JP2568028B2 - FRP pipe structure - Google Patents

FRP pipe structure

Info

Publication number
JP2568028B2
JP2568028B2 JP5089721A JP8972193A JP2568028B2 JP 2568028 B2 JP2568028 B2 JP 2568028B2 JP 5089721 A JP5089721 A JP 5089721A JP 8972193 A JP8972193 A JP 8972193A JP 2568028 B2 JP2568028 B2 JP 2568028B2
Authority
JP
Japan
Prior art keywords
pipe
shaped structure
fiber
frp
layer
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
JP5089721A
Other languages
Japanese (ja)
Other versions
JPH06297456A (en
Inventor
正秀 大貫
哲男 山口
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.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries Ltd
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 Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP5089721A priority Critical patent/JP2568028B2/en
Publication of JPH06297456A publication Critical patent/JPH06297456A/en
Application granted granted Critical
Publication of JP2568028B2 publication Critical patent/JP2568028B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforced Plastic Materials (AREA)
  • Moulding By Coating Moulds (AREA)

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FRP製のパイプ状構造
物に関し、詳しくは力学的異方性を応用して特異な弾性
挙動を示すようにしたFRP製のパイプ状構造物に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe-shaped structure made of FRP, and more particularly to a pipe-shaped structure made of FRP which exhibits unique elastic behavior by applying mechanical anisotropy. .

【0002】[0002]

【従来の技術】従来、鉄、アルミニウム等の等方性材料
からなるパイプ状構造物においては、その幾何学的主軸
上に荷重をかけると、たわみのみが生じ、ねじれが生じ
ない。一方、幾何学的主軸上にない点に荷重をかける
と、たわみとともにねじれが生じる。
2. Description of the Related Art Conventionally, in a pipe-shaped structure made of an isotropic material such as iron or aluminum, when a load is applied on its geometrical main axis, only bending occurs and no twist occurs. On the other hand, when a load is applied to a point that is not on the geometrical principal axis, a twist occurs together with the bending.

【0003】即ち第8図及び第9図に示すように、上記
等方性材料からなるパイプ状構造物1の一端を固定端1
a、他端を自由端1bとして、該自由端1bに対して図
中矢印線で示すように、作用線がパイプ状構造物の幾何
学的主軸Gと交わるように荷重を加えると、図中鎖線で
示すように、パイプ状構造物1は上記荷重によりたわみ
を生ずるが、ねじれは生じない。
That is, as shown in FIGS. 8 and 9, one end of the pipe-shaped structure 1 made of the above-mentioned isotropic material is fixed to the fixed end 1.
a, the other end is a free end 1b, and a load is applied to the free end 1b so that the line of action intersects with the geometric main axis G of the pipe-shaped structure, as shown by the arrow in the figure. As indicated by the chain line, the pipe-shaped structure 1 is bent by the above load, but is not twisted.

【0004】一方、第10図及び第11図に示すよう
に、上記等方性材料からなるパイプ状構造物1の一端を
固定端1a、他端を自由端1bとして、該自由端1bに
対して図中矢印線で示すように、作用線がパイプ状構造
物の幾何学的主軸Gと交わらないように荷重を加える
と、図中点線で示すように、パイプ状構造物1は上記荷
重によりたわみを生ずると共に、ねじれが生ずる。
On the other hand, as shown in FIGS. 10 and 11, one end of the pipe-shaped structure 1 made of the above-mentioned isotropic material is a fixed end 1a and the other end is a free end 1b. When a load is applied so that the line of action does not intersect the geometric main axis G of the pipe-shaped structure as indicated by the arrow in the figure, the pipe-shaped structure 1 is As well as bending, twisting occurs.

【0005】ところで、例えばロボット用アーム等にお
いて、幾何学的主軸上の点に荷重をかけたときにたわみ
とともにねじれが生じたほうが好都合の場合がある。ま
た逆に、例えば同じロボットアームやゴルフクラブのシ
ャフト等において、幾何学的主軸上にない点に荷重をか
けたときにたわみのみが生じ、ねじれが生じないほうが
好都合の場合もある。
Incidentally, for example, in a robot arm or the like, it may be more convenient for the arm to be bent and twisted when a load is applied to a point on the geometric main axis. On the contrary, in some cases, for example, in the same robot arm or the shaft of a golf club, when a load is applied to a point that is not on the geometrical main axis, it is preferable that only bending occurs and no twist occurs.

