JP2002213048A - Composite strand, composite cable, and its using method - Google Patents

Composite strand, composite cable, and its using method

Info

Publication number
JP2002213048A
JP2002213048A JP2001010048A JP2001010048A JP2002213048A JP 2002213048 A JP2002213048 A JP 2002213048A JP 2001010048 A JP2001010048 A JP 2001010048A JP 2001010048 A JP2001010048 A JP 2001010048A JP 2002213048 A JP2002213048 A JP 2002213048A
Authority
JP
Japan
Prior art keywords
composite
strand
weather
resistant
steel
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.)
Granted
Application number
JP2001010048A
Other languages
Japanese (ja)
Other versions
JP3466155B2 (en
Inventor
Yoshiteru Suzuki
義晃 鈴木
Hiroshi Sakai
博士 酒井
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.)
PS Corp
Original Assignee
PS Corp
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 PS Corp filed Critical PS Corp
Priority to JP2001010048A priority Critical patent/JP3466155B2/en
Publication of JP2002213048A publication Critical patent/JP2002213048A/en
Application granted granted Critical
Publication of JP3466155B2 publication Critical patent/JP3466155B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B7/00Details of, or auxiliary devices incorporated in, rope- or cable-making machines; Auxiliary apparatus associated with such machines
    • D07B7/16Auxiliary apparatus
    • D07B7/167Auxiliary apparatus for joining rope components
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B7/00Details of, or auxiliary devices incorporated in, rope- or cable-making machines; Auxiliary apparatus associated with such machines
    • D07B7/16Auxiliary apparatus
    • D07B7/169Auxiliary apparatus for interconnecting two cable or rope ends, e.g. by splicing or sewing
    • 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

  • Reinforcement Elements For Buildings (AREA)
  • Ropes Or Cables (AREA)
  • Wire Processing (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a composite strand, which solves a fixing difficulty as a single defect of a continuous fiber reinforcing material, is easy to convey, handle, and install without requiring a special large-diameter sheath, and abounds in weather resistance and corrosion resistance at a low cost. SOLUTION: Strands 11 and 21 of a weather-resistant steel stranded wire for prestressed concrete 10 and the continuous fiber reinforcing material 20 are abutted together at different positions in the longitudinal direction and combined into a stranded wire-like continuous wire to form a connection section 30. A reinforcing fiber sheet coated with a resin is spirally and tightly wound on the outer periphery of the connection section 30, and the sheet surface is heated and cured with the resin to form this composite strand 1.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、プレストレストコ
ンクリートの緊張力導入に用いる緊張材及びその使用方
法に関し、さらに詳しくは、耐候性PC鋼より線と、連
続繊維補強材とを接合して形成した複合ストランド、複
合ケーブル及びその使用方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tendon used for introducing tension in prestressed concrete and a method of using the same. The present invention relates to a composite strand, a composite cable, and a method for using the same.

【0002】[0002]

【従来の技術】プレストレストコンクリートにプレスト
レスを導入する緊張材としては、通常、PC鋼材が用い
られる。PC鋼材は、鋼製であるため、一般的なもので
は腐食性雰囲気など使用条件に対して、十分な耐食性、
耐候性を期待できない場合がある。
2. Description of the Related Art As a tendon for introducing prestress into prestressed concrete, PC steel is usually used. Since PC steel is made of steel, it generally has sufficient corrosion resistance against operating conditions such as corrosive atmosphere,
In some cases, weather resistance cannot be expected.

