JP2681552B2 - Fiber reinforced resin tubular structural member - Google Patents

Fiber reinforced resin tubular structural member

Info

Publication number
JP2681552B2
JP2681552B2 JP3140465A JP14046591A JP2681552B2 JP 2681552 B2 JP2681552 B2 JP 2681552B2 JP 3140465 A JP3140465 A JP 3140465A JP 14046591 A JP14046591 A JP 14046591A JP 2681552 B2 JP2681552 B2 JP 2681552B2
Authority
JP
Japan
Prior art keywords
reinforced resin
fiber
structural member
tubular structural
shaped member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP3140465A
Other languages
Japanese (ja)
Other versions
JPH04366097A (en
Inventor
英男 福田
吉昭 山口
利光 露木
源基 宮石
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Railway Technical Research Institute
Original Assignee
Railway Technical Research Institute
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Railway Technical Research Institute filed Critical Railway Technical Research Institute
Priority to JP3140465A priority Critical patent/JP2681552B2/en
Publication of JPH04366097A publication Critical patent/JPH04366097A/en
Application granted granted Critical
Publication of JP2681552B2 publication Critical patent/JP2681552B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、車両船舶、橋梁、建築
物、その他建造物等の構造物をはじめとして、スポーツ
・レジャー用具等の材料などに使用される繊維強化樹脂
製管状構造部材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber-reinforced resin tubular structural member used for materials such as sports and leisure equipment, including structures such as vehicle ships, bridges, buildings and other structures. It is a thing.

【0002】[0002]

【従来の技術】近年、構造部材の軽量化は益々求められ
てきており、構造部材の材料として、比重が鋼材に比べ
て1/5と格段に小さく、しかも、比強度、比剛性の高
い繊維強化樹脂材料が注目されている。そして、構造部
材は、一般的には、閉断面を形成した管状体のものが用
いられている。前記繊維強化樹脂材料を使用して、前記
閉断面を有する管状構造部材を得るには、従来、一般的
には、成形用金型の外周に繊維強化樹脂の層を形成し、
次いで管の軸芯方向に成形用金型を引き抜くという手順
で行なわれていた。
2. Description of the Related Art In recent years, there has been an increasing demand for reduction in the weight of structural members. As a material for structural members, a fiber having a remarkably small specific gravity, which is 1/5 that of steel, and having a high specific strength and a high specific rigidity. Reinforced resin materials are receiving attention. As the structural member, a tubular body having a closed cross section is generally used. Using the fiber reinforced resin material, in order to obtain a tubular structural member having the closed cross section, conventionally, generally, a layer of fiber reinforced resin is formed on the outer periphery of the molding die,
Then, the procedure was carried out by pulling out the molding die in the axial direction of the tube.

【0003】このようにして得られた繊維強化樹脂製管
状構造部材に補強物を設けるには、管の横断面が閉断面
であるので、管状構造部材の軸芯方向に沿って連続した
補強板を連通孔内に設けていた。また、従来、図5に示
すように2個のコの字型部材の開口面を向かい合わせに
し、コの字型部材の上下面の端部を接合することによっ
て閉断面を形成した管状体が知られていた。
In order to provide a reinforcement on the fiber-reinforced resin tubular structural member thus obtained, since the cross section of the pipe is a closed cross section, a reinforcing plate continuous along the axial direction of the tubular structural member. Was provided in the communication hole. Further, conventionally, as shown in FIG. 5, a tubular body having a closed cross section formed by facing the opening surfaces of two U-shaped members and joining the ends of the upper and lower surfaces of the U-shaped member has been joined. Was known.

【0004】またさらに、従来、図6の管断面図に示す
ように、複数の角型管からなる強度を高めた管状体があ
った。
Further, conventionally, as shown in the cross-sectional view of the pipe of FIG. 6, there has been a tubular body of a plurality of rectangular pipes having an increased strength.