【0006】本出願人は、先に特願平1−307050
にて上記した好都合な変形挙動を示すFRP製のパイプ
状構造物を提案した。即ち、繊維角度の異なる2種以上
のプリプレグシートを用いる事により形成されるFRP
製のパイプ状構造物を提案した。
The present applicant has previously filed Japanese Patent Application No. 1-307050.
Proposed a pipe-like structure made of FRP which exhibits the above-mentioned favorable deformation behavior. That is, an FRP formed by using two or more kinds of prepreg sheets having different fiber angles.
A pipe-shaped structure made of metal was proposed.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上記の
FRP製のパイプ状構造物では、2種以上のプリプレグ
シートを用いるため、プリプレグシート同士の接合部で
繊維が不連続となり、強度が低下し、強度向上という繊
維強化材料本来の目的を達成しえなくなってしまうとい
う欠点がある。また、2種以上のプリプレグシートの接
合は作業上高度な技量を要し、容易にFRP製のパイプ
状構造物を作製しえなかった。
However, in the above-mentioned pipe-shaped structure made of FRP, since two or more kinds of prepreg sheets are used, the fibers become discontinuous at the joint between the prepreg sheets and the strength decreases, There is a drawback that the original purpose of the fiber-reinforced material, that is, strength improvement, cannot be achieved. Further, joining of two or more kinds of prepreg sheets requires a high degree of workability in operation, and a pipe-shaped structure made of FRP could not be easily manufactured.

【0008】[0008]

【課題を解決するための手段】上記した問題を解決する
ため請求項1に記載の発明は、繊維の引き揃え方向の周
期的変化の周期長と繊維補強層の周長とを略同一とする
ことにより、繊維補強層を構成する各層の繊維方向が厚
み方向において略同一となっていることを特徴とする。
また、請求項2に記載の発明は、請求項1に記載の発明
の発明特定事項に加えて、繊維補強層の内層から外層に
向かって各層の周長が微増するに従って繊維の引き揃え
方向の周期的変化の周期長を微増させていることを特徴
とする。
In order to solve the above problems, the invention according to claim 1 makes the cycle length of the periodical change in the fiber alignment direction substantially equal to the circumferential length of the fiber reinforcing layer. As a result, the fiber directions of the layers constituting the fiber reinforcing layer are substantially the same in the thickness direction.
Moreover, in addition to the matters specifying the invention of the invention described in claim 1, the invention described in claim 2 is characterized in that in the alignment direction of the fibers as the peripheral length of each layer slightly increases from the inner layer to the outer layer of the fiber reinforcement layer. The feature is that the cycle length of the periodic change is slightly increased.

【0009】[0009]

