other than the high-strength fiber yarns and having higher shear resistance than the high-strength fiber yarns. Even if the binding material is wound around the core wire to bind the core wire, it is difficult to cut because the shearing force is higher than that of the high strength fiber yarn. In addition, the core wire itself can be prevented from falling apart. The fibers other than the high-strength fiber yarns used in the restraining material here may be those having higher shear resistance than the high-strength fiber yarns used in the core wire, and those having such performance may be used. For example, a high-strength fiber thread may be used as a restraining material.

前記拘束材は、前記芯線を中心として、組紐状または編紐状に編まれたものとするのが望ましい。そうすることで、露出させた芯線の周囲面を接着面として確保した状態で、芯線に拘束材を巻き回して芯線を結束することができる。   The constraining material is preferably knitted in a braided or knitted string shape with the core wire as the center. By doing so, it is possible to bind the core wire by winding the restraining material around the core wire in a state where the peripheral surface of the exposed core wire is secured as the adhesive surface.

前記拘束材および前記芯線は、その周囲面が固化剤により硬化しているのが望ましい。そうすることで芯線と共に拘束材を一体化させることができるので、芯線自体がばらばらになってしまうことを、より一層防止することができる。また、高強力繊維線材全体の形状維持性が向上するため、高強力繊維線材を孔に挿入する場合に、作業性を向上させることができる。   It is desirable that the peripheral surfaces of the restraining material and the core wire are hardened by a solidifying agent. By doing so, the constraining material can be integrated with the core wire, so that the core wire itself can be further prevented from being separated. Moreover, since the shape maintenance property of the whole high strength fiber wire improves, workability | operativity can be improved when inserting a high strength fiber wire into a hole.

また、本発明の木製部材補強用の高強力繊維線材は、高強力繊維糸を、繊維方向を合わせ交絡させずに束ねた芯線の周囲面に、固化剤を含浸させて硬化させることで、前記高強力繊維糸を結束させ、前記芯線の周囲面を他の木製部材との固定用接着剤による接着面としたことを特徴とすることができる。   Moreover, the high strength fiber wire for reinforcing a wooden member of the present invention is obtained by impregnating and curing a high strength fiber yarn by impregnating a solidifying agent on a peripheral surface of a core wire bundled without aligning the fiber directions. High-strength fiber yarns are bundled, and the peripheral surface of the core wire is an adhesive surface with an adhesive for fixing to another wooden member.

この発明によれば、芯線が、高強力繊維糸の繊維方向を合わせ交絡させずに束ねた高強力繊維束によるものであるため、弱い部分となる高強力繊維糸同士の交絡点が存在しないので、高い耐力を発揮させることができる。また、芯線の周囲面が固化剤を含浸させて硬化されており、芯線を結束する拘束材として別繊維などで被覆されていないので、芯線の周囲面を接着面として固定用接着剤を介在させて他の木製部材に接着させた状態とすることができる。従って、曲げるような力が加わったときに、拘束材が他の木製部材に接着した状態で芯線から剥離したり、拘束材が芯線と接着した状態で木製部材から剥離したりすることが軽減されるので、曲げに対する強度を向上させることができる。   According to this invention, since the core wire is a high-strength fiber bundle that is bundled without aligning the fiber directions of the high-strength fiber yarn, there is no entanglement point between the high-strength fiber yarns that become weak portions. High proof stress can be exhibited. In addition, the peripheral surface of the core wire is hardened by impregnating a solidifying agent, and is not covered with another fiber as a restraining material for binding the core wire, so that a fixing adhesive is interposed with the peripheral surface of the core wire as an adhesive surface. And can be in a state of being adhered to another wooden member. Therefore, when a bending force is applied, it is possible to reduce peeling from the core wire in a state where the restraining material is bonded to another wooden member, and peeling from the wooden member in a state where the restraining material is bonded to the core wire. Therefore, the strength against bending can be improved.

本発明の木部材の接合構造は、本発明の木製部材補強用の高強力繊維線材を補強材として、固定用接着剤と共に、第1の木製部材と第2の木製部材との間に介在させて、前記第1の木製部材と第2の木製部材とが接合されていることを特徴とする。
本発明の木部材の接合構造では、第1の木製部材と第2の木製部材との間に、本発明の木製部材補強用の高強力繊維線材を補強材として固定用接着剤と共に介在させているので、第1の木製部材と第2の木製部材との引張強度や曲げに対する強度を向上させるこができる。
The joining structure of the wood member of the present invention includes the high-strength fiber wire for reinforcing a wooden member of the present invention as a reinforcing material, and is interposed between the first wooden member and the second wooden member together with a fixing adhesive. The first wooden member and the second wooden member are joined together.
In the joining structure of the wooden member of the present invention, the high strength fiber wire for reinforcing the wooden member of the present invention is interposed between the first wooden member and the second wooden member as a reinforcing material together with the fixing adhesive. Therefore, the tensile strength and bending strength of the first wooden member and the second wooden member can be improved.

前記固定用接着剤としては、レゾルシノール樹脂、フェノールレゾルシノール樹脂、フェノール樹脂、α−オレフィン樹脂、エポキシ樹脂、アクリル樹脂、酢酸ビニル樹脂、水性高分子−イソシアネート系樹脂等が適宜使用できるが、レゾルシノール樹脂またはフェノール変性レゾルシノール樹脂を主成分としたものとするのが望ましい。レゾルシノール樹脂またはフェノール変性レゾルシノール樹脂は、木製部材および高強力繊維糸と親和性が高いので、より接着性を向上させることができる。   As the fixing adhesive, resorcinol resin, phenol resorcinol resin, phenol resin, α-olefin resin, epoxy resin, acrylic resin, vinyl acetate resin, aqueous polymer-isocyanate resin, etc. can be used as appropriate. It is desirable to use a phenol-modified resorcinol resin as a main component. Since the resorcinol resin or the phenol-modified resorcinol resin has a high affinity with the wooden member and the high strength fiber yarn, the adhesion can be further improved.

本発明は、芯線が木製部材に強固に接着することで、芯線と拘束材との耐剥離性を向上させることができるので、高強力繊維糸の優れた引張強度を発揮させることができると共に、集成材等の木製部材の曲げに対する強度を向上させることができる。   In the present invention, since the core wire is firmly bonded to the wooden member, the peel resistance between the core wire and the restraint material can be improved, so that the excellent tensile strength of the high strength fiber yarn can be exhibited, The strength against bending of a wooden member such as a laminated material can be improved.

本発明の実施の形態1に係る高強力繊維線材を示す図である。It is a figure which shows the high strength fiber wire which concerns on Embodiment 1 of this invention. 本発明の実施の形態1の高強力繊維線材の第1変形例を示す図である。It is a figure which shows the 1st modification of the high strength fiber wire of Embodiment 1 of this invention. 本発明の実施の形態1の高強力繊維線材の第2変形例を示す図である。It is a figure which shows the 2nd modification of the high strength fiber wire of Embodiment 1 of this invention. (A)〜(C)は図1〜図3に示す高強力繊維線材の芯線を結束材と共に固化剤により結束した状態を示す図である。(A)-(C) is a figure which shows the state which bound the core wire of the high strength fiber wire shown in FIGS. 1-3 with the bundling material with the solidifying agent. 本発明の実施の形態2に係る高強力繊維線材を示す図である。It is a figure which shows the high strength fiber wire which concerns on Embodiment 2 of this invention. 図1〜図5に示す高強力繊維線材の製造方法を説明するための図である。It is a figure for demonstrating the manufacturing method of the high strength fiber wire shown in FIGS. 本発明の実施の形態3に係る木製部材の接合構造を説明するための図であり、図1から図5に示す高強力繊維線材を補強材としてラミナ同士を貼り合わせた接合構造を有する集成材の一例を示す斜視図である。It is a figure for demonstrating the joining structure of the wooden member which concerns on Embodiment 3 of this invention, and the laminated material which has the joining structure which bonded together lamina using the high strength fiber wire shown in FIGS. 1-5 as a reinforcing material It is a perspective view which shows an example. 図7に示す集成材の分解斜視図である。It is a disassembled perspective view of the laminated material shown in FIG. ラミナを切削した溝形状を説明するための図であり、(A)は溝の断面が円弧状である場合を示す図、(B)は矩形状である場合を示す図である。It is a figure for demonstrating the groove shape which cut the lamina, (A) is a figure which shows the case where the cross section of a groove | channel is circular arc shape, (B) is a figure which shows the case where it is a rectangular shape. 図7に示す集成材の製造方法の各工程を説明するためのフローチャートである。It is a flowchart for demonstrating each process of the manufacturing method of the laminated material shown in FIG. 本発明の実施の形態4に係る木製部材の接合構造を説明するための図であり、図1から図5に示す高強力繊維線材を補強材としてラミナ同士を貼り合わせた接合構造を有する棒状部材の一例を示す斜視図である。It is a figure for demonstrating the joining structure of the wooden member which concerns on Embodiment 4 of this invention, and is a rod-shaped member which has the joining structure which bonded together lamina using the high strength fiber wire shown in FIGS. 1-5 as a reinforcing material It is a perspective view which shows an example. 実施例として作製された炭素繊維線材を示す写真であるIt is a photograph which shows the carbon fiber wire produced as an Example. 図11に示す木製部材の接合構造の変形例を示す図である。It is a figure which shows the modification of the joining structure of the wooden member shown in FIG. 本発明の実施の形態5に係る木製部材の接合構造を説明するための図であり、図1から図5に示す高強力繊維線材を補強材として木製部材を貼り合わせた接合構造を有する棒状部材の一例を示す斜視図である。It is a figure for demonstrating the joining structure of the wooden member which concerns on Embodiment 5 of this invention, and is a rod-shaped member which has the joining structure which bonded together the wooden member by using the high strength fiber wire shown in FIGS. 1-5 as a reinforcing material It is a perspective view which shows an example. 図14に示す棒状部材の分解斜視図である。It is a disassembled perspective view of the rod-shaped member shown in FIG. 図14および図15に示す集成材の製造方法の各工程を説明するためのフローチャートである。It is a flowchart for demonstrating each process of the manufacturing method of the laminated material shown to FIG. 14 and FIG. 本発明の実施の形態6に係る木製部材の接合構造を説明するための図であり、図1から図5に示す高強力繊維線材を補強材として梁と柱とを接合した接合構造を有する接合部を説明するための斜視図である。It is a figure for demonstrating the joining structure of the wooden member which concerns on Embodiment 6 of this invention, and joining which has a joining structure which joined the beam and the column using the high strength fiber wire shown in FIGS. 1-5 as a reinforcing material It is a perspective view for demonstrating a part.