【0005】[0005]

【発明が解決しようとする課題】前記従来の繊維強化樹
脂製の構造部材は閉断面の管状構造部材であるため、成
形用金型の外周に形成した繊維強化樹脂の層から成形用
金型を管の軸芯方向に引き抜かねばならず、困難な作業
であった。また、その製法上、管内にさらに補強物を設
けるには軸芯方向に設置しなければならないという制約
があった。このような、管の軸芯方向に沿った補強板の
配設は、強度的に管に方向性を与えるもので、管の垂直
横断方向に対しては十分な強度を得ることはできなかっ
た。
Since the conventional structural member made of fiber reinforced resin is a tubular structural member having a closed cross section, the molding die is formed from the layer of the fiber reinforced resin formed on the outer periphery of the molding die. It was a difficult task because it had to be pulled out in the axial direction of the pipe. In addition, due to the manufacturing method, there is a restriction that in order to further provide a reinforcement in the pipe, the reinforcement must be installed in the axial direction. Such a disposition of the reinforcing plate along the axial direction of the pipe gives the directionality to the pipe in terms of strength, and obtains sufficient strength in the vertical transverse direction of the pipe. I couldn't.

【0006】さらに、前記図5の管状体は、上下面の間
隔の同じ部材の端部が互いに突き合わされた構造である
ため、接着面積が狭く、このため管状体が縦割すること
が多く、特に繊維強化樹脂製管状構造部材においては
用的ではなかった。さらにまた、前記図6の断面構造の
管状体は、管状体の軸芯方向に補強支持板を配設するこ
とはできるが、管の連通孔を遮断する方向での補強支持
板を配設することはできなかった。さらにまた、前記図
6の断面構造の管状体は、管状体の軸芯方向に補強支持
板を配設することはできるが、管の連通孔を遮断する方
向での補強支持板を配設することはできなかった。
Further, the tubular body of FIG. 5 has a structure in which the ends of members having the same upper and lower surfaces are butted against each other, so that the bonding area is small, and therefore the tubular body is often split vertically . In particular , it was not practical for a fiber-reinforced resin tubular structural member . Further, in the tubular body having the cross-sectional structure of FIG. 6, the reinforcing support plate can be arranged in the axial direction of the tubular body, but the reinforcing support plate is arranged in the direction of blocking the communication hole of the pipe. I couldn't do that. Further, in the tubular body having the cross-sectional structure of FIG. 6, the reinforcing support plate can be arranged in the axial direction of the tubular body, but the reinforcing support plate is arranged in the direction of blocking the communication hole of the pipe. I couldn't do that.

【0007】そこで、本発明は、以上のべた問題点が無
く、製造方法が容易で、管の遮断方向に補強物を設け
た、軽量で、高い剛性、強度を有し、しかも曲げ負荷に
対して強い管状構造部材を提供することを目的とする。
Therefore, the present invention does not have the above-mentioned problems, the manufacturing method is easy, the reinforcing material is provided in the tube blocking direction, the weight is light, the rigidity is high, and the bending load is high. It is intended to provide a strong tubular structural member.

【0008】[0008]

【課題を解決するための手段】前記問題点を解決するた
めに、本発明は、長繊維を強化繊維としたプリプレグを
成形して得られた、上面、側面、下面を有し、一側が開
放された開放断面を有する繊維強化樹脂製のコの字型部
材を2個以上用い、開放側が互いに向かい合うように、
且つ一方のコの字型部材1の上面および下面を、他方の
コの字型部材2の上面および下面に互いに重ね合わせる
ことによって閉断面を有する管が形成され、重ね合わさ
れた上面と下面の間に、且つ前記管の連通孔を遮断する
仮想面上に、該管の軸芯方向に対して垂直に補強支持板
5が配設された繊維強化樹脂製管状構造部材とするもの
である。また本発明の繊維強化樹脂製管状構造部材は、
互いのコの字型部材の接着接合面にテーパーを付与した
り、或いは段部を付与したりすることによって、段差を
解消したことを特徴とする。
In order to solve the above problems, the present invention provides a prepreg having long fibers as reinforcing fibers.
Using two or more U-shaped members made of fiber reinforced resin having an upper surface, a side surface, and a lower surface obtained by molding and having an open cross section with one side open, so that the open sides face each other,
A tube having a closed cross section is formed by superposing the upper surface and the lower surface of one U-shaped member 1 on the upper surface and the lower surface of the other U-shaped member 2, and between the superimposed upper and lower surfaces. In addition, a tubular structure member made of fiber reinforced resin is provided in which a reinforcing support plate 5 is arranged perpendicularly to the axial direction of the pipe on an imaginary surface that blocks the communication hole of the pipe. Further, the fiber-reinforced resin tubular structural member of the present invention,
Tapered adhesive bonding surface of U-shaped members
By adding a step or a step
The feature is that it has been resolved.

