JP3124829B2 - Manufacturing method of concrete reinforcement - Google Patents

Manufacturing method of concrete reinforcement

Info

Publication number
JP3124829B2
JP3124829B2 JP04157438A JP15743892A JP3124829B2 JP 3124829 B2 JP3124829 B2 JP 3124829B2 JP 04157438 A JP04157438 A JP 04157438A JP 15743892 A JP15743892 A JP 15743892A JP 3124829 B2 JP3124829 B2 JP 3124829B2
Authority
JP
Japan
Prior art keywords
yarn
twisted
reinforcing fiber
resin
reinforcing material
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 - Lifetime
Application number
JP04157438A
Other languages
Japanese (ja)
Other versions
JPH05318452A (en
Inventor
孟 後藤
忠 横地
節夫 樫山
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.)
Mitsubishi Chemical Corp
Mitsubishi Rayon Co Ltd
Original Assignee
Mitsubishi Chemical Corp
Mitsubishi Rayon Co 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 Mitsubishi Chemical Corp, Mitsubishi Rayon Co Ltd filed Critical Mitsubishi Chemical Corp
Priority to JP04157438A priority Critical patent/JP3124829B2/en
Publication of JPH05318452A publication Critical patent/JPH05318452A/en
Application granted granted Critical
Publication of JP3124829B2 publication Critical patent/JP3124829B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2022Strands coreless
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2024Strands twisted
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2024Strands twisted
    • D07B2201/2029Open winding
    • D07B2201/2031Different twist pitch
    • D07B2201/2032Different twist pitch compared with the core
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2036Strands characterised by the use of different wires or filaments
    • D07B2201/2037Strands characterised by the use of different wires or filaments regarding the dimension of the wires or filaments
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2501/00Application field
    • D07B2501/20Application field related to ropes or cables
    • D07B2501/2015Construction industries
    • D07B2501/2023Concrete enforcements

Landscapes

  • Ropes Or Cables (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (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】本発明は繊維強化プラスチックか
らなるコンクリート用補強材の製造法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a reinforcing material for concrete made of fiber reinforced plastic.

【0002】[0002]

【従来の技術】線状の繊維強化プラスチック(以下、F
RPロッドと称す) をコンクリート用補強材として利用
することが試みられているが、このとき問題となるの
は、FRPロッドとコンクリートの付着力が低いことで
ある。この解決手段として a FRPロッド表面に、凹凸形状を樹脂の硬化に際し
て賦型すること。例えば、特開昭63−138052号
公報 b FRPロッド表面に糸条体を巻付け硬化すること。
例えば、特開昭63−139735号公報 c FRPロッドの構成に際し、表面が凹凸になる様な
編組構造を採用すること。例えば、特開昭61−290
150号公報 等が提案されている。
2. Description of the Related Art Linear fiber reinforced plastics (hereinafter referred to as F
Attempts have been made to use RP rods (referred to as RP rods) as a reinforcing material for concrete, but the problem here is that the adhesion between the FRP rods and concrete is low. As a means for solving the problem, a. An uneven shape is formed on the surface of the FRP rod when the resin is cured. For example, JP-A-63-138052 (b) A thread is wound around the surface of an FRP rod and cured.
For example, in the construction of the FRP rod, a braided structure having an uneven surface is adopted. For example, JP-A-61-290
No. 150 has been proposed.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、これら
の方法は何れも次の様な問題点があり満足すべきものと
は言えない。即ち、aの方法は補強繊維の直線状が維持
出来ないため強度の利用率が低い。bの方法は、巻付け
た糸条と強化繊維の間で、剪断力によるスリップが生じ
十分な付着効果が得られない。cの方法は、aの方法同
様強度、弾性率の利用率が低く、かつコンクリートの付
着に十分な大きさの凹凸が得られない。本発明は、基本
的には上記、bに示された構造に於てより高い剪断力に
耐えうる補強材を提供しようとするものである。
However, all of these methods have the following problems and cannot be said to be satisfactory. That is, in the method a, the linearity of the reinforcing fibers cannot be maintained, so that the utilization rate of strength is low. In the method b, slip occurs due to shearing force between the wound yarn and the reinforcing fiber, and a sufficient adhesion effect cannot be obtained. In the method (c), the utilization of the strength and the elastic modulus is low as in the method (a), and irregularities large enough for the adhesion of concrete cannot be obtained. The present invention basically seeks to provide a reinforcement capable of withstanding higher shear forces in the structure shown in b above.