[木製部材補強用の高強力繊維線材]
(実施の形態1)
本発明の実施の形態に係る木製部材補強用の高強力繊維線材(以下、単に高強力繊維線材と略す。)を図面に基づいて説明する。
図1に示すように、高強力繊維線材1aは、芯線2と、拘束材3aとにより構成されている。
芯線2は、高強力繊維糸4を、繊維方向を合わせ交絡させずに束ねた高強力繊維束5により形成されている。
高強力繊維糸4は、スーパー繊維とも称される繊維が使用できる。高強力繊維糸4としては、例えば、炭素繊維、バサルト繊維、パラ系アラミド繊維、メタ系アラミド繊維、超高分子量ポリエチレン繊維、ポリアリレート繊維、PBO(ポリパラフェニレンベンズオキサゾール)繊維、ポリフェニレンサルファイド(PPS)繊維、ポリイミド繊維、フッ素繊維、ポリビニルアルコール(PVA繊維)などが使用できる。
[High-strength fiber wire for reinforcing wooden members]
(Embodiment 1)
A high-strength fiber wire for reinforcing a wooden member according to an embodiment of the present invention (hereinafter simply abbreviated as a high-strength fiber wire) will be described with reference to the drawings.
As shown in FIG. 1, the high-strength fiber wire 1a is comprised by the core wire 2 and the restraint material 3a.
The core wire 2 is formed by a high strength fiber bundle 5 in which high strength fiber yarns 4 are bundled without aligning the fiber directions.
As the high-strength fiber yarn 4, a fiber also called a super fiber can be used. Examples of the high-strength fiber yarn 4 include carbon fiber, basalt fiber, para-aramid fiber, meta-aramid fiber, ultrahigh molecular weight polyethylene fiber, polyarylate fiber, PBO (polyparaphenylene benzoxazole) fiber, polyphenylene sulfide (PPS). ) Fiber, polyimide fiber, fluorine fiber, polyvinyl alcohol (PVA fiber) and the like can be used.

高強力繊維束5は、上記高強力繊維糸を単体で用いたり、複数を混合させたり、その他有機繊維からなる糸をその強度や曲げ性が損なわれない範囲で混合したりしたものでもよい。高強力繊維束5は、通常、高強力繊維糸4を数千本から数万本束ねてなる断面が円形状または扁平状の糸状体である。なお、この高強力繊維束5を構成する高強力繊維糸4は、特に、炭素繊維糸やバサルト繊維糸であれば、撚りがあると引張強度が低下するので、高強力繊維糸(フィラメント)に撚りを掛けず、また高強力繊維束全体にも撚りを掛けていないことで、実質的に無撚糸と同等の状態としたものである。撚りが掛かっていない高強力繊維糸や高強力繊維束を得るためには、紡糸の段階より高強力繊維糸に撚りが掛からないよう引き揃えたもの等を用いる。
なお、芯線2を構成する高強力繊維束5は、芯線2の周囲面が接着面として機能することを阻害しない程度にサイジング剤や集束剤を含浸させてもよい。
The high-strength fiber bundle 5 may be one obtained by using the above-mentioned high-strength fiber yarns alone, mixing a plurality of them, or mixing other yarns made of organic fibers as long as their strength and bendability are not impaired. The high-strength fiber bundle 5 is usually a thread-like body having a circular or flat cross section in which thousands to tens of thousands of high-strength fiber threads 4 are bundled. The high-strength fiber yarn 4 constituting the high-strength fiber bundle 5 is a carbon fiber yarn or a basalt fiber yarn. Since the tensile strength decreases when twisted, the high-strength fiber yarn (filament) By not twisting and not twisting the entire high-strength fiber bundle, it is in a state substantially equivalent to untwisted yarn. In order to obtain high-strength fiber yarns and high-strength fiber bundles that are not twisted, ones that are aligned so that the high-strength fiber yarns are not twisted from the spinning stage are used.
The high-strength fiber bundle 5 constituting the core wire 2 may be impregnated with a sizing agent or a sizing agent to such an extent that the peripheral surface of the core wire 2 is not hindered from functioning as an adhesive surface.

高強力繊維糸4が炭素繊維糸であれば、PAN系、ピッチ系のいずれの炭素繊維糸も使用できる。この中でも、得られる成形品の強度と弾性率とのバランスの観点から、PAN系炭素繊維糸が好ましい。
また、この炭素繊維糸を束ねた炭素繊維束は、炭素繊維メーカーから供給される炭素繊維糸6000本(6K)、12000本(12K)、24000本(24K)を、必要とされる強度に応じて1本、または複数本束ねたものを用いることができる。
If the high-strength fiber yarn 4 is a carbon fiber yarn, any PAN-based or pitch-based carbon fiber yarn can be used. Among these, a PAN-based carbon fiber yarn is preferable from the viewpoint of a balance between strength and elastic modulus of the obtained molded product.
In addition, the carbon fiber bundles obtained by bundling the carbon fiber yarns are 6,000 (6K), 12,000 (12K), and 24,000 (24K) carbon fiber yarns supplied from a carbon fiber manufacturer according to the required strength. One or a plurality of bundles can be used.

拘束材3aは、芯線2の周囲面を他の木製部材との固定用接着剤による接着面として露出させた状態で芯線2を周囲面から高強力繊維糸4がばらばらにならないように結束するものである。
本実施の形態1では、芯線2の周囲面に、拘束材3aとなる繊維を巻き回して、目の粗い筒状の組紐(丸打)を組むことで、組紐状の拘束材3aを形成している。また、拘束材としては、図2に示すように、芯線2の周囲面に拘束材3bとなる繊維を巻き回して目の粗い筒状の丸編を編むことで、編紐状の拘束材3bとすることもできる。
拘束材3a,3bとしては、柔軟なものが好ましく、ポリエステル、ナイロン、ビニロン等の合成繊維や、レーヨン等の再生繊維、アセテート等の半合成繊維、絹、羊毛、麻、綿などの天然繊維が使用できる。
拘束材3aは、芯線2の長さ方向に対して0.5mm〜30cmのピッチで交差させるとよく、特に、1cmから10cmがより好ましい。
The constraining material 3a binds the core wire 2 so that the high-strength fiber yarn 4 does not fall apart from the peripheral surface in a state where the peripheral surface of the core wire 2 is exposed as an adhesive surface with an adhesive for fixing to another wooden member. It is.
In the first embodiment, a braided restraining material 3a is formed by winding a fiber serving as the restraining material 3a around the core wire 2 and assembling a coarse braided string (round punching). ing. In addition, as shown in FIG. 2, the binding material 3b is a braided string-like binding material 3b by winding a fiber to be the binding material 3b around the core wire 2 and knitting a circular circular knitting with a coarse mesh. It can also be.
The restraining materials 3a and 3b are preferably flexible, and synthetic fibers such as polyester, nylon, and vinylon, regenerated fibers such as rayon, semi-synthetic fibers such as acetate, and natural fibers such as silk, wool, hemp, and cotton. Can be used.
The constraining material 3a may be crossed at a pitch of 0.5 mm to 30 cm with respect to the length direction of the core wire 2, and particularly preferably 1 cm to 10 cm.

