JP2009166408A - Structural member - Google Patents

Structural member Download PDF

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JP2009166408A
JP2009166408A JP2008008796A JP2008008796A JP2009166408A JP 2009166408 A JP2009166408 A JP 2009166408A JP 2008008796 A JP2008008796 A JP 2008008796A JP 2008008796 A JP2008008796 A JP 2008008796A JP 2009166408 A JP2009166408 A JP 2009166408A
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structural member
main
reinforcing
adhesive
structural
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Atsushi Kataoka
篤史 片岡
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Toray Industries Inc
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Toray Industries Inc
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  • Panels For Use In Building Construction (AREA)
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  • Body Structure For Vehicles (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a structural member having a FRP-made reinforcing member, and reduced in cost, by preventing the strength reduction of an adhesive member, narrowing the strength variance of the FRP-made reinforcing member, and also reducing working man-hours. <P>SOLUTION: The structural member is characterized in that a reinforcing fiber-containing fiber-reinforced resin-made reinforcing member is fitted to a main structural material. The reinforcing member has a convex main reinforcing part and an adhesive part at the least and a raised adhesive surface-modified part is formed as a portion of the adhesive part. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、補強部材と主構造材より構成される構造用部材に関し、特にFRP(繊維強化樹脂)製補強部材における主構造材との接着面の形状に関する。   The present invention relates to a structural member composed of a reinforcing member and a main structural material, and more particularly to the shape of an adhesive surface with a main structural material in a FRP (fiber reinforced resin) reinforcing member.

近年、自動車や鉄道などの構造体の軽量化を目的に、FRP、特に強度や剛性向上の面からCFRP(炭素繊維強化樹脂)製の構造用部材の開発が進められている。これらの部材は、軽量で高剛性、高強度の構造とするため、例えば特許文献1に示すように、主構造材にリブやスティフナといった補強部材を適宜取り付け、中空構造や多層構造、サンドイッチ構造の形態で使用されている。   In recent years, structural members made of CFRP (carbon fiber reinforced resin) have been developed for the purpose of reducing the weight of structural bodies such as automobiles and railways, particularly in terms of improving strength and rigidity. In order to make these members lightweight, high-rigidity, and high-strength structures, for example, as shown in Patent Document 1, reinforcing members such as ribs and stiffeners are appropriately attached to the main structural material, so that a hollow structure, a multilayer structure, or a sandwich structure is used. Used in form.

金属部材においては、特許文献2に示すように、加工のしやすさからリベット接合や溶接が用いられることが多い。しかしFRPは金属と異なり、材料上の特性から溶接接合を行うことができない。またFRPにリベット接合を適用する場合、穴加工時に発生する繊維層の断裂を起点とする部材の強度低下が問題となる。そこでFRP製補強部材の接合方法としては、接着剤を用いて両部材を接着する方法が主流である。   In the metal member, as shown in Patent Document 2, rivet joining or welding is often used for ease of processing. However, unlike metal, FRP cannot be welded due to the characteristics of the material. In addition, when rivet bonding is applied to the FRP, there is a problem that the strength of the member is reduced starting from the tearing of the fiber layer that occurs during drilling. Therefore, as a method of joining the FRP reinforcing members, a method of bonding both members using an adhesive is the mainstream.

接着剤による接合方法では、接着剤の厚みの不均一やはみ出し、接着面の凹凸や溶剤付着などにより、接着強度や破壊位置にばらつきが生じやすい。   In the bonding method using the adhesive, the adhesive strength and the fracture position are likely to vary due to uneven thickness of the adhesive or protrusion, unevenness of the adhesive surface, solvent adhesion, and the like.

そこで接着剤による接合方法においては、部材の破壊モードをコントロールするため、図8に示すように、補強部材に切欠き部を設けることが一般的に行われてきた。すなわち、切欠き部における強度を周囲の接着部の強度より相対的に低くし、切欠き部で破壊するように設計した。   Therefore, in the joining method using an adhesive, in order to control the failure mode of the member, as shown in FIG. 8, it has been generally performed to provide a cutout portion in the reinforcing member. In other words, the strength at the notch was set to be relatively lower than the strength of the surrounding adhesive part, and it was designed to break at the notch.