【0009】前記補強支持板5は、管の連通孔を遮断す
る方向に向けられ、管を構成する壁の内面の各面に垂
直、すなわち、管の軸芯方向に対して垂直に配設する
補強支持板5の数量や内容は、組立て後の、本発明の繊
維強化樹脂製管状構造部材の用途、負荷に応じ、任意の
間隔で調整して設けられる。この補強支持板5は単に平
板状でもよいが、接着面の増大と補強効果の点から、図
1に示す補強支持板5のようにHビーム形状またはIビ
ーム形状とすることが好適である。
[0009] The reinforcing support plate 5, et al directed to block the communicating holes of the tubes are perpendicular to each side of the inner surface of the wall constituting the tube, i.e., disposed vertically against the axial direction of the tube To do .
The number and contents of the reinforcing support plates 5 are adjusted and provided at arbitrary intervals according to the application and load of the fiber-reinforced resin tubular structural member of the present invention after assembly. The reinforcing support plate 5 may be simply a flat plate, but it is preferable to have an H beam shape or an I beam shape like the reinforcing support plate 5 shown in FIG.

【0010】また、コの字型部材1はコの字型部材2の
開放溝4に納められ、互いのコの字型部材1,2の上面
相互及び下面相互が重ね合わされ、接合されて一体化さ
れている。この接合には、接着剤による接着接合を始め
としてボルト、リベット等の機械的手段の採用が可能で
あり、これらを併用することや、さらに、この接合を強
化するために接合体の外面あるいは内面に繊維強化樹脂
層を設けることもできる。必要に応じてコの字型部材1
とコの字型部材2の上下面の接合部は、図4(1)、
(2)のようにテーパーや段を付与することも可能であ
る。さらに、コの字型部材の外観形状は直線状に限ら
ず、L字状、コの字型、その他適宜の形状とすることが
できる。
The U-shaped member 1 is housed in the open groove 4 of the U-shaped member 2, and the upper and lower surfaces of the U-shaped members 1 and 2 are superposed on each other and joined together. Has been converted. For this joining, it is possible to use mechanical means such as bolts and rivets, including adhesive joining with an adhesive, and to use these together, and further, to strengthen this joining, the outer surface or inner surface of the joined body. It is also possible to provide a fiber-reinforced resin layer on the. U-shaped member 1 if necessary
The joint between the upper and lower surfaces of the U-shaped member 2 is shown in FIG.
It is also possible to add a taper or a step as in (2). Further, the external shape of the U-shaped member is not limited to the linear shape, but may be an L-shape, a U-shape, or any other suitable shape.

【0011】本発明の繊維強化樹脂製管状構造部材の閉
断面形状としては、図3(1)に断面図として示した四
辺形のみならず、図3(2)に断面図として示した八辺
形も使用することができる。本発明で用いられる繊維強
化樹脂の強化繊維としては、比強度、比弾性率の高い炭
素繊維が好ましいが、必要に応じてその他の強化繊維を
使用または併用することも可能である。一方、樹脂につ
いては特に制限はなく、強化繊維の特性をいかしうるも
のなら何でも使用できる。
The closed cross-sectional shape of the fiber-reinforced resin tubular structural member of the present invention is not limited to the quadrilateral shown in the sectional view in FIG. 3 (1), but also the eight sides shown in the sectional view in FIG. 3 (2). Shapes can also be used. As the reinforcing fibers of the fiber-reinforced resin used in the present invention, carbon fibers having high specific strength and high specific elastic modulus are preferable, but other reinforcing fibers can be used or used in combination as needed. On the other hand, the resin is not particularly limited, and any resin that can take advantage of the characteristics of the reinforcing fiber can be used.