【0004】[0004]

【課題を解決するための手段】本発明は、熱硬化性樹脂
を含浸した未硬化状態の強化繊維糸条の外周に、熱硬化
性樹脂が含浸された未硬化状態の糸条を巻付けてなる糸
条体を、複数本引揃え加撚した後、加熱して熱硬化性樹
脂を硬化することを特徴とするコンクリート用補強材の
製造法にある。
According to the present invention, an uncured yarn impregnated with a thermosetting resin is wound around an outer periphery of an uncured reinforcing fiber yarn impregnated with a thermosetting resin. A method for producing a reinforcing material for concrete, characterized in that a plurality of filaments are drawn, twisted, and then heated to cure a thermosetting resin.

【0005】以下、本発明を詳細に説明する。前記の従
来の技術bで示された強化繊維糸条の外周に1本又はそ
れ以上の糸条を巻付けることによって強化繊維糸条の表
面に凹凸を付与する方法に於て、強化繊維を巻付けられ
た糸条との接着は、用いられる樹脂によって接着してい
るのみであって強化繊維糸条に発生した応力に対してそ
の接着力はあまりにも低くその結果、巻付糸条と強化繊
維糸条の接着部で破壊が生じ強化繊維糸条が素抜ける現
象が発生する。
Hereinafter, the present invention will be described in detail. In the method of forming irregularities on the surface of the reinforcing fiber yarn by winding one or more yarns around the outer periphery of the reinforcing fiber yarn shown in the above-mentioned prior art b, the reinforcing fiber is wound. Adhesion with the attached yarn is caused only by the resin used, and the adhesive force is too low with respect to the stress generated in the reinforcing fiber yarn. As a result, the wound yarn and the reinforcing fiber Breakage occurs at the bonding portion of the yarn, and a phenomenon occurs in which the reinforcing fiber yarn comes off.

【0006】本発明は、特殊な加撚構造を採用すること
により、応力が付加されたとき、強化繊維糸条とその外
周に巻付けられた糸条との間に圧力を発生せしめ、強化
繊維糸条と凸部を形成する巻付けられた糸条が一体とな
って、強化繊維糸条の素抜けが発生しにくい構造を実現
する。
The present invention employs a special twisted structure to generate a pressure between a reinforcing fiber yarn and a yarn wound around the outer periphery thereof when stress is applied, whereby the reinforcing fiber is formed. The yarn and the wound yarn forming the convex portion are integrated to realize a structure in which the reinforcing fiber yarn hardly comes off.

【0007】以下、図面により詳細に説明する。図1
に、本発明に用いられる熱硬化性樹脂が含浸され、未硬
化状態にある強化繊維糸条(1) の外周に、熱硬化性樹
脂が含浸された糸条(2) を巻付けた第1段階の加撚体
(3) の1例を示す。
The following is a detailed description with reference to the drawings. FIG.
In addition, the thermosetting resin used in the present invention is impregnated, and the uncured reinforcing fiber yarn (1) is wound around the outer periphery of the thermosetting resin-impregnated yarn (2). One example of the twisted body (3) in the stage is shown.

【0008】この様な構造は、従来の技術例えば特開昭
63−138052号公報に開示される如く公知の構造
である。この図1に示された構造は、そのままでは前述
の如く強化繊維糸条(1) に応力が発生したとき強化繊
維糸条(1) は、巻付けられた糸条(2) から容易に素
抜けてしまう。
Such a structure is a known structure as disclosed in the prior art, for example, JP-A-63-138052. The structure shown in FIG. 1 is such that when a stress is generated in the reinforcing fiber yarn (1) as described above, the reinforcing fiber yarn (1) is easily separated from the wound yarn (2). I will fall out.

【0009】本発明にあっては、図1に示された構造に
於て、強化繊維糸条(1) は一般には高強度を有する繊
維であり、その糸条の性質は特に限定されないが、好ま
しくはその外周に巻付けられる糸条(2) の巻付方向に
反対方向の撚方向の撚を持つことが好ましい。
In the present invention, in the structure shown in FIG. 1, the reinforcing fiber yarn (1) is generally a fiber having high strength, and the properties of the yarn are not particularly limited. It is preferable to have a twist in the twist direction opposite to the winding direction of the yarn (2) wound around the outer periphery thereof.