しかしFRP製補強部材に切欠きを設けるには、成形前に基材に加工するか、成形後に成形品に切欠き加工を施す必要があり、切欠きを設けるための工数が余分に発生する。また切欠きを設けた場合、切欠き部で繊維が分断されるため、金属と異なり切欠き部における部材の強度が不均一となる。さらに補強部材は切欠き部に応力が集中し、切欠き部から破壊する構造であるため、補強部材としての強度のばらつきが大きくなるという問題があった。
特開2003−291219号公報 特開平5−4579号公報
However, in order to provide a notch in the FRP reinforcing member, it is necessary to process the base material before molding, or to perform notch processing on the molded product after molding, and extra man-hours for providing the notch are generated. Further, when the notch is provided, the fiber is divided at the notch, so that the strength of the member at the notch is not uniform unlike the metal. Further, since the reinforcing member has a structure in which stress concentrates in the notch and breaks from the notch, there is a problem that the strength variation as the reinforcing member increases.
JP 2003-291219 A JP-A-5-4579

本発明は上記のような実情に鑑み、FRP製補強部材を有する構造用部材において、切欠き部における破壊によって生じる強度のばらつきを低減し、破壊モードのコントロールが可能な構造用部材を提供することにある。   In view of the above circumstances, the present invention provides a structural member capable of controlling a fracture mode by reducing variation in strength caused by fracture at a notch in a structural member having an FRP reinforcing member. It is in.

上記課題を解決するために本発明によれば、強化繊維を含んだ繊維強化樹脂製の補強部材が主構造材に取り付けられた構造用部材であって、前記補強部材は凸状の主補強部および接着部を少なくとも備え、前記接着部の一部に凸状の接着面加工部が形成されていることを特徴とする構造用部材が提供される。   In order to solve the above problems, according to the present invention, a reinforcing member made of a fiber reinforced resin containing reinforcing fibers is a structural member attached to a main structural material, and the reinforcing member is a convex main reinforcing portion. A structural member is provided that includes at least an adhesive portion, and a convex bonded surface processed portion is formed on a part of the adhesive portion.

また、本発明の好ましい形態によれば、前記接着面加工部の頂部から主構造材までの最長距離Dが、前記主補強部の頂部から主構造材までの最長距離Hに対して30〜80%の範囲であることを特徴とする構造用部材が提供される。   Moreover, according to the preferable form of this invention, the longest distance D from the top part of the said adhesion surface process part to the main structure material is 30-80 with respect to the longest distance H from the top part of the said main reinforcement part to the main structure material. %, The structural member is provided.

また、本発明の好ましい形態によれば、前記接着面加工部として形成された凸状突起の両端間の最大幅Lが、前記主補強部の頂部から主構造材までの最長距離Dに対して80〜150%の範囲であることを特徴とする構造用部材が提供される。   Moreover, according to the preferable form of this invention, the maximum width L between the both ends of the convex processus | protrusion formed as the said adhesion surface process part is with respect to the longest distance D from the top part of the said main reinforcement part to the main structure material. A structural member is provided that is in the range of 80-150%.

また、本発明の好ましい形態によれば、前記主補強部の頂部から主構造材までの最長距離Dが5mm以上であることを特徴とする構造用部材が提供される。   Moreover, according to the preferable form of this invention, the longest distance D from the top part of the said main reinforcement part to a main structure material is 5 mm or more, The structural member characterized by the above-mentioned is provided.

また、本発明の好ましい形態によれば、前記主構造材が繊維強化樹脂からなることを特徴とする構造用部材が提供される。   Moreover, according to the preferable form of this invention, the said structural member consists of fiber reinforced resin, The structural member characterized by the above-mentioned is provided.

また、本発明の好ましい形態によれば、前記補強部材に少なくとも一層の炭素繊維強化樹脂製クロス材が含まれていることを特徴とする構造用部材が提供される。   According to a preferred embodiment of the present invention, there is provided a structural member characterized in that at least one carbon fiber reinforced resin cloth material is included in the reinforcing member.

また、本発明の好ましい形態によれば、前記構造用部材が自動車用構造部材であることを特徴とする構造用部材が提供される。   Moreover, according to the preferable form of this invention, the said structural member is a structural member for motor vehicles, The structural member characterized by the above-mentioned is provided.

また、本発明の好ましい形態によれば、前記自動車用構造部材の使用用途が自動車用フード、フロアパネル、トランクリッド、ルーフ、ドアパネルのいずれかであることを特徴とする構造用部材が提供される。   Further, according to a preferred embodiment of the present invention, there is provided a structural member characterized in that a use application of the automotive structural member is any one of an automotive hood, a floor panel, a trunk lid, a roof, and a door panel. .

また、本発明の好ましい形態によれば、前記構造用部材が鉄道車両用部材もしくは船舶構造用部材であることを特徴とする構造用部材が提供される。   Moreover, according to the preferable form of this invention, the said structural member is a member for rail vehicles or a member for ship structures, The structural member characterized by the above-mentioned is provided.

以下に用語を定義する。   The terms are defined below.

本発明において、「主構造材」とは、接着剤により補強材を接合する構造全体における母材をいう。主構造材の接着面形状は平面である必要は無く、曲面を形成していたり、表面に微小な穴や貫通穴があったりしても良い。   In the present invention, the “main structural material” refers to a base material in the entire structure in which a reinforcing material is joined by an adhesive. The bonding surface shape of the main structural material does not need to be a flat surface, and a curved surface may be formed or a minute hole or a through hole may be formed on the surface.