ここで、拘束材が芯線2を被覆する割合について説明する。
芯線2の被覆率は、高強力繊維線材の周囲面全体の面積に対する拘束材が占める面積の割合である。被覆率は、拘束材が芯線2の周囲面に一様に配置されたものであるときには、高強力繊維線材を側方から撮像し、撮像された画像から高強力繊維線材全体の面積と、拘束材が占める面積とを測定して、次式に従って演算することで算出することができる。
被覆率(%)=(拘束材が占める面積)/(高強力繊維線材全体の面積)×100
Here, the ratio that the constraining material covers the core wire 2 will be described.
The coverage of the core wire 2 is the ratio of the area which a restraint material occupies with respect to the area of the whole surrounding surface of a high strength fiber wire. When the constraining material is uniformly arranged on the peripheral surface of the core wire 2, the coverage is obtained by imaging the high strength fiber wire from the side, the area of the entire high strength fiber wire from the captured image, It can be calculated by measuring the area occupied by the material and calculating according to the following equation.
Coverage rate (%) = (area occupied by restraint material) / (area of the entire high-strength fiber wire) × 100

このように算出される被覆率は、少ない方が、固定用接着剤が芯線2の周囲面に接着して接着面として機能する面積が広くなるため望ましい。特に、高強力繊維線材1aを用いて集成材同士の接着強度を向上させるとの観点からは70%以下である。より好ましくは50%以下、更に好ましくは30%以下である。被覆率の下限は、芯線2を構成する高強力繊維糸4がばらばらにならず、紐状または棒状が維持できる最も低い値とすることができる。   It is desirable that the coverage ratio calculated in this way is small because the area where the fixing adhesive adheres to the peripheral surface of the core wire 2 and functions as an adhesive surface is widened. In particular, it is 70% or less from the viewpoint of improving the adhesive strength between the laminated materials using the high strength fiber wire 1a. More preferably, it is 50% or less, More preferably, it is 30% or less. The lower limit of the covering ratio can be set to the lowest value at which the high-strength fiber yarns 4 constituting the core wire 2 are not separated and can maintain a string shape or a rod shape.

この高強力繊維線材1aは、以下のようにして製造することができる。
必要本数の高強力繊維束5をクリールから引き出し、それらを束ねて芯線2とする。この芯線2を製紐機の中央に通す。そして、製紐機により芯線2の周囲面に拘束材3aにより目の粗い組物を形成する。そうすることで、組紐状の拘束材3aが芯線2の周囲面に形成されて、芯線2がばらばらにならないように結束され、長尺状の高強力繊維線材1aとなり、ドラムなどに巻き取ることができる。高強力繊維線材1aは柔軟な芯線2を拘束材3aで結束しただけなので、ドラム等に容易に巻き付けることができる。従って、移動や保管が容易である。
This high-strength fiber wire 1a can be manufactured as follows.
A required number of high-strength fiber bundles 5 are pulled out from the creel and bundled to form the core wire 2. This core wire 2 is passed through the center of the string making machine. And a braid with a coarse mesh is formed on the peripheral surface of the core wire 2 by the binding material 3a by the stringing machine. By doing so, the braid-like restraining material 3a is formed on the peripheral surface of the core wire 2, and the core wire 2 is bound so as not to be separated into a long high-strength fiber wire 1a, which is wound around a drum or the like. Can do. Since the high-strength fiber wire 1a is obtained by simply binding the flexible core wire 2 with the restraining material 3a, it can be easily wound around a drum or the like. Therefore, movement and storage are easy.

なお、拘束材を編紐状とするときには、芯線2を丸編機の中央に通して芯線2の周囲面に編物を形成することで、図2に示すような拘束材3bとすることが可能である。   In addition, when making a restraint material into a braided string shape, it can be set as the restraint material 3b as shown in FIG. 2 by forming the knitted material in the surrounding surface of the core wire 2 through the center of a circular knitting machine. It is.

また、高強力繊維線材は、拘束材を編紐状または組紐状とする以外に、高強力繊維糸4がばらばらにならないように結束できればよいので、図3に示すように、高強力繊維線材1cの芯線2を結束するための拘束材として、所定間隔ごとに配置されたゴム輪や拘束材3a,3bで挙げられている繊維等を所定間隔に配置した拘束材3cとすることもできる。   In addition, the high-strength fiber wire may be bundled so that the high-strength fiber yarns 4 are not separated apart from the braided braid or braid, so that the high-strength fiber wire 1c as shown in FIG. As a restraining material for binding the core wires 2, a restraining material 3 c in which rubber rings arranged at predetermined intervals, fibers mentioned in the restricting materials 3 a and 3 b, etc., are arranged at predetermined intervals can be used.

図1から図3に示す芯線2においては、サイジング剤や集束剤を含浸させて結束することの他に、図4(A)から同図(C)に示すように、高強力繊維糸4をより強固に結束するために、拘束材3a〜3cにより結束した芯線2に固化剤を含浸させ、拘束材3a〜3cと共に芯線2を硬化させることもできる。そうすることで、芯線2および拘束材3a〜3cを強固に一体化させ棒状体とすることができる。この場合には、高強力繊維線材1d〜1fを数cm〜数m程度の長さに切断した状態で移動、保管を行うことができる。芯線2を強固に一体化させた高強力繊維線材1d〜1fであれば、木製品を製造するときの補強材として使用する場合、狭い溝に配置するときや奥行きの深い穴などに挿入するときなどに、型崩れしないため容易に配置することができる。   In the core wire 2 shown in FIGS. 1 to 3, in addition to impregnating with a sizing agent or a bundling agent and binding, as shown in FIGS. 4 (A) to (C), the high strength fiber yarn 4 is In order to bind more firmly, the core wire 2 bound by the restraining materials 3a to 3c can be impregnated with a solidifying agent, and the core wire 2 can be cured together with the restraining materials 3a to 3c. By doing so, the core wire 2 and the restraining materials 3a-3c can be firmly integrated into a rod-like body. In this case, the high-strength fiber wires 1d to 1f can be moved and stored in a state of being cut to a length of about several centimeters to several meters. The high-strength fiber wires 1d to 1f in which the core wire 2 is firmly integrated are used as a reinforcing material when manufacturing a wooden product, when placed in a narrow groove or when inserted into a deep hole, etc. Moreover, since it does not lose its shape, it can be easily arranged.

使用できる固化剤としては、熱可塑性樹脂、熱硬化性樹脂のいずれでもよいが、可変性を持たせるためには、熱可塑性樹脂が好ましく用いられる。また、固定用接着剤および高強力繊維糸と親和性の高い固化剤とすることが望ましい。
好適な具体例としては、ポリエーテルエーテルケトン(PEEK)、ポリプロピレン、ポリエチレン、ポリスチレン、ポリアミド(ナイロン6、ナイロン66、ナイロン12、ナイロン42等)、ABS樹脂、アクリル樹脂、塩化ビニル樹脂、塩化ビニリデン樹脂、ポリフェニレンオキサイド、ポリブチレンテレフタレート、ポリエチレンテレフタレート、ポリサルフォン、ポリエーテルサルフォン、ポリエーテルイミド、ポリアリレート、エポキシ樹脂、ウレタン樹脂、ポリカーボネート樹脂、レゾルシノール樹脂などが挙げられるが、これに制限されない。
As the solidifying agent that can be used, either a thermoplastic resin or a thermosetting resin may be used, but in order to provide variability, a thermoplastic resin is preferably used. Further, it is desirable to use a solidifying agent having a high affinity with the fixing adhesive and the high strength fiber yarn.
Preferred examples include polyetheretherketone (PEEK), polypropylene, polyethylene, polystyrene, polyamide (nylon 6, nylon 66, nylon 12, nylon 42, etc.), ABS resin, acrylic resin, vinyl chloride resin, vinylidene chloride resin. , Polyphenylene oxide, polybutylene terephthalate, polyethylene terephthalate, polysulfone, polyethersulfone, polyetherimide, polyarylate, epoxy resin, urethane resin, polycarbonate resin, resorcinol resin, and the like, but are not limited thereto.

この中でも酸やアルカリに対する耐久性の観点から、ポリエーテルエーテルケトン(PEEK)、アクリル樹脂、塩化ビニル樹脂、塩化ビニリデン樹脂、ポリエチレン樹脂、エポキシ樹脂、ウレタン樹脂、ポリカーボネート樹脂、レゾルシノール樹脂が好適である。   Among these, polyether ether ketone (PEEK), acrylic resin, vinyl chloride resin, vinylidene chloride resin, polyethylene resin, epoxy resin, urethane resin, polycarbonate resin, and resorcinol resin are preferable from the viewpoint of durability against acids and alkalis.

芯線2への上述の樹脂のコートする方法は、スプレーや刷毛で高強力繊維に樹脂をコートするなど特に制限はないが、生産性の観点から、ディプ−ニップ法やさらにダイスを用いた図6に示すような装置を用いることができる。
樹脂として熱可塑性樹脂をコートする場合で説明すると、図6に示すような装置を用いた場合、クリール7aから供給された高強力繊維束(芯線2)を製紐機(図示せず)に通したり、丸編機(図示せず)に通したりして拘束材3を形成した後、溶融あるいは溶媒に溶解した熱可塑性樹脂、あるいは熱可塑性樹脂を含むエマルジョンに浸漬し通過させ、その後、必要に応じてマングルで絞り、余分な熱可塑性樹脂を取り除いてダイス7bで線径を整えたのちに必要に応じて加熱炉7cにより乾燥、硬化させることでコーティングを行う。そして、乾燥、硬化したものを裁断機7dに所定長さに切断すれば、切断した状態で移動、保管を行うことができる。
The method of coating the above-described resin on the core wire 2 is not particularly limited, such as coating the resin on the high-strength fiber with a spray or a brush, but from the viewpoint of productivity, a dip-nip method or further using a die is used. An apparatus as shown in FIG.
In the case where a thermoplastic resin is coated as the resin, when a device as shown in FIG. 6 is used, the high-strength fiber bundle (core wire 2) supplied from the creel 7a is passed through a stringing machine (not shown). Or forming the restraint material 3 by passing it through a circular knitting machine (not shown), and then immersing it in a thermoplastic resin melted or dissolved in a solvent, or an emulsion containing a thermoplastic resin, and then as required. Accordingly, the coating is performed by squeezing with a mangle, removing excess thermoplastic resin, adjusting the wire diameter with a die 7b, and then drying and curing in a heating furnace 7c as necessary. Then, if the dried and hardened material is cut into a predetermined length by the cutting machine 7d, it can be moved and stored in the cut state.