【0010】また、補強材の凸部を形成する糸条(2)
は、一般には強化繊維糸条(1) より小さい直径を有す
る糸条であるが、巻付けられる本数その種類、その太
さ、撚数、撚方向を限定するものではない。撚数につい
ては撚角度(糸条の方向と糸条を構成する繊維のなす角
度) が15°以上であることが好ましい。本発明に用い
ることのできる繊維としては、炭素繊維、アラミド繊
維、ガラス繊維、ボロン繊維などが好適である。
[0010] Further, a yarn (2) forming a convex portion of the reinforcing material
Is a yarn having a diameter smaller than that of the reinforcing fiber yarn (1), but the number of windings, the thickness, the number of twists, and the direction of twist are not limited. As for the number of twists, the twist angle (the angle between the direction of the yarn and the fiber constituting the yarn) is preferably 15 ° or more. Suitable fibers that can be used in the present invention include carbon fibers, aramid fibers, glass fibers, and boron fibers.

【0011】図1に示された第1段階の加撚体(3) を
得るに際して、強化繊維糸条(1)及び外周に巻付けら
れ凸部を形成する糸条(2) は、樹脂含浸を完全にする
ために加撚又は巻付けに先立って、樹脂含浸が行われ
る。この含浸に用いられる樹脂は熱硬化性樹脂が用いら
れる。樹脂はその種類を限定するものではないが、エポ
キシ樹脂、マレイミド樹脂、ポリイミド樹脂が適し、糸
条(1) ,(2) に用いられる樹脂は同一のものである
ことが好ましい。
In obtaining the first-stage twisted body (3) shown in FIG. 1, the reinforcing fiber yarn (1) and the yarn (2) wound around the outer periphery to form a convex portion are impregnated with resin. Prior to twisting or winding, a resin impregnation is performed to complete the process. As the resin used for the impregnation, a thermosetting resin is used. The type of the resin is not limited, but an epoxy resin, a maleimide resin, and a polyimide resin are suitable, and the resins used for the yarns (1) and (2) are preferably the same.

【0012】図1に例示された構造を持つ第1段階の加
撚体(3) は、次いで複数本引揃えられた上、全体が加
撚される。この時、糸条(2) が強化繊維糸条(1) の
表面から離脱させないことが必要であり、下記の条件で
加撚することによって具体化することが出来る。 A 糸条(2) の糸条(1) に対する巻付方向と、複数
本の引揃撚の方向を一致させること。 B 糸条(2) の巻付方向と複数本の引揃撚の方向が一
致しない場合、或は一致しない巻付方向が存在するとき
はその巻付方向にさらに加撚し、その後複数本引揃え前
記加撚方向と反対方向の加撚を行うこと。
The first-stage twisted body (3) having the structure illustrated in FIG. 1 is then aligned and then twisted as a whole. At this time, it is necessary that the yarn (2) does not separate from the surface of the reinforcing fiber yarn (1), and this can be embodied by twisting under the following conditions. A. The winding direction of the yarn (2) with respect to the yarn (1) and the direction of the plurality of twisting twists should be matched. B If the winding direction of the yarn (2) does not match the direction of the plurality of twisting twists, or if there is an inconsistent winding direction, further twisting is performed in the winding direction. Alignment Twisting in the direction opposite to the twisting direction is performed.

【0013】かくして得た補強材の1例を図2,図3に
例示する。図2は、図1に示す第1段階の加撚体(3)
を3本引揃え前記Aの条件で加撚した補強材を示し、図
3は、前記Bの条件で加撚した補強材の外観図を示すも
のであるが引揃本数を特に限定するものではない。図
2、図3に示された糸条の加撚体は、次いで加撚体に張
力が与えられた条件下で加熱して熱硬化性樹脂の硬化を
行う。
One example of the reinforcing material thus obtained is illustrated in FIGS. FIG. 2 is a first-stage twisted body (3) shown in FIG.
3 shows a reinforcing material twisted under the condition of A, and FIG. 3 shows an appearance view of the reinforcing material twisted under the condition of B. However, FIG. Absent. The twisted body of the yarn shown in FIGS. 2 and 3 is then heated under the condition that the twisted body is given tension to cure the thermosetting resin.