本発明において、「補強部材」とは、接着剤により主構造材に接合される各種部材をいう。主構造材の剛性および強度を向上させる目的で用いられることが多く、大きさに制約は無く、また一つの主構造材に対して複数の補強部材が接合されることもある。軽量化の観点から、主構造材に接合した状態で中空となるモノコック構造であることが多い。   In the present invention, the “reinforcing member” refers to various members that are joined to the main structural material by an adhesive. Often used for the purpose of improving the rigidity and strength of the main structural material, the size is not limited, and a plurality of reinforcing members may be joined to one main structural material. From the viewpoint of weight reduction, it is often a monocoque structure that is hollow when joined to the main structural material.

本発明において、「接着部」とは、補強部材を主構造材に接合する際に、接着剤を介して両者が接合している領域を示す。いずれかの部材の一部分または全面に接着剤が塗布されていても、両部材が接触していない限り接合しておらず、このような領域は接着部ではない。   In the present invention, the “bonding portion” refers to a region where both are bonded via an adhesive when the reinforcing member is bonded to the main structural material. Even if an adhesive is applied to a part or the entire surface of any member, they are not joined unless both members are in contact, and such a region is not an adhesive portion.

接着部は図2に示すように矩形であることが多いが、補強部材の形状によってはその限りではなく、最大幅を接着部幅、最大長さを接着部長さと称する。   The adhesive part is often rectangular as shown in FIG. 2, but depending on the shape of the reinforcing member, the maximum width is referred to as the adhesive part width and the maximum length is referred to as the adhesive part length.

本発明において、「接着面加工部」とは、接着部の一部を凸形状に成形することで主構造材との距離を保ち、主構造材と接着しないようにした部位を示す。接着面加工部は、従来切欠き部を設けた部位に切欠きを設けることなく凸形状を成形して設けられる。   In the present invention, the “bonded surface processed portion” refers to a portion where a part of the bonded portion is formed into a convex shape so as to maintain a distance from the main structural material and not to be bonded to the main structural material. The bonding surface processed portion is provided by forming a convex shape without providing a notch in a portion where a conventional notch portion is provided.

ここで、「接着面加工部高さD」とは、凸形状に成形した部位の頂部から主構造材までの最長距離に相当する長さを指す。   Here, the “adhesive surface processed part height D” refers to a length corresponding to the longest distance from the top of the part formed into a convex shape to the main structural member.

またここで、「接着面加工部長さL」とは、凸状の接着面加工部として形成された凸状突起の両端間の最大幅に相当する長さを指す。接着面加工部を有する断面は接着部を含む断面に比べ強度が低くなり、この位置より破壊に至る。   Here, the “adhesive surface processed part length L” refers to a length corresponding to the maximum width between both ends of the convex protrusion formed as the convex adhesive surface processed part. The cross section having the bonded surface processed portion has lower strength than the cross section including the bonded portion, and breaks from this position.

本発明において、「主補強部」とは、補強部材の主目的である剛性および強度を向上するための部位であり、補強部材から接着部、及び接着面加工部を除いた部位を示す。   In the present invention, the “main reinforcing portion” is a portion for improving the rigidity and strength, which are the main purposes of the reinforcing member, and indicates a portion obtained by removing the bonding portion and the bonding surface processed portion from the reinforcing member.

ここで、「主補強部高さH」とは、前記凸状の主補強部の頂部から主構造材までの最長距離に相当する長さを指す。   Here, the “main reinforcing portion height H” refers to a length corresponding to the longest distance from the top of the convex main reinforcing portion to the main structural member.

本発明において、「接着剤」とは、接合部をともに形成する主構造材とは別の材料で構成される物質であり、リベット接合や溶接接合とは異なり、主構造材との接合の時には、主構造材よりも低いヤング率をもった非定形の物体として主構造材表面に沿って密着し、ついで加熱や乾燥でもって硬化することにより主構造材と補強部材を接合するための材料などをいう。典型的には硬化前においては液体やジェル状の物体である。接着剤は結合力を向上させる観点から、主構造材に前処理を行っても良いし、複数の成分から構成しても良い。また、液体だけではなく、固体や粉体でも良い。さらに接着剤は、主構造材ではなく補強部材に塗布しても、また双方に塗布しても良い。   In the present invention, the “adhesive” is a substance composed of a material different from the main structural material that forms the joint together. Unlike rivet bonding or welded bonding, A material that adheres along the surface of the main structural material as an amorphous object with a Young's modulus lower than that of the main structural material, and then bonds the main structural material and the reinforcing member by curing by heating or drying. Say. Typically, it is a liquid or gel-like object before curing. From the viewpoint of improving the bonding strength, the adhesive may be pretreated on the main structural material or may be composed of a plurality of components. Moreover, not only liquid but solid and powder may be sufficient. Further, the adhesive may be applied to the reinforcing member instead of the main structural material, or may be applied to both.