【0003】耐候性を有するPC緊張材としては、耐候
性PC鋼より線、エポキシ樹脂被覆PC鋼材、アルミニ
ウム又は亜鉛メッキPC鋼材、ステンレスPC鋼材など
がある。また、耐候性を有する他の緊張材として、連続
繊維補強材がある。連続繊維補強材とは土木学会の用語
であって、炭素繊維、アラミド繊維、ガラス繊維等で強
化した樹脂から成る繊維補強材料をいう。これらは新素
材として使われている。これらの新素材は、軽量、高耐
食性、高強度、低磁性などの優位性があるほか、従来の
PC鋼材と比較して、機械的、物理的諸特性にも安定性
があり、緊張を行う強度部材として認知されている。た
だ、強度的に唯一の弱点は、剪断に弱いことである。剪
断強さは一般鋼材に比べて.1/4〜1/5と低く、そ
のため.取扱に特別な注意を払う必要がある。
[0003] Examples of the weather-resistant PC tendon include a weather-resistant PC steel strand, an epoxy resin-coated PC steel, an aluminum or galvanized PC steel, and a stainless steel PC steel. Another tension member having weather resistance is a continuous fiber reinforcement. The term "continuous fiber reinforcement" is a term of the Japan Society of Civil Engineers, and refers to a fiber reinforcement material made of a resin reinforced with carbon fiber, aramid fiber, glass fiber, or the like. These are used as new materials. These new materials have advantages such as light weight, high corrosion resistance, high strength, and low magnetism, and have more stable mechanical and physical properties than conventional PC steels, and strain. It is recognized as a strength member. However, the only weak point in terms of strength is that it is susceptible to shearing. Shear strength is higher than that of general steel. Low as 1/4 to 1/5. Special attention must be paid to handling.

【0004】一般のPC鋼より線を緊張定着する場合、
内面に歯形加工をした「くさび」を用いてPC鋼より線
を直接つかみ、緊張、定着を任意の位置で行っている。
一方、連続繊維補強材は、前記のごとく、剪断強さが小
さいため、「くさび」で直接、新素材を掴んで定着する
など過度の剪断力を付加することが出来ない。その対策
として、外周にネジを切削加工した鋼製の中空円筒状の
外筒管のなかに新素材を挿入し、樹脂等の充填材を入
れ、接着と付着効果により、外筒管と新素材とを一体化
し、ステンレス鋼製外筒管のネジとステンレス製ナット
の組合せにより緊張定着を行っている。このような技術
によれば、新素材と鋼製外筒管との一体化加工は工場で
行うこととなるため、緊張による線材自身の伸びと実際
の線材の長さとを調整する必要があり、事前に正確な加
工長さを設定し、定着部を工場で手作りで製作をしてい
る。
[0004] When tensioning and fixing a general PC steel strand,
Using a "wedge" with a tooth profile formed on the inner surface, a PC steel stranded wire is directly grasped, and tensioning and fixing are performed at any position.
On the other hand, since the continuous fiber reinforcing material has low shear strength as described above, it is not possible to apply an excessive shear force such as directly gripping and fixing a new material with a “wedge”. As a countermeasure, insert a new material into a hollow cylindrical outer cylindrical tube made of steel with a thread cut on the outer periphery, add a filler such as resin, and bond the new tube with the new material by adhesion and adhesion effects. And tension fixing is performed by a combination of a stainless steel outer tube pipe screw and a stainless steel nut. According to such a technology, since the integration of the new material and the steel outer tube is performed at the factory, it is necessary to adjust the elongation of the wire itself due to tension and the actual length of the wire, The exact processing length is set in advance, and the fixing unit is manufactured by hand at the factory.

【0005】[0005]