【0014】[0014]

【作用】本発明の加撚体構造の利点は、加撚及び張力よ
り糸条内部に含浸された樹脂が絞り出され、表面が樹脂
リッチとなり、糸条(1) ,(2) の結合が強固に行い
うる。又、補強材に引張応力が発生した時、複数本の糸
条(1) 間に補強材中心に向う圧力が発生しこの圧力
は、糸条(2) を糸条(1) に圧着する圧力となって、
糸条(1) ,(2) の結合がさらに強化される。特に図
3に示された構造は、補強材に発生する応力(糸条
(1) の方向) と凸部を形成する方向(糸条(2) の方
向) との成す角度が大きく、コンクリートとの付着効果
が大きい。
The advantage of the twisted body structure of the present invention is that the resin impregnated inside the yarn is squeezed out by twisting and tension, the surface becomes rich in resin, and the bond between the yarns (1) and (2) is strong. Can be performed. Further, when tensile stress is generated in the reinforcing material, a pressure toward the center of the reinforcing material is generated between the plurality of yarns (1), and this pressure is a pressure for pressing the yarn (2) against the yarn (1). Become
The connection between the yarns (1) and (2) is further strengthened. In particular, the structure shown in FIG. 3 has a large angle between the stress (the direction of the yarn (1)) generated in the reinforcing material and the direction of forming the convex portion (the direction of the yarn (2)). Great adhesion effect.

【0015】[0015]

【実施例】以下、実施例によりさらに説明する。 実施例1 直径7〜8μの炭素繊維を約12000本集束した炭素
繊維トウを10本集束し、エポキシ樹脂を樹脂含有率3
5%となる様に含浸した。この糸条は、加撚するに十分
な柔軟性を有するものであり、この糸条に1m当たりS
方向に10回の加撚を行い、図1に於ける糸条(1) と
した。
The present invention will be further described below with reference to examples. Example 1 Ten carbon fiber tows in which about 12,000 carbon fibers having a diameter of 7 to 8 μ were bundled were bundled, and an epoxy resin having a resin content of 3 was used.
It was impregnated to 5%. This yarn has sufficient flexibility for twisting.
Twisting was performed 10 times in the direction to obtain the yarn (1) in FIG.

【0016】別に、前記炭素繊維トウを3本集束し、同
様に樹脂を含浸した後、撚角度が25°となる様にZ方
向に加撚し、図1に示す糸条(2) を作成し、前記糸条
(1) の外周に前記糸条(2) を1m当たり80回の巻
ピッチでZ方向に巻付け図1に示す外観を有する第1段
階の加撚体(3) を得た。次いで、この第1段階の加撚
体(3) を3本引揃え、Z方向に1m当たり10回の加
撚を行い、2図に示された外観を有する加撚体を得た。
この加撚体を10Kgの張力をかけた状態で、熱硬化性
樹脂の硬化のため130℃,30分の加熱処理を行っ
た。その結果、加えられた張力と糸条に加えられた撚に
より熱硬化性樹脂が各糸条表面に絞り出され、糸条
(1) ,(2) が強固に固定された補強材を得た。
Separately, three carbon fiber tows are bundled, similarly impregnated with a resin, and then twisted in the Z direction so that the twist angle becomes 25 °, thereby producing a yarn (2) shown in FIG. Then, the yarn (2) is wound around the outer periphery of the yarn (1) at a winding pitch of 80 times per meter in the Z direction to obtain a first-stage twisted body (3) having the appearance shown in FIG. Was. Next, three twisted bodies (3) in the first stage were aligned and twisted 10 times per meter in the Z direction to obtain a twisted body having the appearance shown in FIG.
The twisted body was subjected to a heat treatment at 130 ° C. for 30 minutes to cure the thermosetting resin while applying a tension of 10 kg. As a result, the thermosetting resin was squeezed out to the surface of each yarn by the applied tension and the twist applied to the yarn to obtain a reinforcing material in which the yarns (1) and (2) were firmly fixed. .