本発明において、「FRP」とは、強化繊維により強化された樹脂を指し、強化繊維としては、炭素繊維の他、例えば、ガラス繊維等の無機繊維や、ケブラー繊維、ポリエチレン繊維、ポリアミド繊維、ボロン繊維、ポリパラフェニレンベンゾビスオキサゾール(PBO)繊維などの有機繊維からなる強化繊維を使用することも可能である。構造用部材の剛性や強度等の制御の容易性の面からは、特に炭素繊維が好ましい。FRPのマトリックス樹脂としては、例えば、エポキシ樹脂、不飽和ポリエステル樹脂、ビニルエステル樹脂、フェノール樹脂、ジシクロペンタジエン樹脂、ポリウレタン樹脂等の熱硬化性樹脂が挙げられ、さらには、ポリアミド樹脂、ポリオレフィン樹脂、ポリプロピレン樹脂等の熱可塑性樹脂も使用可能である。   In the present invention, “FRP” refers to a resin reinforced with reinforcing fibers, and examples of reinforcing fibers include carbon fibers, inorganic fibers such as glass fibers, Kevlar fibers, polyethylene fibers, polyamide fibers, and boron. It is also possible to use reinforcing fibers made of organic fibers such as fibers and polyparaphenylene benzobisoxazole (PBO) fibers. Carbon fiber is particularly preferable from the viewpoint of easy control of rigidity and strength of the structural member. Examples of the matrix resin of FRP include thermosetting resins such as epoxy resins, unsaturated polyester resins, vinyl ester resins, phenol resins, dicyclopentadiene resins, polyurethane resins, and further, polyamide resins, polyolefin resins, Thermoplastic resins such as polypropylene resin can also be used.

本発明において、「コア材」とは、構造としての軽量化や断面形状を得るために、特に表層材料間に挿入される材料の総称であり、弾性体や発泡材、ハニカム材が主に使用される。軽量化のためにはとくに発泡材が好ましい。発泡材の材質としては特に限定されず、例えば、ポリウレタンやアクリル、ポリスチレン、ポリイミド、塩化ビニル、フェノールなどの高分子材料のフォーム材などを使用できる。ハニカム材としては特に限定されず、例えばアルミニウム合金、紙、アラミドペーパー等を使用することができる。   In the present invention, the “core material” is a general term for materials inserted particularly between surface layer materials in order to obtain a light weight as a structure and a cross-sectional shape, and an elastic body, a foam material, and a honeycomb material are mainly used. Is done. A foam material is particularly preferable for weight reduction. The material of the foam material is not particularly limited, and for example, a foam material of a polymer material such as polyurethane, acrylic, polystyrene, polyimide, vinyl chloride, or phenol can be used. The honeycomb material is not particularly limited, and for example, aluminum alloy, paper, aramid paper or the like can be used.

このように、本発明に係るFRP製構造部材によれば、切欠き部での破壊で生じる強度のばらつきを低減し、部材の破壊モードをコントロールすることが可能である。   As described above, according to the FRP structural member of the present invention, it is possible to reduce the variation in strength caused by the fracture at the notch and to control the fracture mode of the member.

以下に、本発明の望ましい実施の形態について、図面を参照しながら説明する。   Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の一実施態様における補強部材1を主構造材2へ貼り付ける状態を示している。   FIG. 1 shows a state in which the reinforcing member 1 in one embodiment of the present invention is attached to the main structural member 2.

補強部材1は、中央に凸形状の隆起である主補強部14を有し、その両側に主構造材2への接着面を有する凸型構造体である。また接着面は、両側の接着面の中央付近に、同じく凸形状に加工された2箇所の接着面加工部11を有しており、その両側の計4箇所が実際に主構造材へ接着される接着部12となる。接着面加工部11の加工は、主補強部14の凸形状加工と同時に実施すればよく、切欠き部13を設ける場合のように、成形前に基材に加工したり、成形後に成形品に切欠き加工を施す必要はなく、工数を低減できる。   The reinforcing member 1 is a convex structure having a main reinforcing portion 14 that is a convex bulge in the center and adhesive surfaces to the main structural member 2 on both sides thereof. Also, the adhesive surface has two adhesive surface processed portions 11 processed into a convex shape near the center of the adhesive surfaces on both sides, and a total of four locations on both sides are actually bonded to the main structural material. The bonding portion 12 becomes. The processing of the bonding surface processed portion 11 may be performed simultaneously with the convex shape processing of the main reinforcing portion 14, and as in the case where the notch portion 13 is provided, it is processed into a base material before molding, or is formed into a molded product after molding. There is no need for notching, and man-hours can be reduced.

図2は、図1で示した補強部材1を主構造材2の上に接着した接合部材99を示している。   FIG. 2 shows a joining member 99 in which the reinforcing member 1 shown in FIG. 1 is bonded onto the main structural member 2.