【0012】本発明の繊維強化樹脂製管状構造部材に用
いられるコの字型部材1,2の製造方法は、例えば、次
のようにして製造される。高強度タイプ炭素繊維(例え
ば,東邦レーヨン(株)製ベスファイト)を一方向に引
揃えたエポキシ樹脂系プリプレグ(硬化温度130℃)
を図7に例示するとおり、成形用金型8の外面にレイア
ップにより積層して、樹脂を硬化させて繊維強化樹脂層
9を形成する。その後、成形用金型8より繊維強化樹脂
層9を脱型してコの字型部材を得る。前記レイアップの
形態は、一方向繊維配向シート、織物等に樹脂が含浸し
たもの、すなわち、一方向材、織物材等のプリプレグを
用い、目的の繊維強化樹脂製管状構造部材の特性に応じ
適宜選択される。
The method for manufacturing the U-shaped members 1 and 2 used for the tubular structural member made of fiber reinforced resin of the present invention is manufactured, for example, as follows. Epoxy resin prepreg (curing temperature 130 ° C) in which high-strength type carbon fibers (for example, Vesphite manufactured by Toho Rayon Co., Ltd.) are aligned in one direction.
As illustrated in FIG. 7, the fiber-reinforced resin layer 9 is formed by laminating on the outer surface of the molding die 8 by lay-up and curing the resin. Then, the fiber reinforced resin layer 9 is removed from the molding die 8 to obtain a U-shaped member. The form of the layup is such that unidirectional fiber orientation sheet, woven fabric, etc. are impregnated with resin.
That is , a unidirectional material, a woven material, or other prepreg, depending on the characteristics of the target fiber-reinforced resin tubular structural member.
It is selected appropriately .

【0013】[0013]

【作用】以上のように、本発明の、閉断面を形成した繊
維強化樹脂製管状構造部材は、コの字型部材を複数組み
合わせることによって形成されており、そのコの字型部
材を製造するのに、成形型を管状構造部材から引き抜く
必要がなく、また、閉断面を形成した管状構造部材とす
るには、複数のコの字型部材をその開放側が互いに向か
い合うように、かつ一方のコの字型部材の上面および下
面を、他方のコの字型部材の上面および下面と互いに重
ね合わせることによって製造することができるので、そ
の製作が容易である。
As described above, the fiber-reinforced resin tubular structural member having the closed cross section of the present invention is formed by combining a plurality of U-shaped members, and the U-shaped members are manufactured. However, it is not necessary to pull out the mold from the tubular structural member, and in order to form a tubular structural member with a closed cross section, a plurality of U-shaped members should be arranged such that their open sides face each other and one Since it can be manufactured by superposing the upper surface and the lower surface of the U-shaped member on the upper surface and the lower surface of the other U-shaped member, the manufacturing is easy.

【0014】また、本発明は、管の軸芯方向に対して垂
直に補強支持板を設けたので、繊維強化樹脂製管状構造
部材の垂直横断方向からの負荷に対して、強度を十分な
ものとすることができる。さらに、本発明の閉断面を形
成した繊維強化樹脂製管状構造部材は、その上面および
下面がそれぞれ2重の繊維強化樹脂製部材で構成されて
いるので、強度が高く、曲げ負荷に対し高い耐性を有す
る。
Further, according to the present invention, the pipe is suspended in the axial direction.
Since the reinforcing support plate is directly provided, it is possible to make the fiber-reinforced resin tubular structural member sufficiently strong against the load from the vertical transverse direction. Furthermore, the fiber-reinforced resin tubular structure member having the closed cross section according to the present invention has high strength and high resistance to bending load because the upper surface and the lower surface are each composed of double fiber-reinforced resin members. Have.