(実施の形態2)
次に、本発明の実施の形態2に係る高強力繊維線材を図5に基づいて説明する。なお、図5においては、図1と同じ構成のものは同符号を付して説明を省略する。
図5に示す高強力繊維線材1gは、芯線2の周囲面を他の木製部材との固定用接着剤による接着面とするために、芯線2に固化剤を含浸させて高強力繊維糸4を結束したものである。
(Embodiment 2)
Next, the high strength fiber wire according to Embodiment 2 of the present invention will be described with reference to FIG. In FIG. 5, the same components as those in FIG.
The high-strength fiber wire 1g shown in FIG. 5 is obtained by impregnating the core wire 2 with a solidifying agent so that the peripheral surface of the core wire 2 is an adhesive surface with an adhesive for fixing to another wooden member. They are united.

固化剤は、芯線2に含浸させて硬化させ、芯線2を構成する高強力繊維糸4が離散しないように拘束材として機能するものであれば使用することができる。また、固化剤は、高強力繊維糸4が離散しなければよいので、芯線2の中心に至るまで含浸させる必要はなく、表層が硬化する程度に芯線2に含浸させればよい。なお、固化剤を芯線2の中心に至るまで含浸させる必要はないが、芯線2の中心まで含浸させ、芯線2全体を硬化させてもよい。   The solidifying agent can be used as long as it functions as a restraining material so that the core wire 2 is impregnated and cured, and the high-strength fiber yarns 4 constituting the core wire 2 are not dispersed. Further, since the solidifying agent does not have to be dispersed in the high strength fiber yarns 4, it is not necessary to impregnate until reaching the center of the core wire 2, and the core wire 2 may be impregnated to such an extent that the surface layer is cured. Although it is not necessary to impregnate the solidifying agent until it reaches the center of the core wire 2, the entire core wire 2 may be cured by impregnating the core wire 2.

使用できる固化剤としては、実施の形態1と同様に、熱可塑性樹脂、熱硬化性樹脂のいずれでもよいが、可変性を持たせるためには、熱可塑性樹脂が好ましく用いることができる。また、固定用接着剤および高強力繊維糸と親和性の高い固化剤とすることが望ましい。また、樹脂として熱可塑性樹脂をコートする場合では、実施の形態1と同様に、図6に示すような装置を用いることができる。   As the solidifying agent that can be used, either a thermoplastic resin or a thermosetting resin may be used as in the first embodiment, but a thermoplastic resin can be preferably used in order to provide variability. Further, it is desirable to use a solidifying agent having a high affinity with the fixing adhesive and the high strength fiber yarn. In the case where a thermoplastic resin is coated as the resin, an apparatus as shown in FIG. 6 can be used as in the first embodiment.

このように構成された高強力繊維線材1gは、固化剤により棒状体となるため、数cm〜数m程度の長さに切断した状態で移動、保管を行うことが容易にでき、木製品を製造するときの補強材として使用するときには、狭い溝に配置するときや奥行きの深い穴などに挿入するときなど、型崩れしないため容易に配置することができる。
また、固化剤を、芯線2を結束する拘束材として機能させているため、図1〜図3に示す拘束材3a〜3cを省略することができる。
Since the 1 g high-strength fiber wire thus configured becomes a rod-like body by a solidifying agent, it can be easily moved and stored in a state of being cut to a length of several centimeters to several meters, and a wooden product is manufactured. When it is used as a reinforcing material, it can be easily placed because it does not lose its shape, such as when placed in a narrow groove or inserted into a deep hole.
In addition, since the solidifying agent functions as a restraining material that binds the core wire 2, the restraining materials 3 a to 3 c shown in FIGS. 1 to 3 can be omitted.

[集成材による木製品]
(実施の形態3)
図1から図5に示す高強力繊維線材1a〜1gを補強材として用いてラミナを接合した集成材により形成した木製品を、図7から図11に基づいて説明する。図7および図8に示す集成材100は、略板状の木製部材である4本のラミナ100a〜100dの対向面を接着面として、接着面同士を貼り合わせて、厚みがあるが一枚の板状部材(柱状物)としたものである。ラミナ100a〜100dのうち、ラミナ100b(第1の木製部材)とラミナ100c(第2の木製部材)との間に、補強のための補強材1xが配置されている。
補強材1xは、図1から図5に示す高強力繊維線材1a〜1gのいずれかとすることができる。ラミナ100cには、補強材1xを配置するための溝100eが設けられている。
[Wooden products made of laminated lumber]
(Embodiment 3)
A wooden product formed of a laminated material obtained by joining lamina using the high-strength fiber wires 1a to 1g shown in FIGS. 1 to 5 as a reinforcing material will be described with reference to FIGS. The laminated material 100 shown in FIG. 7 and FIG. 8 has a thickness, although the adhesive surfaces are bonded to each other with the opposing surfaces of the four laminaes 100a to 100d being substantially plate-like wooden members as the adhesive surfaces. It is a plate-like member (columnar object). Among the laminaes 100a to 100d, a reinforcing material 1x for reinforcement is disposed between the lamina 100b (first wooden member) and the lamina 100c (second wooden member).
The reinforcing material 1x can be any one of the high-strength fiber wires 1a to 1g shown in FIGS. The lamina 100c is provided with a groove 100e for arranging the reinforcing material 1x.

この溝100eは、ラミナ100cの接着面に沿って設けられ、図9(A)に示すように底面の断面(溝の長さ方向に直交する面)が円弧状に形成されている。溝100eの底面を円弧状とすることで、補強材1xと底面との隙間がほぼ均等になるため、溝100eの内面と補強材1xの周囲とを均等に接着せることができるので、接着強度を向上させることができる。また、補強材1xと底面との隙間が少なくなるため、無駄となってしまう接着剤を減らすことができる。
また、図9(B)では、溝100fを矩形状に形成することもできる。
更に、溝を三角形状や五角形以上の多角形状とすることもできる。溝の断面を正多角形状とするときには、補強材1xを配置しやすいように、正多角形の一辺または複数の辺を開放した形状とするのが望ましい。
The groove 100e is provided along the bonding surface of the lamina 100c, and as shown in FIG. 9A, the bottom cross section (the surface orthogonal to the groove length direction) is formed in an arc shape. By making the bottom surface of the groove 100e into an arc shape, the gap between the reinforcing material 1x and the bottom surface becomes substantially uniform, so that the inner surface of the groove 100e and the periphery of the reinforcing material 1x can be evenly bonded. Can be improved. Further, since the gap between the reinforcing material 1x and the bottom surface is reduced, it is possible to reduce the useless adhesive.
In FIG. 9B, the groove 100f can be formed in a rectangular shape.
Furthermore, the groove may be a triangular shape or a polygonal shape that is a pentagon or more. When the cross section of the groove is a regular polygon, it is desirable to have a shape in which one side or a plurality of sides of the regular polygon is opened so that the reinforcing material 1x can be easily arranged.

溝100eは、ラミナ100cのみに形成すること以外に、ラミナ100b側に形成したり、ラミナ100bとラミナ100cとの両方に形成したりすることも可能である。溝をラミナ100bとラミナ100cとのいずれか一方の木製部材に形成する方が加工の点で簡易となるため好ましい。   The groove 100e may be formed on the lamina 100b side, or may be formed on both the lamina 100b and the lamina 100c, in addition to being formed only on the lamina 100c. It is preferable to form the groove on one of the wooden members of the lamina 100b and the lamina 100c because it is easy in terms of processing.