【作用】請求項1に記載の発明は、繊維の引き揃え方向
の周期的変化の周期長と、繊維補強層の周長とを略同一
としている。これにより、繊維補強層を構成する各層の
繊維方向を厚み方向において略同一とすることができ
る。一方、同一周上の異なる部位を比べた場合、互いに
繊維方向が異なる繊維補強層が形成されていることとな
り、外力が加わったときに生じる各部位の変形のバラン
スがくずれ、所謂力学的異方性を達成することが出来
る。すなわち、作用線がパイプ状構造物の幾何学的主軸
Gと交わるように荷重を加えた場合でも、各部位のせん
断変形がパイプ全体として相殺されず、たわみとともに
ねじれを生じさせることが可能となる。一方、作用線が
パイプ状構造物の幾何学的主軸Gと交わらないように荷
重を加えた場合でも、各部位のせん断変形をパイプ全体
として相殺させることが出来、これにより幾何学的主軸
Gと作用線のズレを補い、ねじれを生じさせず、たわみ
のみを生じさせることが可能となる。さらに請求項1に
記載のパイプ状構造物は、2種以上のプリプレグシート
を用いる必要がなく、繊維が周方向に連続しているた
め、充分な強度を有し製造も容易である。なお、プリプ
レグシートの巻付けを行う際には、巻付けにしたがって
既に巻かれた部分の外周が微増し、繊維の引き揃え方向
の周期的変化の周期長と微妙にずれることとなる。この
場合でも厚み方向の繊維方向が概ね一致しておれば力学
的異方性という効果が大きく損なわれることはないが、
請求項2に記載の発明のように、繊維補強層の内層から
外層に向かって各層の周長が微増するに従って繊維の引
き揃え方向の周期的変化の周期長を微増させることによ
り、厚み方向の繊維方向をより確実に一致させることが
出来る。
According to the first aspect of the present invention, the cycle length of the periodical change in the fiber alignment direction and the circumferential length of the fiber reinforcing layer are substantially the same. Thereby, the fiber directions of the layers constituting the fiber reinforcing layer can be made substantially the same in the thickness direction. On the other hand, when different parts on the same circumference are compared, it means that fiber reinforcing layers with different fiber directions are formed, and the balance of deformation of each part generated when an external force is applied is lost, so-called mechanical anisotropy. Sex can be achieved. That is, even when a load is applied so that the line of action intersects with the geometric main axis G of the pipe-shaped structure, the shear deformation of each part is not canceled out as a whole of the pipe, and it is possible to cause bending and twisting. . On the other hand, even when a load is applied so that the line of action does not intersect with the geometrical principal axis G of the pipe-shaped structure, the shear deformation of each part can be canceled out as a whole of the pipe, and thus the geometrical principal axis G It is possible to compensate for the deviation of the line of action, to prevent twisting, and to cause only bending. Further, the pipe-shaped structure according to claim 1 does not need to use two or more kinds of prepreg sheets, and the fibers are continuous in the circumferential direction, so that the pipe-shaped structure has sufficient strength and is easy to manufacture. In addition, when the prepreg sheet is wound, the outer circumference of the already wound portion slightly increases according to the winding, and is slightly deviated from the cycle length of the periodic change in the fiber alignment direction. Even in this case, the effect of mechanical anisotropy is not greatly impaired if the fiber directions in the thickness direction are substantially the same,
As in the invention according to claim 2, as the circumferential length of each layer slightly increases from the inner layer to the outer layer of the fiber-reinforced layer, the cycle length of the periodical change in the fiber alignment direction is slightly increased to thereby reduce the lengthwise direction. The fiber directions can be matched more reliably.

【0010】[0010]

【実施例】以下、実施例に従い本発明を詳説する。液状
のエポキシ樹脂に硬化剤を混合し、離型処理したシート
上に塗布した。この上に炭素繊維を連続的に供給した。
繊維供給元は供給方向に対して直角方向に揺動させ、繊
維が図1に示すように略正弦波状となるようにした。次
にこの上に離型処理されたシートを重ね合わせ、圧着ロ
ーラで圧着し、プリプレグシートを作成した。
EXAMPLES The present invention will be described in detail below with reference to examples. A curing agent was mixed with a liquid epoxy resin and applied on a release-treated sheet. Carbon fiber was continuously supplied on this.
The fiber supply source was swung in a direction perpendicular to the supply direction so that the fibers had a substantially sinusoidal shape as shown in FIG. Next, a release-treated sheet was superposed on this, and pressure-bonded with a pressure roller to prepare a prepreg sheet.

【0011】次にこのプリプレグシートを幅400ミリ
メートルに切断し、離型処理した直径16ミリメートル
のマンドレルに巻付け、12層積層させた。なお、プリ
プレグシートは第1層目の繊維の正弦波の周期長Lをマ
ンドレルの外周長と略同一としており、また第2層目以
降の繊維の正弦波の周期長は、プリプレグシートの積層
により外周長が大きくなるのに伴って、等差級数的に漸
増させている。従ってパイプの全ての位置において、積
層された各々の繊維の方向は概ね一致している。
Next, this prepreg sheet was cut into a width of 400 mm, wound around a release-treated mandrel having a diameter of 16 mm, and 12 layers were laminated. In the prepreg sheet, the period length L of the sine wave of the fiber of the first layer is substantially the same as the outer peripheral length of the mandrel, and the period length of the sine wave of the fibers of the second and subsequent layers is determined by the lamination of the prepreg sheets. As the perimeter length increases, it is gradually increased in an arithmetic series. Therefore, in all positions of the pipe, the directions of the laminated fibers are substantially the same.