【発明が解決しようとする課題】以上の技術では、以下
の課題があった。 1.鋼製外筒管長さは、線材の全長に応じて伸びが異な
るので、長さが変化することになり、従って、適用する
線材の長さに限界がある。 2.鋼製外筒管の直径に限界があるため、新素材の大耐
力化に限界がある。 3.鋼製外筒管を取付けたケーブルは、工場製作のた
め、現場での長さの調整はできない。 4.鋼製外筒管を取付けたケーブルは運搬取り扱い費が
高い。 5.鋼製外筒管を取付けたケーブルを通過させることが
できる太径シースを、構造物に埋め込んでおかねばなら
ない。このため、シースの材料、据え付けのコストが余
分にかかる。 6.重い鋼製外筒管を取付けたケーブルの据え付けに、
特別な機材を使う必要がある。また、鋼製外筒管がある
ため緊張ジャッキ据え付け作業が複雑になる。これらに
起因して、ハンドリングの作業時間とそのコストが余分
にかかる。 7.緊張後突出した鋼製外筒管を保護する防錆カバー
が、太く長くなり、コストが余分にかかる。 8.鋼製外筒管の製作および加工のコストが高い。
The above techniques have the following problems. 1. Since the length of the steel outer tube varies in accordance with the total length of the wire, the length changes, and therefore, there is a limit to the length of the wire to be applied. 2. There is a limit in the diameter of the steel outer tube, so there is a limit in increasing the yield strength of the new material. 3. The length of the cable with the steel outer tube attached cannot be adjusted on site because it is manufactured at the factory. 4. Cables with steel outer tubes are expensive to transport and handle. 5. A large diameter sheath through which the cable with the steel outer tube attached can pass must be embedded in the structure. For this reason, the cost of the material of the sheath and the installation is extra. 6. For installation of cables with heavy steel outer tube,
You need to use special equipment. In addition, the installation work of the tension jack becomes complicated due to the steel outer tube. Due to these, handling work time and cost are extra. 7. The anticorrosion cover that protects the steel outer tube that protrudes after tensioning becomes thicker and longer, resulting in additional costs. 8. The cost of manufacturing and processing steel outer tube is high.

【0006】本発明は以上の問題点を解決した複合スト
ランド、複合ケーブル及びその使用方法を提供すること
を目的とする。
An object of the present invention is to provide a composite strand, a composite cable and a method for using the same, which solve the above problems.

【0007】[0007]

【課題を解決するための手段】本発明は、上記問題点を
解決するためになされたもので、PC鋼材と樹脂補強繊
維緊張材のそれぞれ利点を発揮させ、欠点を打ち消すよ
うに巧妙に組み合わせ、これらの技術を有効に活用し
て、適用範囲を大幅に拡大することを目的とし、耐候性
PC鋼より線及び連続繊維補強材で構成した耐候性ハイ
ブリッドより線からなる複合ストランド、複合ケーブ
ル、及びその使用方法を提供する。
DISCLOSURE OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and the present invention has been devised to achieve the advantages of a PC steel material and a resin-reinforced fiber tension material, and to skillfully combine them so as to negate the disadvantages. With the aim of effectively utilizing these technologies to greatly expand the applicable range, composite strands, composite cables consisting of weather-resistant hybrid strands composed of weather-resistant PC steel strands and continuous fiber reinforcement, and Provides its use.

【0008】すなわち本発明は、耐候性PC鋼より線及
び連続繊維補強材の各素線を長手方向の異なる位置でそ
れぞれ突き合わせて撚り線状の連続線材に組み上げ、耐
候性PC鋼より線及び連続繊維補強材の連結部を形成
し、該連結部外周に、樹脂を塗布した補強繊維シートを
螺旋状に緊密に巻き付け、該シート表面の樹脂を加熱冷
却して硬化させ、耐候性PC鋼より線と連続繊維補強材
とを連結してなることを特徴とする複合ストランドであ
る。
That is, according to the present invention, a weather-resistant PC steel stranded wire and a continuous fiber reinforcing material are butt-joined at different positions in the longitudinal direction to form a stranded continuous wire. A connecting portion of a fiber reinforcing material is formed, and a reinforcing fiber sheet coated with a resin is spirally tightly wound around the connecting portion, and the resin on the surface of the sheet is heated and cooled to be hardened. And a continuous fiber reinforcing material.

【0009】この場合に、前記シートの巻き付けに代わ
り、前記連結部外周に微小隙間をもって遊嵌する耐候性
チューブを外嵌し、その内部に樹脂を加圧充填し、耐候
性PC鋼より線と連続繊維補強材とを連結して構成して
もよい。なお、前記耐候性PC鋼より線と連続繊維補強
材が7本より線又は19本より線とした場合、効果的に
この複合ストランドを実現することができる。
In this case, instead of winding the sheet, a weather-resistant tube, which is loosely fitted with a small gap around the outer periphery of the connecting portion, is externally fitted, and the inside thereof is filled with a resin under pressure, and the weather-resistant PC steel stranded wire is formed. You may connect and connect with a continuous fiber reinforcement. When the weather-resistant PC steel strand and the continuous fiber reinforcing material are made of 7 strands or 19 strands, this composite strand can be effectively realized.