次に、図7および図8に示す集成材の接合方法を図10に基づいて説明する。
まず、ステップS10での溝切削工程にて、ラミナ100cに溝100eを形成する。溝100eの溝幅は、この溝100eに配置される補強材1xの太さに対して幅広過ぎると、大量の固定用接着剤が必要となるため、補強材1xが挿入可能な幅とするのが望ましい。
次に、ステップS20での接着剤充填工程にて、溝100eに固定用接着剤を充填すると共に、溝100eが形成されているラミナ100cの溝形成面100gに固定用接着剤を刷毛やスプレー、シャワーなどにより塗布する。
また、ラミナ100aとラミナ100b、およびラミナ100cとラミナ100dのそれぞれの対向面のいずれか一面、または両面に固定用接着剤を塗布する。
この固定用接着剤は、前述のようにレゾルシノール樹脂、フェノールレゾルシノール樹脂、フェノール樹脂、α−オレフィン樹脂、エポキシ樹脂、アクリル樹脂、酢酸ビニル樹脂や水性高分子−イソシアネート系樹脂等の公知の接着剤が使用できる。特に、木製部材と高強力繊維糸の両方に親和性が高いものが好ましく、高強力繊維糸として炭素繊維糸を用いる場合には、レジルシノール樹脂やフェノールレゾルシノール樹脂を好ましく用いることができる。
Next, a method for joining the laminated materials shown in FIGS. 7 and 8 will be described with reference to FIG.
First, the groove 100e is formed in the lamina 100c in the groove cutting process in step S10. If the groove width of the groove 100e is too wide with respect to the thickness of the reinforcing material 1x disposed in the groove 100e, a large amount of fixing adhesive is required. Is desirable.
Next, in the adhesive filling process in step S20, the groove 100e is filled with the fixing adhesive, and the fixing adhesive is brushed or sprayed on the groove forming surface 100g of the lamina 100c where the groove 100e is formed. Apply by showering.
Further, a fixing adhesive is applied to any one or both of the opposing surfaces of the lamina 100a and lamina 100b and the lamina 100c and lamina 100d.
As described above, the fixing adhesive may be a known adhesive such as resorcinol resin, phenol resorcinol resin, phenol resin, α-olefin resin, epoxy resin, acrylic resin, vinyl acetate resin, or aqueous polymer-isocyanate resin. Can be used. In particular, those having high affinity for both the wooden member and the high-strength fiber yarn are preferable. When a carbon fiber yarn is used as the high-strength fiber yarn, a resilcinol resin or a phenol resorcinol resin can be preferably used.

次に、ステップS30での補強材配置工程にて、既に固定用接着剤が充填されている溝100eに補強材1xを配置する。予め固定用接着剤が溝100eに充填されているので、補強材1xが配置できる程度に溝幅が狭くても、補強材1xと溝100eとの間に空気が入り込んでしまうことを防ぐことができ、補強材1xと溝100eの溝面との間に十分な固定用接着剤を介在させることができる。従って、補強材1xと溝100eとの間の接着力を確保することができる。
次に、ステップS40での接合工程にて、ラミナ100aからラミナ100dの接着面同士を突き合わせ押圧して、ラミナ100aからラミナ100dを貼り合わせ接合することで、集成材100とすることができる。
このようにして、ラミナ100bとラミナ100cとの間に補強材1xを配置した状態で、段積みしたラミナ100a〜ラミナ100dを接合することができる。
Next, in the reinforcing material arranging step in step S30, the reinforcing material 1x is arranged in the groove 100e that is already filled with the fixing adhesive. Since the fixing adhesive is filled in the groove 100e in advance, even if the groove width is narrow enough to arrange the reinforcing material 1x, air can be prevented from entering between the reinforcing material 1x and the groove 100e. And a sufficient fixing adhesive can be interposed between the reinforcing material 1x and the groove surface of the groove 100e. Therefore, the adhesive force between the reinforcing material 1x and the groove 100e can be ensured.
Next, in the joining process in step S40, the laminated surfaces 100 can be obtained by abutting and pressing the adhesive surfaces of the lamina 100a to the lamina 100d and bonding and laminating the lamina 100d to the lamina 100d.
In this manner, the stacked laminaes 100a to 100d can be joined in a state where the reinforcing material 1x is disposed between the lamina 100b and the lamina 100c.

補強材1xを図1から図3に示すような高強力繊維線材1a〜1cとした場合では、拘束材3a〜3cが芯線2の全体を被覆しておらず、芯線2の周囲面を接着面として露出させた状態で結束しているので、接着面として露出した高強力繊維糸4が固定用接着剤を介在させて溝100eを有するラミナ100cと接着する。また、溝100eを覆うラミナ100bの接着面と補強材1xは強固に接着する。   In the case where the reinforcing material 1x is made of high-strength fiber wires 1a to 1c as shown in FIGS. 1 to 3, the restraining materials 3a to 3c do not cover the entire core wire 2, and the peripheral surface of the core wire 2 is an adhesive surface. The high-strength fiber yarn 4 exposed as an adhesive surface is bonded to the lamina 100c having the groove 100e with a fixing adhesive interposed therebetween. Further, the adhesive surface of the lamina 100b covering the groove 100e and the reinforcing material 1x are firmly bonded.

このように接着した集成材100を引っ張ったり曲げたりしても、芯線2は繊維方向を合わせ交絡させずに束ねた高強力繊維線材により形成されているため、特に、高強力繊維糸として炭素繊維糸やバサルト繊維糸を用いた場合においても、これらの弱い部分となるねじれや交絡点が存在しないので、補強材1xは高い耐力を発揮する。   Even if the laminated material 100 bonded in this way is pulled or bent, the core wire 2 is formed of a high-strength fiber wire that is bundled without matching the fiber direction, so that the carbon fiber is particularly used as a high-strength fiber yarn. Even when yarns or basalt fiber yarns are used, there are no twists or entanglement points that are weak parts of these yarns, so that the reinforcing material 1x exhibits high yield strength.

また、高強力繊維線材1a〜1cとした補強材1xは、拘束材3a〜3cが芯線2全体を被覆していないため、露出した芯線2の接着面をラミナ100cの溝面やラミナ100bの接着面に固定用接着剤を介在させて接着させる面積を広く確保することができる。
従って、集成材100を曲げたときに、芯線2の接着面で十分な接着力を確保することができるので、拘束材3a〜3cだけがラミナ100cやラミナ100bに接着した状態で芯線2から剥離してしまうことや、拘束材3a〜3cがラミナ100,100bから剥離してしまうことが軽減される。よって、ラミナ100b,100cが芯線2から剥離し難くすることができるので、集成材の曲げに対する強度を向上させることができる。
Further, in the reinforcing material 1x made of the high-strength fiber wires 1a to 1c, since the restraining materials 3a to 3c do not cover the entire core wire 2, the exposed bonding surface of the core wire 2 is bonded to the groove surface of the lamina 100c or the lamina 100b. It is possible to secure a wide area to be bonded by interposing a fixing adhesive on the surface.
Accordingly, when the laminated material 100 is bent, a sufficient adhesive force can be secured on the bonding surface of the core wire 2, so that only the restraining materials 3a to 3c are peeled off from the core wire 2 in a state of being bonded to the lamina 100c or the lamina 100b. And the peeling of the restraining materials 3a to 3c from the laminas 100 and 100b is reduced. Therefore, since the lamina 100b and 100c can be made difficult to peel from the core wire 2, the strength against bending of the laminated material can be improved.

補強材1xを図4に示すような芯線2と拘束材3a〜3cとを固化剤により硬化させた高強力繊維線材1d〜1fとした場合では、芯線2は固化剤、固定用接着剤を介して溝100eを有するラミナ100cと接着する。また、図5に示すような芯線2を固化剤により硬化させた高強力繊維線材1gとした場合では、同様に芯線2の硬化した周囲面全体が固化剤、固定用接着剤を介して溝100eを有するラミナ100cと接着する。また、溝100eを覆うラミナ100bの接着面と補強材1xが強固に接着する。   When the reinforcing material 1x is a high-strength fiber wire 1d to 1f obtained by curing the core wire 2 and the restraining materials 3a to 3c as shown in FIG. 4 with a solidifying agent, the core wire 2 passes through a solidifying agent and a fixing adhesive. Adhering to the lamina 100c having the groove 100e. Further, when the core wire 2 as shown in FIG. 5 is a high-strength fiber wire 1g obtained by curing with a solidifying agent, the entire peripheral surface of the core wire 2 is similarly grooved 100e via the solidifying agent and fixing adhesive. Adhering to lamina 100c having Further, the adhesive surface of the lamina 100b covering the groove 100e and the reinforcing material 1x are firmly bonded.

このように接着した集成材100を引っ張ったり曲げたりしても、芯線2は繊維方向を合わせ交絡させずに束ねた高強力繊維線材により形成されているため、特に、高強力繊維糸として、炭素繊維糸やバサルト繊維糸を用いた場合においても、これらの弱い部分となるねじれや交絡点が存在しないので、補強材1xは高い耐力を発揮する。
また、高強力繊維線材1gとした補強材1xは、補強材1xの周囲面全体を接着面として固化剤、固定用接着剤を介してラミナ100cやラミナ100bに接着させた状態とすることができる。従って、集成材100を曲げたときに、芯線全体を被覆する別繊維が剥がれてしまうようなことを防止することができるので、集成材の曲げに対する強度を向上させることができる。
更に、高強力繊維線材1d〜1gは、芯線2が固化剤により硬質に一体化して棒状に形成されているため、高強力繊維線材1d〜1gを溝100eに容易に配置することができる。
Even if the laminated material 100 bonded in this way is pulled or bent, the core wire 2 is formed of a high-strength fiber wire that is bundled without tangling the fibers, so that carbon fiber is particularly used as a high-strength fiber yarn. Even when fiber yarns or basalt fiber yarns are used, there is no twist or entanglement point that becomes a weak portion of these, so that the reinforcing material 1x exhibits a high yield strength.
In addition, the reinforcing material 1x that is the high-strength fiber wire 1g can be in a state where the entire peripheral surface of the reinforcing material 1x is bonded to the lamina 100c or lamina 100b via a solidifying agent and a fixing adhesive. . Therefore, when the laminated material 100 is bent, it is possible to prevent the separate fibers covering the entire core wire from being peeled off, so that the strength of the laminated material against bending can be improved.
Furthermore, since the high-strength fiber wires 1d to 1g are formed into a rod shape by integrally integrating the core wire 2 with a solidifying agent, the high-strength fiber wires 1d to 1g can be easily disposed in the groove 100e.