補強部材1の接着部12は、接着剤4により主構造材2と接着剤4で接着されている。ここで、補強部材1の接着面加工部11は、接着部12の面に対して主補強部14の隆起と同じ方向に凸形状を備えているため、主構造材2と接触せず、接着面を形成しない。このような形状を持たせることで、接着面加工部11付近における補強部材1の剛性は、主構造材2と接着している他部位に比べて低下させることができ、接合部材99は接着面加工部11を起点にして破壊する。   The bonding portion 12 of the reinforcing member 1 is bonded to the main structural member 2 with the adhesive 4 by the adhesive 4. Here, since the bonding surface processed portion 11 of the reinforcing member 1 has a convex shape in the same direction as the bulge of the main reinforcing portion 14 with respect to the surface of the bonding portion 12, it does not contact the main structural member 2 and is bonded. Does not form a surface. By giving such a shape, the rigidity of the reinforcing member 1 in the vicinity of the bonding surface processed portion 11 can be reduced as compared with other portions bonded to the main structural member 2, and the bonding member 99 is bonded to the bonding surface. The processing part 11 is used as a starting point for destruction.

また一般的に接着剤4は接着する部位にのみ塗布しているが、本発明によれば、接着させたくない接着面加工部11は主構造材2との距離が十分に確保されているため、主構造材2の面に接着剤4が余分に塗布されていても、接着部12が形成されることは無い。例えば本例では、主構造材2の表面には、接着部12と主構造材2が接触する部位だけではなく、接着面加工部11の位置にも接着剤4が塗布されているが、接着面加工部11は凸形状に加工されているため、主構造材2との間に接着部12を形成しない。   In general, the adhesive 4 is applied only to the part to be bonded. However, according to the present invention, the bonding surface processed portion 11 that is not desired to be bonded has a sufficient distance from the main structural material 2. Even if the adhesive 4 is excessively applied to the surface of the main structural member 2, the bonding portion 12 is not formed. For example, in this example, the adhesive 4 is applied to the surface of the main structural member 2 not only at the portion where the bonding portion 12 and the main structural member 2 are in contact, but also at the position of the bonding surface processing portion 11. Since the surface processed portion 11 is processed into a convex shape, the bonding portion 12 is not formed between the surface processed portion 11 and the main structural member 2.

図3は、図2のA−A’部における断面を拡大表示したものである。接合部材99は接着面加工部11において接着面加工部高さD25、接着面加工部長さL21の空間を形成している。   FIG. 3 is an enlarged view of a cross section taken along line A-A ′ of FIG. 2. The bonding member 99 forms a space having an adhesive surface processed part height D25 and an adhesive surface processed part length L21 in the adhesive surface processed part 11.

接着面加工部高さD25は、たとえ接着剤4が多く塗られている場合においても、接着面加工部11において接着補強部材1が主構造材2に接触しないように設定する必要がある。すなわち、一般的な構造用部材における接着剤厚みは約0.5〜1.0mmであり、また補強部材1の厚みは繊維強化樹脂性であれば1mm以上であることから、接触しないような間隙を確保するには接着面加工部高さD25は少なくとも2mm以上必要であり、より好ましくは5mm以上とするのが望ましい。   The adhesive surface processed portion height D25 needs to be set so that the adhesive reinforcing member 1 does not contact the main structural member 2 in the adhesive surface processed portion 11 even when a large amount of the adhesive 4 is applied. That is, the thickness of the adhesive in a general structural member is about 0.5 to 1.0 mm, and the thickness of the reinforcing member 1 is 1 mm or more if it is fiber-reinforced resin. In order to ensure this, the bonding surface processed portion height D25 is required to be at least 2 mm, more preferably 5 mm or more.

また接着面加工部長さL21は、接着面加工部高さD25に対して短すぎると、接着面加工部11における剛性が十分に低下しない。このため、接着面加工部長さL21は、接着面加工部高さD25に対して80%以上とするのが好ましい。また逆に、接着面加工部長さL21が接着面加工部高さD25に対して長すぎると、接着面加工部11の内部でさらに局所的な破壊が生じてしまい、著しい強度低下が発生する恐れがある。そのため、接着面加工部長さL21は、接着面加工部高さD25に対して150%以下とするのが好ましい。すなわち、接着面加工部長さL21は、接着面加工部高さD25に対して80%〜150%の範囲内とするのが好ましい。   On the other hand, if the bonded surface processed part length L21 is too short with respect to the bonded surface processed part height D25, the rigidity of the bonded surface processed part 11 is not sufficiently lowered. For this reason, it is preferable that the bonded surface processed part length L21 is 80% or more with respect to the bonded surface processed part height D25. On the other hand, if the bonded surface processed part length L21 is too long with respect to the bonded surface processed part height D25, further local breakage may occur inside the bonded surface processed part 11 and a significant decrease in strength may occur. There is. Therefore, it is preferable that the bonded surface processed part length L21 is 150% or less with respect to the bonded surface processed part height D25. That is, the bonded surface processed part length L21 is preferably in the range of 80% to 150% with respect to the bonded surface processed part height D25.