【0017】実施例2 実施例1と同様に糸条(1) 及び(2) を得た。但し本
実施例では、糸条(1) の外周に糸条(2) はS方向に
1m当たり80回のピッチで巻付け、この糸条をS方向
に1m当たり10回の加撚を行い、第1段階の加撚体
(3) を得た。次いで、この加撚体(3) を3本引揃
え、Z方向に1m当たり10回の加撚を行い、図3に示
された外観を有する加撚体を得、次いでこの加撚体を実
施例1と同様の加熱処理を行い補強材を得た。この補強
材もやはり糸条(1) ,(2) が強固に固着し、かつ樹
脂の絞り出しも十分に行われており、補強材として満足
すべきものであった。
Example 2 In the same manner as in Example 1, yarns (1) and (2) were obtained. However, in this embodiment, the yarn (2) is wound around the outer periphery of the yarn (1) at a pitch of 80 times per meter in the S direction, and the yarn is twisted 10 times per meter in the S direction. A first-stage twisted body (3) was obtained. Next, three twisted bodies (3) are aligned and twisted 10 times per meter in the Z direction to obtain a twisted body having the appearance shown in FIG. The same heat treatment as in Example 1 was performed to obtain a reinforcing material. Also in this reinforcing material, the yarns (1) and (2) were firmly fixed and the resin was sufficiently squeezed out, so that the reinforcing material was satisfactory.

【0018】[0018]

【発明の効果】本発明で得られるのコンクリート補強材
は、凸部を形成する糸条(2) と補強繊維糸条(1) と
が強固に結合され、糸条(1) の素抜け抵抗が大巾に向
上する利点がある。
According to the concrete reinforcing material obtained by the present invention, the yarn (2) forming the convex portion and the reinforcing fiber yarn (1) are firmly connected to each other, and the resistance of the yarn (1) to pull-out is reduced. However, there is an advantage that it greatly improves.

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

【図1】本発明の補強材を得るための第1段階の加撚体
構造の外観図である。
FIG. 1 is an external view of a first-stage twisted body structure for obtaining a reinforcing material of the present invention.

【図2】第1段階の加撚体を複数本引揃え全体を加撚し
たときの外観図である。
FIG. 2 is an external view when a plurality of first-stage twisted bodies are aligned and twisted as a whole.

【図3】第1段階の加撚体を複数本引揃え全体を加撚し
たときの他の例の外観図である。
FIG. 3 is an external view of another example when a plurality of first-stage twisted bodies are aligned and twisted as a whole.

【符号の説明】[Explanation of symbols]

1 強化繊維糸条 2 凸部を形成するための糸条 3 第1段階の加撚体 DESCRIPTION OF SYMBOLS 1 Reinforcing fiber yarn 2 Yarn for forming a convex part 3 First-stage twisted body

───────────────────────────────────────────────────── フロントページの続き (72)発明者 樫山 節夫 愛知県名古屋市東区砂田橋四丁目1番60 号 三菱レイヨン株式会社 商品開発研 究所内 (58)調査した分野(Int.Cl.7,DB名) B28B 23/02 D02G 3/44 D07B 1/16 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Setsuo Kashiyama 4-160 Sunadabashi, Higashi-ku, Nagoya-shi, Aichi Mitsubishi Rayon Co., Ltd. Product Development Laboratory (58) Field surveyed (Int. Cl. 7 , DB name) ) B28B 23/02 D02G 3/44 D07B 1/16

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 熱硬化性樹脂を含浸した未硬化状態の強
化繊維糸条の外周に、熱硬化性樹脂を含浸した未硬化状
態の糸条を巻付けてなる糸条体を、複数本引揃え加撚し
た後、熱硬化性樹脂を硬化することを特徴とするコンク
リート用補強材の製造法。
An uncured reinforcing fiber yarn impregnated with a thermosetting resin is wound around an uncured yarn impregnated with a thermosetting resin. A method for producing a reinforcing material for concrete, comprising curing a thermosetting resin after uniform twisting.
JP04157438A 1992-05-25 1992-05-25 Manufacturing method of concrete reinforcement Expired - Lifetime JP3124829B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04157438A JP3124829B2 (en) 1992-05-25 1992-05-25 Manufacturing method of concrete reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04157438A JP3124829B2 (en) 1992-05-25 1992-05-25 Manufacturing method of concrete reinforcement

Publications (2)

Publication Number Publication Date
JPH05318452A JPH05318452A (en) 1993-12-03
JP3124829B2 true JP3124829B2 (en) 2001-01-15

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JP04157438A Expired - Lifetime JP3124829B2 (en) 1992-05-25 1992-05-25 Manufacturing method of concrete reinforcement

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Country Link
JP (1) JP3124829B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004108623A2 (en) * 2003-06-04 2004-12-16 Verline Inc. A method and apparatus of curing concrete structures

Also Published As

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JPH05318452A (en) 1993-12-03

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