なお、本実施の形態3では、接着剤充填工程において、溝100eに固定用接着剤を充填すると共に、ラミナ100a〜100dのそれぞれの接着面となる対向面に固定用接着剤を塗布しているが、次のようにすることもできる。
まず、接着剤充填工程で溝100eに固定用接着剤を充填しておき、次の補強材配置工程で補強材1xを溝100eに配置し、そして、接合工程でラミナ100a〜100dのそれぞれの接着面となる対向面に固定用接着剤を塗布し、ラミナ100a〜100dを段積みして貼り合わせ集成材100とする。集成材の接合方法としては、このような手順としてもよい。
In the third embodiment, in the adhesive filling step, the groove 100e is filled with the fixing adhesive, and the fixing adhesive is applied to the opposing surfaces serving as the bonding surfaces of the laminas 100a to 100d. However, it can also be done as follows.
First, the fixing adhesive is filled in the groove 100e in the adhesive filling process, the reinforcing material 1x is arranged in the groove 100e in the next reinforcing material arranging process, and the laminas 100a to 100d are bonded in the joining process. A fixing adhesive is applied to the opposite surface to be a surface, and laminaes 100 a to 100 d are stacked to form a laminated assembly 100. Such a procedure may be used as a method for joining the laminated materials.

(実施の形態4)
次に、図1から図5に示す高強力繊維線材1a〜1gを用いてラミナを接合した木製品を、図11に基づいて説明する。
図11に示す集成材101は、4本のラミナ100a〜100dのうち、ラミナ100aを第1の木製部材とし、ラミナ100bを第2の木製部材として、断面が矩形状の溝100fをラミナ100bに形成し、補強材1xを配置したものである。補強材1xが配置された位置が異なる以外は、実施の形態3にて説明した集成材100(図7から図9を参照)と同じであるため詳細な説明は省略する。
(Embodiment 4)
Next, the wooden product which joined the lamina using the high strength fiber wire 1a-1g shown in FIGS. 1-5 is demonstrated based on FIG.
The laminated material 101 shown in FIG. 11 includes a lamina 100a as a first wooden member, a lamina 100b as a second wooden member, and a groove 100f having a rectangular cross section as a lamina 100b among the four laminaes 100a to 100d. The reinforcing material 1x is arranged and formed. Since it is the same as the laminated material 100 described in the third embodiment (see FIGS. 7 to 9) except for the position where the reinforcing material 1x is arranged, detailed description is omitted.

(実施例)
図11に示す集成材101を発明品として作製した。このときの補強材1xは図1に示す高強力繊維線材1aとした(図12参照)。
芯線2は、高強力繊維糸4として、12000本の炭素繊維糸が収束された12Kの炭素繊維束を30本引き揃えたもの(炭素繊維糸にも炭素繊維束にも実質的に撚りが掛かっていない)を使用した。また、拘束材3は、1000デシテックスのポリエステル繊維を製紐機により芯線2の周囲面に、芯線2の長さ方向に対して約2.7cmのピッチで巻き回したものとした。このときの被覆率は29%であった。
(Example)
A laminated material 101 shown in FIG. 11 was produced as an invention product. The reinforcing material 1x at this time was the high-strength fiber wire 1a shown in FIG. 1 (see FIG. 12).
The core wire 2 is a high-strength fiber yarn 4 in which 30 pieces of 12K carbon fiber bundles in which 12,000 carbon fiber yarns are converged are twisted (the carbon fiber yarn and the carbon fiber bundle are substantially twisted). Not used). In addition, the restraint material 3 was obtained by winding 1000 dtex polyester fiber around the core wire 2 at a pitch of about 2.7 cm with respect to the length direction of the core wire 2 by a string making machine. The coverage at this time was 29%.

ラミナ100a〜100dは、幅約9cm、厚さ9cm、長さ2mに加工した杉材を使用した。これらの杉材のうち、ラミナ100bの幅方向の中央に、長さ方向に沿って溝幅約1cmの溝100fを形成した。固定用接着剤としては、レゾルシノール樹脂を使用して、ラミナ100a〜100dの接着面の全面に塗布すると共に、ラミナ100cの溝100fに充填した。次に、固定用接着剤が充填された溝100fに補強材1xを配置した。その後、ラミナ100a〜100dの接着面同士を突き合わせて押出して、補強材1xをラミナ100a,100bに接着させて集成材101を得た。
このような集成材101に対して、ラミナ100aの中央部に押圧力(図11においては矢印F1で示す)を加えて、曲げ強さ、ヤング係数(スパン1620mm、荷重点間距離360mm)を測定したところ、曲げ強さは68MPa、ヤング係数は8.5MPaであった。
Laminas 100a to 100d used cedar wood processed to have a width of about 9 cm, a thickness of 9 cm, and a length of 2 m. Among these cedar materials, a groove 100f having a groove width of about 1 cm was formed along the length direction in the center of the lamina 100b in the width direction. As a fixing adhesive, resorcinol resin was applied to the entire adhesive surface of the lamina 100a to 100d and filled in the groove 100f of the lamina 100c. Next, the reinforcing material 1x was placed in the groove 100f filled with the fixing adhesive. Thereafter, the bonded surfaces of the laminas 100a to 100d were butted together and extruded to bond the reinforcing material 1x to the laminas 100a and 100b, thereby obtaining a laminated material 101.
A pressing force (indicated by arrow F1 in FIG. 11) is applied to the laminated material 101 at the center of the lamina 100a, and the bending strength and Young's modulus (span 1620 mm, distance between load points 360 mm) are measured. As a result, the bending strength was 68 MPa, and the Young's modulus was 8.5 MPa.

比較のために、同じラミナ100a〜100d(但し、ラミナ100bに溝100fはない。)による集成材であるが、補強材1xによる補強を施していないものを従来品として作製して、曲げ強さ、ヤング係数を測定した。その結果、曲げ強さは70MPa、ヤング係数は6.4MPaであった。これらからも分かるように、発明品はヤング係数が約32%と大幅に向上した。
また、測定後の発明品を観察したところ、割れた箇所は木の節がある部分であり、節のないラミナであれば更に高い曲げ強さおよびヤング係数が得られる可能性があることがわかった。また、測定後の従来品は2つに割れてしまったが、測定後の発明品は集成材が欠ける程度であった。
For comparison, a laminated material made of the same lamina 100a to 100d (however, the lamina 100b does not have the groove 100f) but is not reinforced by the reinforcing material 1x is manufactured as a conventional product, and bending strength is obtained. The Young's modulus was measured. As a result, the bending strength was 70 MPa and the Young's modulus was 6.4 MPa. As can be seen from these results, the Young's modulus of the inventive product was greatly improved to about 32%.
In addition, when the invention product after the measurement was observed, the cracked part was a part with a tree node, and it was found that if the lamina has no node, higher bending strength and Young's modulus may be obtained. It was. Moreover, although the conventional product after the measurement was cracked in two, the inventive product after the measurement was of a level lacking the laminated material.

この実施例では、ラミナ100aの中央部を押圧点として押圧しているので、集成材101は、ラミナ100dの中央部が下方に膨出した凸状に撓む。このように撓むと、ラミナ100aよりラミナ100dの方が押圧点から遠いため、ラミナ100dの方がラミナ100aより曲率半径が大きくなるので、ラミナ100dに対する長さ方向の引張度合いがラミナ100aより大きくなる。
従って、ラミナ100aの中央部を押圧するときには、補強材1xをラミナ100aとラミナ100bとの間に位置させるより、溝を100dに形成して、補強材1xをラミナ100cとラミナ100dとの間に位置させる方が曲げ強さやヤング係数を向上させることができる。つまり、集成材に対して押圧力が加わる位置から遠い位置にあるラミナの間に補強材を配置する方が曲げ強さやヤング係数を向上させるという点では有利である。
In this embodiment, since the central portion of the lamina 100a is pressed as a pressing point, the laminated material 101 is bent into a convex shape in which the central portion of the lamina 100d bulges downward. Since the lamina 100d is farther away from the pressing point than the lamina 100a when bent in this way, the lamina 100d has a larger radius of curvature than the lamina 100a, and thus the tensile degree in the longitudinal direction with respect to the lamina 100d is greater than the lamina 100a. .
Therefore, when pressing the center portion of the lamina 100a, the groove is formed in 100d rather than the reinforcement 1x being positioned between the lamina 100a and the lamina 100b, and the reinforcement 1x is placed between the lamina 100c and the lamina 100d. Positioning can improve bending strength and Young's modulus. In other words, it is advantageous to dispose the reinforcing material between the laminas far from the position where the pressing force is applied to the laminated material in terms of improving the bending strength and Young's modulus.