【0015】[0015]

【実施例1】図1は本発明の繊維強化樹脂製管状構造部
材の組立て前の分解斜視図を示したものである。図2は
本発明の繊維強化樹脂製管状構造部材の断面図を示した
ものである。図1において、1と2とは共にコの字型部
材であり、コの字型部材1の開放溝3とコの字型部材2
の開放溝4とは、互いに開放側が向かい合って配されて
いる。コの字型部材1の上下面の間隔6は、コの字型部
材2の上下面の間隔7より若干小さく、その開放溝4に
コの字型部材1が丁度挿嵌するように、設計されて製作
されている。
Example 1 FIG. 1 is an exploded perspective view of a fiber-reinforced resin tubular structural member of the present invention before assembly. FIG. 2 shows a sectional view of the fiber-reinforced resin tubular structural member of the present invention. In FIG. 1, both 1 and 2 are U-shaped members, and the open groove 3 of the U-shaped member 1 and the U-shaped member 2
The open grooves 4 are arranged so that their open sides face each other. The spacing 6 between the upper and lower surfaces of the U-shaped member 1 is slightly smaller than the spacing 7 between the upper and lower surfaces of the U-shaped member 2 and is designed so that the U-shaped member 1 is just inserted into the open groove 4. It has been produced.

【0016】図1のコの字型部材1の開放溝3中には、
管の連通孔を遮断する方向であって管を構成する壁の内
面の各面に垂直、すなわち、管の軸方向に垂直に、Hビ
ーム形状の補強支持板5が3個、間隔をおいて設けられ
ている。コの字型部材1はコの字型部材2の開放溝4に
納められ、互いのコの字型部材の上面相互及び下面相互
が重ね合わされ、接着材により接合されて一体化されて
いる。
In the open groove 3 of the U-shaped member 1 shown in FIG.
Three H-beam-shaped reinforcing support plates 5 are arranged at intervals in the direction of blocking the communication hole of the pipe and perpendicular to each inner surface of the wall forming the pipe, that is, perpendicular to the axial direction of the pipe. It is provided. The U-shaped member 1 is housed in the open groove 4 of the U-shaped member 2, and the upper surfaces and the lower surfaces of the U-shaped members are overlapped with each other and joined by an adhesive to be integrated.

【0017】本発明の繊維強化樹脂製管状構造部材は、
図2に示すとおり、あたかも「竹の節」のごとき補強支
持板5が、繊維強化樹脂製管状構造部材の連通孔を遮断
する仮想面上に、管の軸芯方向に対して垂直に配設され
たような構造である。この実施例の繊維強化樹脂製管状
構造部材の製造は次のようにして行なった。高強度タイ
プ炭素繊維(東邦レーヨン(株)製,ベスファイト)を
一方向に引揃えたエポキシ樹脂系プリプレグ(硬化温度
130℃)を用いてレイアップ成形されたコの字型部材
を用い、図1に示すようにH字状の補強支持板をコの字
型部材の上下壁面の間にエポキシ樹脂系接着剤にて接着
した。次に、このコの字型部材を別のコの字型部材の開
放溝4に嵌合させて、各コの字型部材の互いの上面およ
び互いの下面をエポキシ樹脂系接着剤にて接着接合して
図2に示す繊維強化樹脂製管状構造部材を得た。
The fiber-reinforced resin tubular structural member of the present invention comprises:
As shown in FIG. 2, a reinforcing support plate 5 such as a "bamboo knot" is arranged perpendicular to the axial direction of the pipe on an imaginary surface that blocks the communication hole of the fiber-reinforced resin tubular structural member. It is a structure like The fiber-reinforced resin tubular structural member of this example was manufactured as follows. High strength type carbon fibers (Toho Rayon Co., Ltd., Besfite) a U-shaped member which is laid up molded using an epoxy resin based prepreg aligned pull in one direction (curing temperature 130 ° C.) using, FIG As shown in FIG. 1, an H-shaped reinforcing support plate was bonded between the upper and lower wall surfaces of the U-shaped member with an epoxy resin adhesive. Next, this U-shaped member is fitted into the open groove 4 of another U-shaped member, and the upper surface and the lower surface of each U-shaped member are bonded with an epoxy resin adhesive. The fiber-reinforced resin tubular structural member shown in FIG. 2 was obtained by joining.

【0018】本実施例の繊維強化樹脂製管状構造部材の
両端の補強支持板5の下部を支点とし、管中央部に荷重
をかけ3点曲げ試験を実施した。測定された最大破壊荷
重は500kgであった。
A three-point bending test was carried out by applying a load to the central portion of the tube with the lower portions of the reinforcing support plates 5 at both ends of the fiber-reinforced resin tubular structural member of this example as fulcrums. The maximum breaking load measured was 500 kg.