図4は、補強部材1の長手方向に対する垂直断面を図示したものであり、(a)は図2のB−B’部における断面を拡大表示したもの、(b)は図2のC−C’部における断面を拡大表示したものである。接着面加工部高さD25が主補強部高さH26に対して小さいと、接着面加工部11における相対的な剛性低下量は小さくなる。接着面加工部11における剛性を相対的に低下させ、この部位から破壊させるには、接着面加工部高さD25は、前記主補強部高さH26に対して30%以上に設定することが好ましい。また逆に、接着面加工部高さD25が主補強部高さH26に近づくと、補強部材1の接着面加工部11断面での剛性が低下しすぎてしまい、構造体として成立しなくなる恐れがある。このため、接着面加工部高さD25は、前記主補強部高さH26に対して80%以下に設定することが好ましい。すなわち、接着面加工部高さD25は、前記主補強部高さH26に対して30〜80%の範囲内に設定するのが好ましい。   4 illustrates a vertical cross section of the reinforcing member 1 with respect to the longitudinal direction. FIG. 4A is an enlarged view of the cross section taken along the line BB ′ of FIG. 2, and FIG. This is an enlarged view of the cross section at the section. When the bonding surface processed portion height D25 is smaller than the main reinforcing portion height H26, the relative rigidity reduction amount in the bonding surface processed portion 11 is decreased. In order to relatively reduce the rigidity in the bonded surface processed portion 11 and to break it from this portion, the bonded surface processed portion height D25 is preferably set to 30% or more with respect to the main reinforcing portion height H26. . On the other hand, when the bonding surface processed portion height D25 approaches the main reinforcing portion height H26, the rigidity of the reinforcing member 1 in the cross section of the bonding surface processed portion 11 is too low, and there is a possibility that the structure cannot be formed. is there. For this reason, it is preferable to set the bonded surface processed portion height D25 to 80% or less with respect to the main reinforcing portion height H26. That is, it is preferable to set the bonded surface processed part height D25 within a range of 30 to 80% with respect to the main reinforcing part height H26.

図5は、補強部材1と主構造材2の間に内配線3を有する場合の模式図である。従来から、接合部材99内部の空間を利用して、駆動部品などを配置して使用したり、切欠き部13より電気配線を敷設したりしているが、このように接着面加工部11を設けることでも、同様の使用が可能である。   FIG. 5 is a schematic view when the internal wiring 3 is provided between the reinforcing member 1 and the main structural member 2. Conventionally, drive parts and the like are arranged and used by utilizing the space inside the joining member 99, or electrical wiring is laid from the notch portion 13. The same use is possible also by providing.

図6(a)〜(d)は、図2に示すA−A’断面における接着面加工部11の断面形状例を示す。接着面加工部11の形状は、例えばCFRPクロス材を使用する場合、小さい曲率を有するような凸凹形状には成形しにくいため、(a)や(c)より(b)や(d)の形状がより望ましいが、特に断面形状に制約は無い。いずれの場合においても、接着部12の接着強度よりも接着面加工部11の破壊強度が低くなるように接着面加工部の形状を設計すればよい。   6A to 6D show examples of the cross-sectional shape of the bonding surface processed portion 11 in the A-A ′ cross section shown in FIG. 2. For example, when a CFRP cloth material is used, the shape of the bonding surface processed portion 11 is difficult to be formed into a concave / convex shape having a small curvature. Therefore, the shape of (b) or (d) from (a) or (c). However, there is no particular restriction on the cross-sectional shape. In any case, the shape of the bonded surface processed portion may be designed so that the fracture strength of the bonded surface processed portion 11 is lower than the bonded strength of the bonded portion 12.

補強部材1の主補強部14における断面構造は、本例で示したような台形構造である必要は無く、円弧型や2山形、カギ型などの構造であっても良い。また図7に補強部材1の積層構造の一例を示す。本例ではアルミの表面にガラス繊維クロス、炭素繊維一方向材、炭素繊維クロスを有した積層構造である。補強部材1は、軽量化のため、少なくとも1種類の強化繊維を含んだ繊維強化樹脂製の補強部材が望ましく、より好ましくは、一層の炭素繊維強化樹脂製クロス材を表面に有していることが部材表面の平滑性向上の点から望ましい。   The cross-sectional structure of the main reinforcing portion 14 of the reinforcing member 1 does not need to be a trapezoidal structure as shown in this example, and may be a circular arc shape, a double mountain shape, a key shape, or the like. FIG. 7 shows an example of a laminated structure of the reinforcing member 1. In this example, the laminated structure has glass fiber cloth, carbon fiber unidirectional material, and carbon fiber cloth on the surface of aluminum. The reinforcing member 1 is preferably a fiber reinforced resin reinforcing member including at least one type of reinforcing fiber for weight reduction, and more preferably has a single layer of carbon fiber reinforced resin cloth material on the surface. Is desirable from the viewpoint of improving the smoothness of the member surface.