【0012】得られた積層物にラッピングテープをスパ
イラルに巻き付けたのち、加熱して樹脂を硬化させ、マ
ンドレルを引き抜いてFRP製のパイプ状構造物を得
た。得られたFRP製のパイプ状構造物の平面図を第2
図に、正面図を第3図に示している。本発明に係るFR
P製のパイプ状構造物の作成は、従来の、2種以上のプ
リプレグシートを用いて作成するFRP製のパイプ状構
造物に比べ、極めて容易に作成することが出来た。
A wrapping tape was spirally wound around the obtained laminate and heated to cure the resin, and the mandrel was pulled out to obtain an FRP pipe-shaped structure. The second plan view of the obtained FRP pipe-shaped structure
A front view is shown in FIG. FR according to the present invention
The pipe-shaped structure made of P could be made extremely easily as compared with the conventional pipe-shaped structure made of FRP made by using two or more kinds of prepreg sheets.

【0013】上記FRP製のパイプ状構造物を第4図及
び第5図に示すように、一端を固定端1a、他端を自由
端1bとして、該自由端1bに対して図中矢印線で示す
ように、作用線がパイプ状構造物の幾何学的主軸Gと交
わるように荷重を加えると、図中鎖線で示すように、パ
イプ状構造物1は上記荷重によりたわみを生ずると共に
ねじれが生じた。なお第4図は、FRP製のパイプ状構
造物を、第3図と同じ方向から見ることとなるように設
置している。
As shown in FIGS. 4 and 5, the FRP pipe-shaped structure has one end as a fixed end 1a and the other end as a free end 1b, and the free end 1b is indicated by an arrow in the drawing. As shown, when a load is applied so that the line of action intersects with the geometric main axis G of the pipe-shaped structure, the pipe-shaped structure 1 is bent and twisted by the load as shown by the chain line in the figure. It was Note that, in FIG. 4, the pipe-shaped structure made of FRP is installed so that it can be seen from the same direction as in FIG.

【0014】一方、第6図及び第7図に示すように、上
記のFRP製のパイプ状構造物を、一端を固定端1a、
他端を自由端1bとして、該自由端1bに対して図中矢
印線で示すように、作用線がパイプ状構造物の幾何学的
主軸G上にない点Qにかかるように荷重を加えると、図
中鎖線で示すように、パイプ状構造物1は上記荷重によ
りたわみのみを生じ、ねじれは生じなかった。
On the other hand, as shown in FIGS. 6 and 7, one end of the above FRP pipe-shaped structure is fixed end 1a,
If the other end is set as the free end 1b and a load is applied to the free end 1b so that a line of action is applied to a point Q not on the geometric main axis G of the pipe-shaped structure, as indicated by an arrow line in the figure As shown by the chain line in the figure, the pipe-shaped structure 1 was only bent by the above load and was not twisted.

【0015】上記したように、請求項1及び2に記載の
パイプ状構造物は、繊維の引き揃え方向が周期的に変化
する連続繊維を用い、しかも繊維補強層を構成する各層
の繊維方向が厚み方向において略同一となっているた
め、力学的異方性を発揮する。また、繊維が周方向に連
続しているため、充分な強度を有し、製造が極めて容易
である。
As described above, the pipe-shaped structure according to the first and second aspects uses continuous fibers in which the fiber alignment direction changes periodically, and the fiber direction of each layer constituting the fiber reinforcement layer is Since they are substantially the same in the thickness direction, they exhibit mechanical anisotropy. Further, since the fibers are continuous in the circumferential direction, they have sufficient strength and are extremely easy to manufacture.

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

【図1】本発明の実施例に用いたプリプレグシートの一
部を示す図であって、繊維の引き揃えの状態を示す図で
ある。
FIG. 1 is a diagram showing a part of a prepreg sheet used in an example of the present invention, which is a diagram showing a state where fibers are aligned.

【図2】本発明の実施例のFRP製のパイプ状構造物の
平面図である。
FIG. 2 is a plan view of an FRP pipe-shaped structure according to an embodiment of the present invention.

【図3】本発明の実施例のFRP製のパイプ状構造物の
正面図である。
FIG. 3 is a front view of an FRP pipe-shaped structure according to an embodiment of the present invention.