【0010】また本発明の第2の発明に係る複合ストラ
ンドは、耐候性PC鋼より線及び連続繊維補強材をそれ
ぞれ連結部長さ分の撚りを解き、解いた素線をそれぞれ
スペーサの孔に通してスペーサを連結部の始終箇所に位
置させ、耐候性PC鋼より線及び連続繊維補強材の撚り
を解いた素線同士を長手方向に互いに重複させて並列に
配置し、耐候性PC鋼より線及び連続繊維補強材の連結
部を形成し、前記スペーサに外嵌する耐候性チューブで
スペーサ及び連結部外周を覆い、該チューブの内部に樹
脂を充填し、耐候性PC鋼より線と連続繊維補強材とを
連結してなることを特徴とする複合ストランドである。
この複合ストランドは、素線を突き合わせて形成した前
記複合ストランドに比し、連結部の外径が大きくなる
が、製作容易で信頼性が高いと言う利点がある。
In the composite strand according to the second aspect of the present invention, the weather-resistant PC steel strand and the continuous fiber reinforcing material are each untwisted by the length of the connecting portion, and the unraveled strands are respectively passed through the holes of the spacer. The spacer is positioned at the beginning and end of the connecting part, and the weather-resistant PC steel strand and the untwisted strands of the continuous fiber reinforcing material are arranged in parallel in the longitudinal direction so as to overlap each other, and the weather-resistant PC steel strand is And forming a connecting portion of the continuous fiber reinforcing material, covering the outer periphery of the spacer and the connecting portion with a weather-resistant tube externally fitted to the spacer, filling the inside of the tube with a resin, reinforcing the weather-resistant PC steel strand and the continuous fiber. It is a composite strand characterized by connecting materials.
This composite strand has a larger outer diameter of the connecting portion than the composite strand formed by abutting the strands, but has the advantage of being easy to manufacture and having high reliability.

【0011】次に、本発明の第3の発明は、上記何れか
の複合ストランド3本〜20本を、複合ストランドの連
結部の始終箇所に位置した2枚のスペーサの孔を貫通さ
せて平行配置し、スペーサに外嵌する内径を有する耐候
性チューブでスペーサ及び連結部を覆い、覆いの内部に
樹脂を充填して形成した複数本の複合ストランドからな
ることを特徴とする複合ケーブルを提供する。この複合
ケーブルは、多数の複合ストランドをテンドンとして用
いる場合に効果的である。
Next, in a third aspect of the present invention, there is provided a method according to a third aspect of the present invention, wherein any of the three to twenty composite strands described above is parallelized by penetrating through holes of two spacers located at the beginning and end of a connecting portion of the composite strand. A composite cable is provided, comprising a plurality of composite strands which are arranged and covered with a weather-resistant tube having an inner diameter fitted to the spacer and having an inner diameter, and filled with resin inside the cover. . This composite cable is effective when a large number of composite strands are used as tendons.

【0012】さらに本発明は、上記何れかの複合ストラ
ンド又は複合ケーブルを緊張材として用い、PC鋼材の
部分に緊張定着装置を配設して緊張することを特徴とす
る複合ストランド又は複合ケーブルの使用方法を提供す
る。このことによって本発明の複合ストランド又は複合
ケーブルは、連続繊維補強材に比べて定着が容易とな
る。また、これらの複合ストランド又は複合ケーブルを
用い、PC鋼材の部分で、前記複合ストランド同士又は
前記複合ケーブル同士の接続を行うことを特徴とする複
合ストランド又は複合ケーブルの使用方法を提供する。
このことによって本発明の複合ストランド又は複合ケー
ブルは、連続繊維補強材のみの場合に比べてストランド
又はケーブルの結合が容易となる。
Further, the present invention provides a use of a composite strand or a composite cable, wherein any one of the above-mentioned composite strands or composite cables is used as a tension member, and a tension fixing device is disposed at a portion of the PC steel to tension the composite strand. Provide a way. As a result, the composite strand or composite cable of the present invention can be easily fixed as compared with the continuous fiber reinforcement. The present invention also provides a method of using the composite strand or the composite cable, wherein the composite strand or the composite cable is connected to each other at a PC steel part by using the composite strand or the composite cable.
As a result, the composite strand or composite cable of the present invention facilitates the connection of the strand or cable as compared with the case where only the continuous fiber reinforcement is used.