図8は、主構造材2へ切欠き補強部材5を取付けた従来技術の略図である。切欠き補強部材5に切欠き部13を設けることによって切欠き部13近傍の剛性が低下し、構造体が破壊するように設計されている。しかし切欠きにより強化繊維が分断されるため、切欠き部における部材の強度が不均一になる。さらに切欠き部に応力が集中する構造から、構造部材の強度ばらつきが大きくなる原因となる。   FIG. 8 is a schematic diagram of the prior art in which the cutout reinforcing member 5 is attached to the main structural member 2. By providing the notch portion 13 in the notch reinforcing member 5, the rigidity in the vicinity of the notch portion 13 is lowered, and the structure is designed to be destroyed. However, since the reinforcing fiber is divided by the notch, the strength of the member at the notch becomes uneven. Furthermore, the structure in which stress is concentrated at the notch portion causes a variation in strength of the structural member.

本発明を用いて構成した補強部材1は、従来構造に比べて破壊位置を想定した位置、すなわち、接着面加工部11を設けた位置に誘導することができ、従来技術に比べて強度ばらつきを小さくできる特徴を備えている。そのため構造用部材としては自動車用部材や車両用部材、船舶用部材などに幅広く用いることが可能であり、特に自動車用部材としては、荷重に対して特定箇所が折れ曲がるように設計する必要がある自動車用フードやフロアパネル、トランクリッドやルーフ、ドアパネル構造などに用いることが好ましい。   The reinforcing member 1 configured by using the present invention can be guided to a position where a fracture position is assumed compared to the conventional structure, that is, a position where the bonding surface processed portion 11 is provided, and the strength variation compared to the conventional technique. Features that can be reduced. Therefore, structural members can be widely used for automobile members, vehicle members, marine members and the like, and in particular, automobile members need to be designed so that a specific portion is bent with respect to the load. It is preferably used for hoods, floor panels, trunk lids, roofs, door panel structures, and the like.

補強部材1を構成するFRP材料としては、少なくとも1枚のCFRPクロスを補強部材1の積層材料に有していることが望ましい。すなわち補強部材は、部材の長手方向に荷重が加わり、接着面加工部11付近で破壊することが想定される。そのとき、CFRPクロス材を積層に有していれば、破損材料を過度に飛散させることなく、安定的に破壊させることができる。また主構造材2を構成する材料としては、金属材料でも良いが、FRP材料である方が補強部材1との接着強度が確保しやすく好ましい。   As the FRP material constituting the reinforcing member 1, it is desirable to have at least one CFRP cloth in the laminated material of the reinforcing member 1. That is, it is assumed that the reinforcing member is broken in the vicinity of the bonding surface processed portion 11 by applying a load in the longitudinal direction of the member. At that time, if the CFRP cloth material is included in the laminate, the damaged material can be stably destroyed without being scattered excessively. Further, the material constituting the main structural member 2 may be a metal material, but the FRP material is preferable because the adhesive strength with the reinforcing member 1 is easily secured.

さらに図示は省略するが、本発明の適用対象となるFRP製構造用部材の補強部材1及び主構造材2の構造としては、FRP製の単板構造のものは勿論のこと、例えば、比重の小さいコア材を有し、その片面にFRP板を配置した部材構成、あるいはその両面側にFRP板を配置した部材構成(いわゆるサンドイッチ構成)とすることも可能である。このような構成においては、これらFRP板に対して、前述したような本発明における接着取付け構造を適用すればよい。   Further, although not shown in the drawings, the structure of the reinforcing member 1 and the main structural member 2 of the FRP structural member to which the present invention is applied is not limited to the FRP single plate structure, for example, specific gravity It is also possible to adopt a member configuration in which a small core material is provided and an FRP plate is disposed on one side thereof, or a member configuration (so-called sandwich configuration) in which an FRP plate is disposed on both sides thereof. In such a configuration, the adhesive attachment structure in the present invention as described above may be applied to these FRP plates.

本発明に係る構造用部材の構造は、自動車用部材、車両用部材、船舶用部材に関わらず、FRPを有する補強部材が取り付けられるあらゆる構造用部材に適用可能である。   The structure of the structural member according to the present invention can be applied to any structural member to which a reinforcing member having FRP is attached regardless of a member for an automobile, a member for a vehicle, or a member for a ship.