なお、補強材1xをラミナ100aとラミナ100bとの間に位置させるだけでなく、反対方向からの押圧力(図13においては矢印F2で示す)に対する曲げに対する強度も向上させるために、図13に集成材102として示すように、ラミナ100dにも溝100fを設けることで、補強材1xをラミナ100c(第1の木製部材)とラミナ100d(第2の木製部材)との間に位置させてもよい。しかし、補強材1xの本数を増加させるとコスト増大となるため、曲げ方向を考慮して、補強材1xを配置するのが望ましい。図13では、矩形状の溝100fとしたが、円弧状の溝100eとしてもよい。   In order to improve not only the reinforcing material 1x between the lamina 100a and the lamina 100b but also the strength against bending against the pressing force from the opposite direction (indicated by arrow F2 in FIG. 13), FIG. As shown in the laminated material 102, the lamina 100d is also provided with a groove 100f, so that the reinforcing material 1x can be positioned between the lamina 100c (first wooden member) and the lamina 100d (second wooden member). Good. However, increasing the number of reinforcing members 1x increases the cost, so it is desirable to dispose the reinforcing member 1x in consideration of the bending direction. Although the rectangular groove 100f is shown in FIG. 13, it may be an arcuate groove 100e.

(実施の形態5)
次に、図1から図5に示す高強力繊維線材1a〜1gを用いて木製部材を接合した木製品を、図14から図16に基づいて説明する。
図14および図15に示す集成材105は、2本の長尺状の木製部材105a(第1の木製部材),木製部材105b(第2の木製部材)の端面を接着面として、接着面同士を貼り合わせ、一本の棒状部材としたものである。木製部材105aと木製部材105bとには、補強のための補強材1xが2本に跨るように配置されている。
補強材1xは、図1から図5に示す高強力繊維線材1a〜1gのいずれかとすることができる。補強材1xは、木製部材105aと木製部材105bとの軸線に沿って設けられた溝105cに配置されている。溝105cは、底面が円弧面に形成されている。
(Embodiment 5)
Next, the wooden product which joined the wooden member using the high strength fiber wire 1a-1g shown in FIGS. 1-5 is demonstrated based on FIGS.
The laminated material 105 shown in FIG. 14 and FIG. 15 has two long wooden members 105a (first wooden members) and wooden members 105b (second wooden members) as the bonding surfaces. Are bonded to form a single bar-shaped member. On the wooden member 105a and the wooden member 105b, the reinforcing material 1x for reinforcement is arranged so as to straddle two pieces.
The reinforcing material 1x can be any one of the high-strength fiber wires 1a to 1g shown in FIGS. The reinforcing material 1x is disposed in a groove 105c provided along the axis of the wooden member 105a and the wooden member 105b. The bottom surface of the groove 105c is an arc surface.

次に、本発明の実施の形態5に係る木製部材の接合方法について、図16に基づいて説明する。
まず、ステップS50での溝切削工程にて、木製部材105aと木製部材105bとに、それぞれの軸線に沿って直線状の溝105cが連続するように切削する。このとき、溝105cの溝幅が、補強材1xの太さに対して幅広過ぎないように、補強材1xが挿入可能な幅となるようにする。また、溝105cの底面が円弧面となるように切削する。溝105cの底面を円弧面とすることで、補強材1xと底面との隙間がほぼ均等になるため、溝105cの内面と補強材1xの周囲とを均等に接着せることができるので、接着強度を向上させることができる。また、補強材1xと底面との隙間が少なくなるため、無駄となってしまう固定用接着剤を減らすことができる。
Next, a method for joining wooden members according to Embodiment 5 of the present invention will be described with reference to FIG.
First, in the groove cutting process in step S50, the wooden member 105a and the wooden member 105b are cut so that the linear grooves 105c are continuous along the respective axes. At this time, the width of the groove 105c is set such that the reinforcing material 1x can be inserted so as not to be too wide with respect to the thickness of the reinforcing material 1x. Moreover, it cuts so that the bottom face of the groove | channel 105c may become a circular arc surface. By making the bottom surface of the groove 105c a circular arc surface, the gap between the reinforcing material 1x and the bottom surface becomes substantially uniform, so that the inner surface of the groove 105c and the periphery of the reinforcing material 1x can be evenly bonded. Can be improved. Further, since the gap between the reinforcing material 1x and the bottom surface is reduced, the fixing adhesive that is wasted can be reduced.

次に、ステップS60での接合工程にて、木製部材105aと木製部材105bとの溝105cが直線状になるように位置を合わせた状態で、固定用接着剤が塗布された端面(対向面)を接着面として突き合わせ、押圧力を掛けて接合する。
次に、ステップS70での接着剤充填工程にて、溝105cに固定用接着剤を充填する。木製部材105aと木製部材105bとが、ステップS60による接合工程にて端面同士が接着されているので、木製部材105aと木製部材105bとに跨るように形成された溝105cに、一度に固定用接着剤を充填することができる。
この固定用接着剤は、前述のようにレゾルシノール樹脂、フェノールレゾルシノール樹脂、フェノール樹脂、α−オレフィン樹脂、エポキシ樹脂、アクリル樹脂、酢酸ビニル樹脂や水性高分子−イソシアネート系樹脂等の公知の固定用接着剤が使用できる。特に、高強力繊維糸として炭素繊維糸を用いる場合には、木製部材と炭素繊維糸との両方に親和性が高いものが好ましく、レジルシノール樹脂やフェノールレゾルシノール樹脂を好ましく用いることができる。
Next, in the joining step in step S60, the end surface (opposing surface) to which the fixing adhesive is applied in a state in which the positions are adjusted so that the groove 105c between the wooden member 105a and the wooden member 105b is linear. Are bonded together by applying a pressing force.
Next, in the adhesive filling step in step S70, the groove 105c is filled with a fixing adhesive. Since the end surfaces of the wooden member 105a and the wooden member 105b are bonded to each other in the joining process in step S60, the fixing bonding is performed on the groove 105c formed so as to straddle the wooden member 105a and the wooden member 105b at a time. The agent can be filled.
As described above, this fixing adhesive is a known fixing adhesive such as resorcinol resin, phenol resorcinol resin, phenol resin, α-olefin resin, epoxy resin, acrylic resin, vinyl acetate resin or water-based polymer-isocyanate resin. The agent can be used. In particular, when a carbon fiber yarn is used as the high-strength fiber yarn, those having high affinity for both the wooden member and the carbon fiber yarn are preferable, and resilcinol resin or phenol resorcinol resin can be preferably used.

次に、ステップS80での補強材配置工程にて、既に固定用接着剤が充填されている溝105cに補強材1xを配置する。予め固定用接着剤が溝105cに充填されているので、補強材1xが配置できる程度に溝幅が狭くても、補強材1xと溝105cの溝面との間に十分な固定用接着剤を介在させることができ、また補強材1xと溝105cとの間に空気が入り込むことを防止することができる。従って、補強材1xと溝105cとの間の接着力を確保することができる。   Next, in the reinforcing material arranging step in step S80, the reinforcing material 1x is arranged in the groove 105c already filled with the fixing adhesive. Since the fixing adhesive is filled in the groove 105c in advance, a sufficient fixing adhesive is provided between the reinforcing material 1x and the groove surface of the groove 105c even if the groove width is narrow enough to arrange the reinforcing material 1x. In addition, air can be prevented from entering between the reinforcing member 1x and the groove 105c. Therefore, the adhesive force between the reinforcing material 1x and the groove 105c can be ensured.

このように、木製部材10aと木製部材105bとに跨るように形成された溝105cに補強材1xを配置することにより、木製部材105aと木製部材105bとを接着面を間に挟んで補強することができるので、木製部材105aと木製部材105bとの接着面を引き剥がすような曲げに対する強度、特に引張強度を向上させることができる。   In this way, the reinforcing member 1x is disposed in the groove 105c formed so as to straddle the wooden member 10a and the wooden member 105b, thereby reinforcing the wooden member 105a and the wooden member 105b with the bonding surface therebetween. Therefore, it is possible to improve the strength against bending, particularly the tensile strength, which peels off the adhesive surface between the wooden member 105a and the wooden member 105b.

なお、必要に応じて蓋部材(図示せず)により溝105cを覆ってもよい。蓋部材により溝105cを覆い、蓋部材の上から押圧することで、蓋部材が補強材1xおよびと木製部材105a,105bと接着するので、より曲げ強さやヤング係数、引張強度を向上させることができる。   In addition, you may cover the groove | channel 105c with a cover member (not shown) as needed. By covering the groove 105c with the lid member and pressing from above the lid member, the lid member adheres to the reinforcing material 1x and the wooden members 105a and 105b, so that the bending strength, Young's modulus, and tensile strength can be further improved. it can.

なお、図14および図15においては、木製部材105a,105bの上面(一面)側のみに溝105cを設けているが、下面(他面)側にも、木製部材105a,105bに跨る溝を設け、補強材1xを配置するようにしてもよい。   14 and 15, the groove 105c is provided only on the upper surface (one surface) side of the wooden members 105a and 105b, but the groove straddling the wooden members 105a and 105b is also provided on the lower surface (other surface) side. The reinforcing material 1x may be disposed.