【0013】[0013]

【発明の実施の形態】以下図面を参照して本発明の実施
の形態を説明する。図1は本発明の実施例を示す複合ス
トランドの構造を示す側面図で、被覆を施す前の状態を
示すものである。耐候性PC鋼より線10と、連続繊維
補強材20の、それぞれの各素線11及び21を長手方
向の異なる位置12でそれぞれ突き合わせて撚り線状の
連続線材に組み上げて連結部30を形成してある。図2
はこの連結部30の外周に、樹脂を塗布した補強繊維シ
ート31を螺旋状に緊密に巻き付け、この繊維シート3
1の表面を樹脂で加熱硬化し、耐候性PC鋼より線10
と連続繊維補強材20とを連結した複合ストランド1を
示している。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing a structure of a composite strand showing an embodiment of the present invention, and shows a state before coating. The respective strands 11 and 21 of the weather-resistant PC steel strand 10 and the continuous fiber reinforcing material 20 are respectively butted at different positions 12 in the longitudinal direction and assembled into a stranded continuous wire to form the connecting portion 30. It is. FIG.
Is wound tightly around the outer periphery of the connecting portion 30 in a spiral manner with a reinforcing fiber sheet 31 coated with a resin.
The surface of No. 1 is heat-cured with a resin, and the weather-resistant PC steel strand 10
1 shows a composite strand 1 in which a composite strand 1 is connected to a continuous fiber reinforcement 20.

【0014】図3は図2の補強繊維シート31の巻き付
けに代わり、撚り線外径に微小隙間で遊嵌する耐候性チ
ューブ32を連結部30に外嵌した複合ストランド1を
示している。この複合ストランド1は耐候性チューブ3
2の内部に樹脂を加圧充填し、耐候性PC鋼より線10
と連続繊維補強材20とを連結した複合ストランド1で
ある。
FIG. 3 shows a composite strand 1 in which a weather-resistant tube 32 which is loosely fitted to the outer diameter of the stranded wire with a small gap is externally fitted to the connecting portion 30 instead of winding the reinforcing fiber sheet 31 of FIG. This composite strand 1 is made of a weather-resistant tube 3
2 is filled with resin under pressure, and a weather-resistant PC steel strand 10
And a continuous strand reinforcing material 20.

【0015】図4は別の実施例を示す側面図である。耐
候性PC鋼より線10と、連続繊維補強材20とをそれ
ぞれ連結部30の長さ分の撚りを解き、撚りを解いた素
線11、21をそれぞれ2枚のスペーサ41の孔に通し
てスペーサ41を連結部30の始終箇所に位置させ、耐
候性PC鋼より線10及び連続繊維補強材20の撚りを
解いた素線11、21を互いに重複させて並列配置して
連結部を形成した状態を示している。この後、図3に示
すものと同様な耐候性チューブ32をスペーサ及び連結
部に外嵌させてスペーサ41及び連結部外周を覆い、こ
のチューブ32の内部に樹脂を充填し、耐候性PC鋼よ
り線10と連続繊維補強材20とを連結して複合ストラ
ンド1を形成する。
FIG. 4 is a side view showing another embodiment. The stranded wire 10 and the continuous fiber reinforcing material 20 are each untwisted by the length of the connecting portion 30, and the untwisted wires 11 and 21 are passed through the holes of two spacers 41 respectively. The spacer 41 was positioned at the beginning and end of the connecting part 30, and the weather-resistant PC steel strand 10 and the untwisted strands 11 and 21 of the continuous fiber reinforcement 20 were overlapped and arranged in parallel to form a connecting part. The state is shown. Thereafter, a weather-resistant tube 32 similar to that shown in FIG. 3 is externally fitted to the spacer and the connecting portion to cover the outer periphery of the spacer 41 and the connecting portion, and the inside of the tube 32 is filled with resin. The composite strand 1 is formed by connecting the wire 10 and the continuous fiber reinforcement 20.