【図4】本発明の実施例のFRP製のパイプ状構造物
の、曲げ試験の様子を示した図である。
FIG. 4 is a view showing a state of a bending test of a pipe-shaped structure made of FRP according to an example of the present invention.

【図5】本発明の実施例のFRP製のパイプ状構造物
の、曲げ試験の様子を示した図である。
FIG. 5 is a diagram showing a state of a bending test of a pipe-shaped structure made of FRP according to an example of the present invention.

【図6】本発明の実施例のFRP製のパイプ状構造物
の、曲げ試験の様子を示した図である。
FIG. 6 is a view showing a state of a bending test of a pipe-shaped structure made of FRP according to an example of the present invention.

【図7】本発明の実施例のFRP製のパイプ状構造物
の、曲げ試験の様子を示した図である。
FIG. 7 is a diagram showing a state of a bending test of a pipe-shaped structure made of FRP according to an example of the present invention.

【図8】従来の等方性材料製のパイプ状構造物の、曲げ
試験の様子を示した図である。
FIG. 8 is a view showing a state of a bending test of a conventional pipe-shaped structure made of an isotropic material.

【図9】従来の等方性材料製のパイプ状構造物の、曲げ
試験の様子を示した図である。
FIG. 9 is a diagram showing a state of a bending test of a conventional pipe-shaped structure made of an isotropic material.

【図10】従来の等方性材料製のパイプ状構造物の、曲
げ試験の様子を示した図である。
FIG. 10 is a view showing a state of a bending test of a conventional pipe-shaped structure made of an isotropic material.

【図11】従来の等方性材料製のパイプ状構造物の、曲
げ試験の様子を示した図である。
FIG. 11 is a diagram showing a state of a bending test of a conventional pipe-shaped structure made of an isotropic material.

【符号の説明】[Explanation of symbols]

1 パイプ状構造物 1a パイプ状構造物の固定端 1b パイプ状構造物の自由端 2 プリプレグシート 3 繊維 1 pipe-like structure 1a fixed end of pipe-like structure 1b free end of pipe-like structure 2 prepreg sheet 3 fiber

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 繊維の引き揃え方向が周期的に変化する
連続繊維を有するプリプレグシートを積層して形成され
る、繊維補強層を有するFRP製のパイプ状構造物であ
って、繊維の引き揃え方向の周期的変化の周期長と、繊
維補強層の周長とを略同一とすることにより、繊維補強
層を形成する各層の繊維方向が厚み方向において略同一
となっていることを特徴とするFRP製のパイプ状構造
物。
1. A FRP pipe-like structure having a fiber reinforcing layer, which is formed by laminating prepreg sheets having continuous fibers in which the fiber alignment direction changes periodically. By making the cycle length of the periodical change in the direction and the circumferential length of the fiber reinforcement layer substantially the same, the fiber directions of the layers forming the fiber reinforcement layer are substantially the same in the thickness direction. A pipe-shaped structure made of FRP.
【請求項2】 繊維補強層の内層から外層に向かって各
層の周長が微増するに従って、繊維の引き揃え方向の周
期的変化の周期長を微増させていることを特徴とする、
請求項1にFRP製のパイプ状構造物。
2. The cycle length of the periodical change in the fiber alignment direction is slightly increased as the circumferential length of each layer slightly increases from the inner layer to the outer layer of the fiber reinforcing layer.
The pipe-shaped structure made of FRP according to claim 1.
JP5089721A 1993-04-16 1993-04-16 FRP pipe structure Expired - Fee Related JP2568028B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5089721A JP2568028B2 (en) 1993-04-16 1993-04-16 FRP pipe structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5089721A JP2568028B2 (en) 1993-04-16 1993-04-16 FRP pipe structure

Publications (2)

Publication Number Publication Date
JPH06297456A JPH06297456A (en) 1994-10-25
JP2568028B2 true JP2568028B2 (en) 1996-12-25

Family

ID=13978637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5089721A Expired - Fee Related JP2568028B2 (en) 1993-04-16 1993-04-16 FRP pipe structure

Country Status (1)

Country Link
JP (1) JP2568028B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6222361U (en) * 1985-07-24 1987-02-10

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JPH06297456A (en) 1994-10-25

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