また、本実施の形態5では、溝切削工程にて木製部材105a,105bに跨る溝を切削し、接合工程にて木製部材105a,105bを接着していたが、予め木製部材105a,105bを接着した後に、木製部材105a,105bに跨る溝を切削するようにしてもよい。   In the fifth embodiment, the grooves straddling the wooden members 105a and 105b are cut in the groove cutting process, and the wooden members 105a and 105b are bonded in the bonding process. However, the wooden members 105a and 105b are bonded in advance. Then, a groove extending over the wooden members 105a and 105b may be cut.

[梁と柱の接合構造]
(実施の形態6)
次に、図1から図5に示す補強用炭素繊維線材を用いた梁と柱の接合構造を図17に基づいて説明する。図17に示す柱111と、梁112,113との接合部110は、補強材1xにより補強されている。
[Joint structure of beam and column]
(Embodiment 6)
Next, a joint structure between a beam and a column using the reinforcing carbon fiber wire shown in FIGS. 1 to 5 will be described with reference to FIG. The joint portion 110 between the column 111 and the beams 112 and 113 shown in FIG. 17 is reinforced by the reinforcing material 1x.

この補強材1xは、図7に示す集成材100と同様に、図1から図5に示す高強力繊維線材1a〜1gとすることができる。
柱111と、梁112,113とを接合する際には、まず、予め柱111の所定高さに貫通孔111aを穿孔する。また、梁112,113の接合面に、貫通していない所定奥行きの深堀孔112a,113aを穿孔する。
The reinforcing material 1x can be the high-strength fiber wires 1a to 1g shown in FIGS. 1 to 5, similarly to the laminated material 100 shown in FIG.
When joining the column 111 and the beams 112 and 113, first, a through hole 111 a is drilled at a predetermined height of the column 111 in advance. Also, deep holes 112a and 113a having a predetermined depth that do not penetrate are drilled in the joint surfaces of the beams 112 and 113.

次に、貫通孔111aに補強材1xを挿通させて固定用接着剤を充填する。そして、柱111を挟んで両側から梁112,113の深堀孔112a,113aの位置を柱111から突出した補強材1xに合わせて、補強材1xを梁112,113の深堀孔112a,113aに挿入する。梁112,113の深堀孔112a,113aへの固定用接着剤の充填は、補強材1xへの挿入前に予め済ませておいてもよいし、完全に梁112,113を柱111に当接する前でもよい。
また、深堀孔112a,113aに固定用接着剤の注入孔を設けておき、梁112,113を柱111に当接させた後に、固定用接着剤を注入孔より充填してもよい。
Next, the reinforcing material 1x is inserted into the through hole 111a and filled with a fixing adhesive. Then, the reinforcing material 1x is inserted into the deep holes 112a and 113a of the beams 112 and 113 by aligning the positions of the deep holes 112a and 113a of the beams 112 and 113 with the reinforcing material 1x protruding from the pillar 111 from both sides across the pillar 111. To do. The deep adhesive holes 112a and 113a of the beams 112 and 113 may be filled with the fixing adhesive before the insertion into the reinforcing member 1x, or before the beams 112 and 113 are completely brought into contact with the column 111. But you can.
Alternatively, a fixing adhesive injection hole may be provided in the deep holes 112a and 113a, and after the beams 112 and 113 are brought into contact with the pillar 111, the fixing adhesive may be filled from the injection hole.

このように、柱111と梁112,113とを補強材1xを介在させて接合することで接合部110の引張強度(引き抜き抵抗力)を向上させることができる。
なお、図17に示す接合部では、補強材1xを貫通孔111aと深堀孔112a,113aとによる補強材挿入孔に配置しているが、柱111の貫通孔111aを梁112,113の上面および下面に合わせて、梁112,113の上面および下面に形成した溝に配置したり、柱111と梁112,113との両側面に形成した溝に配置したりして、柱111と梁112,113とを接合するようにしてもよい。
Thus, the tensile strength (pull-out resistance) of the joint portion 110 can be improved by joining the column 111 and the beams 112 and 113 with the reinforcing material 1x interposed therebetween.
In the joint shown in FIG. 17, the reinforcing material 1x is disposed in the reinforcing material insertion hole formed by the through hole 111a and the deep hole 112a, 113a, but the through hole 111a of the column 111 is formed on the upper surface of the beams 112, 113 and In accordance with the lower surface, it is arranged in grooves formed on the upper surface and the lower surface of the beams 112, 113, or is arranged in grooves formed on both sides of the column 111 and the beams 112, 113. 113 may be joined.

本発明は、引張強度を向上させたり、曲げ強さやヤング係数を向上させたりすることが要求される木製部材に適用することができる。   INDUSTRIAL APPLICABILITY The present invention can be applied to a wooden member that is required to improve tensile strength or to improve bending strength or Young's modulus.

1a〜1g 高強力繊維線材
1x 補強材
2 芯線
3a,3b,3c 拘束材
4 高強力繊維糸
5 高強力繊維束
7a クリール
7b ダイス
7c 加熱炉
7d 裁断機
100,101,102 集成材
100a〜100d ラミナ
100e,100f 溝
100g 溝形成面
105 集成材
105a,105b 木製部材
105c 溝
110 接合部
111 柱
111a 貫通孔
112,113 梁
112a,113a 深堀孔
1a-1g High-strength fiber wire 1x Reinforcement material 2 Core wire 3a, 3b, 3c Restraint material 4 High-strength fiber yarn 5 High-strength fiber bundle 7a Creel 7b Die 7c Heating furnace 7d Cutting machine 100, 101, 102 Glue 100a-100d Lamina 100e, 100f Groove 100g Groove forming surface 105 Glued material 105a, 105b Wooden member 105c Groove 110 Joint portion 111 Column 111a Through hole 112, 113 Beam 112a, 113a Deep hole

Claims (7)

高強力繊維糸を、繊維方向を合わせ交絡させずに束ねた芯線と、
前記芯線の周囲面を他の木製部材との固定用接着剤による接着面として露出させた状態で、前記芯線の周囲を巻き回して結束する拘束材とを備えたことを特徴とする木製部材補強用の高強力繊維線材。
A core wire that bundles high-strength fiber yarns without aligning the fiber direction,
A wooden member reinforcement comprising: a constraining material that winds and binds around the core wire in a state where the peripheral surface of the core wire is exposed as an adhesive surface with an adhesive for fixing to another wooden member High-strength fiber wire for use.
前記拘束材は、前記高強力繊維糸以外の繊維であって、前記高強力繊維糸より耐剪断性の高い繊維により形成されている請求項1記載の木製部材補強用の高強力繊維線材。   The high-strength fiber wire for reinforcing a wooden member according to claim 1, wherein the constraining material is a fiber other than the high-strength fiber yarn, and is formed of fibers having higher shear resistance than the high-strength fiber yarn. 前記拘束材は、前記芯線を中心として、組紐状または編紐状に編まれたものである請求項1または2記載の木製部材補強用の高強力繊維線材。   The high-strength fiber wire for reinforcing a wooden member according to claim 1 or 2, wherein the constraining material is knitted in a braided shape or a braided cord shape with the core wire as a center. 前記拘束材および前記芯線は、その周囲面が固化剤により硬化している請求項1から3記載の木製部材補強用の高強力繊維線材。   4. The high-strength fiber wire for reinforcing a wooden member according to claim 1, wherein peripheral surfaces of the constraining material and the core wire are cured by a solidifying agent. 高強力繊維糸を、繊維方向を合わせ交絡させずに束ねた芯線の周囲面に、固化剤を含浸させて硬化させることで、前記高強力繊維糸を結束させ、前記芯線の周囲面を他の木製部材との固定用接着剤による接着面としたことを特徴とする木製部材補強用の高強力繊維線材。   The high-strength fiber yarn is bound and hardened by impregnating a solidifying agent into the peripheral surface of the core wire bundled without aligning the fiber direction, and the high-strength fiber yarn is bound to the other peripheral surface. A high-strength fiber wire for reinforcing a wooden member, characterized by having an adhesive surface for fixing to the wooden member. 前記請求項1から5のいずれかの項に記載の木製部材補強用の高強力繊維線材を補強材として、固定用接着剤と共に、第1の木製部材と第2の木製部材との間に介在させて、前記第1の木製部材と第2の木製部材とが接合されていることを特徴とする木製部材補強用の高強力繊維線材を用いた木製部材の接合構造。   The high-strength fiber wire for reinforcing a wooden member according to any one of claims 1 to 5 is used as a reinforcing material, and is interposed between the first wooden member and the second wooden member together with a fixing adhesive. Then, the first wooden member and the second wooden member are bonded to each other, and the wooden member bonding structure using the high-strength fiber wire for reinforcing the wooden member. 前記固定用接着剤は、レゾルシノール樹脂、フェノールレゾルシノール樹脂、フェノール樹脂、α−オレフィン樹脂、エポキシ樹脂、アクリル樹脂、酢酸ビニル樹脂、水性高分子−イソシアネート系樹脂のいずかれを主成分としたものである請求項6記載の木製部材補強用の高強力繊維線材を用いた木製部材の接合構造。   The fixing adhesive is mainly composed of resorcinol resin, phenol resorcinol resin, phenol resin, α-olefin resin, epoxy resin, acrylic resin, vinyl acetate resin, and aqueous polymer-isocyanate resin. A joining structure of wooden members using the high-strength fiber wire for reinforcing wooden members according to claim 6.
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