【0019】[0019]

【実施例2】実施例1と全く同様にし、管内部の補強支
持板5の枚数を中央部のみ3枚とした成形物を得た。こ
れを実施例1と同じ曲げ試験を実施したところ、その最
大破壊荷重は700kgであった。 〔比較例〕実施例1と全く同様にし、管内部の補強支持
板5の無い成形物を得、同様の曲げ試験を実施したとこ
ろ、最大破壊荷重は250kgであった。
Example 2 In the same manner as in Example 1, a molded product was obtained in which the number of reinforcing support plates 5 inside the tube was 3 only in the central portion. When this was subjected to the same bending test as in Example 1, the maximum breaking load was 700 kg. [Comparative Example] A molded article without the reinforcing support plate 5 inside the tube was obtained in the same manner as in Example 1, and the same bending test was carried out. The maximum breaking load was 250 kg.

【0020】[0020]

【発明の効果】以上詳細に説明したように本発明によれ
ば、長繊維を強化繊維としたプリプレグを成形して得ら
れた、繊維強化樹脂製管状構造部材の連通孔を遮断する
仮想面上に、管の軸芯方向に対して垂直に補強支持板を
設けることにより管の曲げ特性が格段に向上する。ま
た、本発明の繊維強化樹脂製管状構造部材は、上面、側
面、下面を有し、一側が開放された開放断面を有する、
2個以上の繊維強化樹脂製のコの字型部材を、開放側が
互いに向かい合うように、かつ一方のコの字型部材の上
面および下面を、他方のコの字型部材の上面および下面
と互いに重ね合わせることによって閉断面を有する管を
形成したので、繊維強化樹脂製管状構造部材の成形にお
いて、成形用金型から成形物をその軸芯方向に引き抜く
必要がないので、その製造が容易に行なえる。
As described in detail above, according to the present invention, a prepreg having long fibers as reinforcing fibers is obtained by molding.
The, the virtual plane to block the communicating hole of the fiber-reinforced resin tubular structural member, bending properties of the tube is remarkably improved by providing the reinforcing support plate perpendicular to the axial direction of the tube. The fiber-reinforced resin tubular structure member of the present invention has an upper surface, a side surface, a lower surface, and an open cross section in which one side is open,
Two or more U-shaped members made of fiber reinforced resin are arranged such that their open sides face each other, and the upper and lower surfaces of one U-shaped member and the upper and lower surfaces of the other U-shaped member are mutually opposed. Since a tube having a closed cross section is formed by overlapping, it is not necessary to pull out the molded product from the molding die in the axial direction in the molding of the fiber-reinforced resin tubular structural member, so that the manufacturing is easy. It

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の繊維強化樹脂製管状構造部材の組立て
前の分解斜視図を示す。
FIG. 1 is an exploded perspective view of a fiber-reinforced resin tubular structural member of the present invention before assembly.

【図2】本発明の繊維強化樹脂製管状構造部材の断面図
を示す。
FIG. 2 shows a cross-sectional view of a fiber-reinforced resin tubular structural member of the present invention.

【図3】本発明の繊維強化樹脂製管状構造部材の閉断面
形状の例を示す。
FIG. 3 shows an example of a closed cross-sectional shape of a tubular structure member made of fiber reinforced resin of the present invention.

【図4】本発明で使用するコの字型部材の上下面の接合
部を示す。
FIG. 4 shows a joint between upper and lower surfaces of a U-shaped member used in the present invention.

【図5】従来の閉断面を形成した管状体を示す。FIG. 5 shows a tubular body having a conventional closed cross section.

【図6】従来の補強支持板を内部に配した管状体を示
す。
FIG. 6 shows a tubular body having a conventional reinforcing support plate disposed therein.

【図7】本発明の脱型前のコの字型部材の斜視図を示
す。
FIG. 7 is a perspective view of a U-shaped member before demolding according to the present invention.