本発明の一実施態様にかかるFRP製補強部材の主構造材への取付け方法を示す前記略図である。It is the said schematic which shows the attachment method to the main structural material of the FRP reinforcement member concerning one embodiment of this invention. 本発明の一実施態様にかかるFRP製補強部材を主構造材の上に接着した接合部材99を示す前記略図である。It is the said schematic which shows the joining member 99 which adhere | attached the reinforcement member made from FRP concerning one embodiment of this invention on the main structural material. 図2の前記略図のA−A′断面における前記略断面図である。FIG. 3 is a schematic cross-sectional view taken along a line AA ′ in the schematic view of FIG. 2. 図2の前記略図のB−B′断面、およびC−C′断面における前記略断面図である。It is the said BB 'cross section of the said schematic drawing of FIG. 2, and the said schematic sectional drawing in CC' cross section. 本発明の一実施態様にかかる内配線の模式図である。It is a schematic diagram of the internal wiring concerning one embodiment of this invention. 図2の前記略図における補強部材1のA−A′断面における断面の設計例である。FIG. 3 is a design example of a cross section taken along the line AA ′ of the reinforcing member 1 in the schematic diagram of FIG. 2. 図3の接着面加工部11における断面の積層設計の一例である。It is an example of the lamination | stacking design of the cross section in the adhesion surface process part 11 of FIG. 主構造材2への切欠き補強部材5を取付けた従来技術の前記略図である。It is the said schematic of the prior art which attached the notch reinforcement member 5 to the main structural material 2. FIG.

符号の説明Explanation of symbols

1 補強部材
2 主構造材
3 内配線
4 接着剤
5 切欠き補強部材
11 接着面加工部
12 接着部
13 切欠き部
14 主補強部
21 接着面加工部長さL
25 接着面加工部高さD
26 主補強部高さH
99 接合部材
DESCRIPTION OF SYMBOLS 1 Reinforcement member 2 Main structure material 3 Internal wiring 4 Adhesive 5 Notch reinforcement member 11 Adhesion surface process part 12 Adhesion part 13 Notch part 14 Main reinforcement part 21 Adhesion surface process part length L
25 Bonded surface processed part height D
26 Main reinforcement height H
99 Joining members

Claims (9)

強化繊維を含んだ繊維強化樹脂製の補強部材が主構造材に取り付けられた構造用部材であって、前記補強部材は凸状の主補強部および接着部を少なくとも備え、前記接着部の一部に凸状の接着面加工部が形成されていることを特徴とする構造用部材。   A structural member in which a reinforcing member made of fiber reinforced resin including reinforcing fibers is attached to a main structural material, wherein the reinforcing member includes at least a convex main reinforcing portion and an adhesive portion, and a part of the adhesive portion A structural member characterized in that a convex bonded surface processed portion is formed. 前記接着面加工部の頂部から主構造材までの最長距離Dが、前記主補強部の頂部から主構造材までの最長距離Hに対して30〜80%の範囲であることを特徴とする、請求項1に記載の構造用部材。   The longest distance D from the top of the bonded surface processed portion to the main structural material is in a range of 30 to 80% with respect to the longest distance H from the top of the main reinforcing portion to the main structural material, The structural member according to claim 1. 前記接着面加工部として形成された凸状突起の両端間の最大幅Lが、前記主補強部の頂部から主構造材までの最長距離Dに対して80〜150%の範囲であることを特徴とする、請求項1または2のいずれかに記載の構造用部材。   The maximum width L between both ends of the convex protrusion formed as the bonding surface processed portion is in the range of 80 to 150% with respect to the longest distance D from the top of the main reinforcing portion to the main structural material. The structural member according to claim 1 or 2. 前記主補強部の頂部から主構造材までの最長距離Dが5mm以上であることを特徴とする、請求項1〜3のいずれかに記載の構造用部材。   The structural member according to any one of claims 1 to 3, wherein the longest distance D from the top of the main reinforcing portion to the main structural member is 5 mm or more. 前記主構造材が繊維強化樹脂からなることを特徴とする、請求項1〜4のいずれかに記載の構造用部材。   The structural member according to claim 1, wherein the main structural material is made of a fiber reinforced resin. 前記補強部材に少なくとも一層の炭素繊維強化樹脂製クロス材を有していることを特徴とする、請求項1〜5のいずれかに記載の構造用部材。   The structural member according to any one of claims 1 to 5, wherein the reinforcing member has at least one carbon fiber reinforced resin cloth material. 前記構造用部材が自動車用構造部材であることを特徴とする、請求項1〜6のいずれかに記載の構造用部材。   The structural member according to claim 1, wherein the structural member is an automotive structural member. 前記自動車用構造部材の使用用途が自動車用フード、フロアパネル、トランクリッド、ルーフ、ドアパネルのいずれかであることを特徴とする、請求項7に記載の構造用部材。   The structural member according to claim 7, wherein a use application of the automotive structural member is any one of an automotive hood, a floor panel, a trunk lid, a roof, and a door panel. 前記構造用部材が鉄道車両用部材もしくは船舶構造用部材であることを特徴とする、請求項1〜6のいずれかに記載の構造用部材。   The structural member according to claim 1, wherein the structural member is a railcar member or a ship structural member.
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