【符号の説明】[Explanation of symbols]

1,2 コの字型部材 3,4 開放溝 5 補強支持板 6,7 間隔 8 成形用金型 9 繊維強化樹脂層 1, 2 U-shaped member 3, 4 Open groove 5 Reinforcement support plate 6, 7 Interval 8 Mold for molding 9 Fiber reinforced resin layer

───────────────────────────────────────────────────── フロントページの続き (72)発明者 露木 利光 静岡県駿東郡長泉町上土狩字高石234 東邦レーヨン株式会社 研究所内 (72)発明者 宮石 源基 東京都国分寺市光町二丁目8番地38 財 団法人 鉄道総合技術研究所内 (56)参考文献 特開 昭62−170644(JP,A) 実開 昭48−54610(JP,U) 特公 昭48−1904(JP,B1) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Toshimitsu Tsuru 234 Takaishi, Kamichikari, Nagaizumi-cho, Sunto-gun, Shizuoka Prefecture Toho Rayon Co., Ltd. Research Institute (72) Genki Miyaishi 2-8-chome, Komibun-cho, Kokubunji, Tokyo 38 Goods Japan Railway Technical Research Institute (56) References JP 62-170644 (JP, A) Actual development 48-54610 (JP, U) JP 48-1904 (JP, B1)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 長繊維を強化繊維としたプリプレグを成
形して得られた、上面、側面、下面を有し、一側が開放
された開放断面を有する繊維強化樹脂製のコの字型部材
を2個以上用い、開放側が互いに向かい合うように、且
つ一方のコの字型部材の上面および下面を他方のコの字
型部材の上面および下面に互いに重ね合わせることによ
って閉断面を有する管が形成され、重ね合わされた上面
と下面の間に、且つ前記管の連通孔を遮断する仮想面上
に、該管の軸芯方向に対して垂直に補強支持板が配設さ
れたことを特徴とする繊維強化樹脂製管状構造部材。
1. A prepreg comprising long fibers as reinforcing fibers is formed.
Two or more U-shaped members made of a fiber-reinforced resin having an open cross section with one side open, which has an upper surface, a side surface, and a lower surface obtained by shaping , and the open sides face each other. A tube having a closed cross section is formed by superposing the upper surface and the lower surface of the U-shaped member on the upper surface and the lower surface of the other U-shaped member, and between the superimposed upper surface and the lower surface, and A tubular structure member made of fiber reinforced resin, characterized in that a reinforcing support plate is arranged perpendicularly to the axial direction of the pipe on an imaginary surface that blocks the communication hole.
【請求項2】 互いのコの字型部材の接着接合面におけ2. The adhesive bonding surfaces of the U-shaped members of each other.
るテーパーの付与或いは段部の付与によって、段差が解The difference in level can be solved by adding a taper or a step.
消されていることを特徴とする請求項1記載の繊維強化The fiber reinforced according to claim 1, which is erased.
樹脂製管状構造部材。Resin tubular structural member.
JP3140465A 1991-06-12 1991-06-12 Fiber reinforced resin tubular structural member Expired - Fee Related JP2681552B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3140465A JP2681552B2 (en) 1991-06-12 1991-06-12 Fiber reinforced resin tubular structural member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3140465A JP2681552B2 (en) 1991-06-12 1991-06-12 Fiber reinforced resin tubular structural member

Publications (2)

Publication Number Publication Date
JPH04366097A JPH04366097A (en) 1992-12-17
JP2681552B2 true JP2681552B2 (en) 1997-11-26

Family

ID=15269234

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3140465A Expired - Fee Related JP2681552B2 (en) 1991-06-12 1991-06-12 Fiber reinforced resin tubular structural member

Country Status (1)

Country Link
JP (1) JP2681552B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5250924B2 (en) * 2001-07-16 2013-07-31 株式会社デンソー Exhaust heat exchanger
ES2326727B1 (en) * 2009-04-08 2010-07-15 Aria Domus Sl STRUCTURAL ELEMENT OF REINFORCED SYNTHETIC RESIN FOR LIGHT MODULAR CONSTRUCTION AND CORRESPONDING MODULAR CONSTRUCTION METHOD.
AP2015008344A0 (en) * 2012-09-14 2015-04-30 Renco World Corp Composite profile and bonding adapter

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62170644A (en) * 1986-01-22 1987-07-27 新村 正照 Synthetic reinforcing structural material

Also Published As

Publication number Publication date
JPH04366097A (en) 1992-12-17

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