【0016】図5は本発明の複合ケーブル2の説明図で
ある。複合ケーブル2は上述の複合ストランド1を多数
並列に配設して、テンドンを形成したものである。3本
〜20本の複合ストランド1をスペーサ41を貫通させ
て並列に配置する。スペーサ41は、図6に示すように
多数の貫通孔42を備えた円板である。図6(a)はス
ペーサ41の側面図、図6(b)はその正面図である。
多数の複合ストランドの耐候性PC鋼より線10と連続
繊維補強材20の連結部30の始終箇所にスペーサ41
を位置させる。2枚のスペーサ41に外嵌する耐候性チ
ューブ32で連結部30を覆い、その内部に樹脂を充填
する。このようにして3〜20本の複合ストランドから
なる複合ケーブルを製造する。
FIG. 5 is an explanatory view of the composite cable 2 of the present invention. The composite cable 2 has a plurality of composite strands 1 arranged in parallel to form tendons. Three to twenty composite strands 1 are arranged in parallel with the spacer 41 penetrating therethrough. The spacer 41 is a disk having a large number of through holes 42 as shown in FIG. FIG. 6A is a side view of the spacer 41, and FIG. 6B is a front view thereof.
Spacers 41 are provided at the beginning and end of the connection portion 30 between the weather-resistant PC steel strand 10 and the continuous fiber reinforcement 20 of the multiple composite strands.
Position. The connecting portion 30 is covered with a weather-resistant tube 32 fitted to the two spacers 41, and the inside is filled with resin. In this way, a composite cable including 3 to 20 composite strands is manufactured.

【0017】図7は耐候性PC鋼より線10と連続繊維
補強材20とを連結部30で連結した本発明の複合スト
ランド1又は複合ケーブル2を緊張材として用い、耐候
性PC鋼より線10の部分に緊張定着装置51を配設し
て緊張して使用する複合ストランド又は複合ケーブルの
使用方法を示している。図8はそれぞれ耐候性PC鋼よ
り線10と連続繊維補強材20とを連結部30で連結し
た本発明の複合ストランド1aと1b、又は複合ケーブ
ル2aと2bを緊張材として用い、両者の耐候性PC鋼
より線10の部分をカプラー52で接続した使用状態を
示している。連続繊維補強材では剪断力が小さいので、
定着部や接続部の構造が複雑で大型のものとなる。従っ
て、運搬取り扱い、据付け作業等が大掛かりとなり、ま
た、大径のシースを用いる必要があり、取り扱いが面倒
で高価となる。これに対して、本発明の複合ストランド
又は複合ケーブルは以上のように構成されているので、
耐食性、耐候性に富むと共に、定着又はカプラー接続
を、図7、図8に示すように、耐候性PC鋼より線の部
分で行うので、連続繊維補強材の定着又は接続に比べ、
簡易な構造でよい。
FIG. 7 shows a composite strand 1 or a composite cable 2 of the present invention, in which a weather-resistant PC steel strand 10 and a continuous fiber reinforcing material 20 are connected at a connecting portion 30 as a tension member, and a weather-resistant PC steel strand 10 is used. 2 shows a method of using a composite strand or a composite cable in which a tension fixing device 51 is disposed in a section and is used under tension. FIG. 8 shows the use of the composite strands 1a and 1b or the composite cables 2a and 2b of the present invention in which the weather-resistant PC steel wire 10 and the continuous fiber reinforcing material 20 are connected by the connecting portion 30, respectively, as tension members. The use state in which the part of the PC steel strand 10 is connected by the coupler 52 is shown. Since continuous fiber reinforcement has low shearing force,
The structure of the fixing section and the connecting section is complicated and large. Therefore, transportation handling, installation work, and the like become large-scale, and a large-diameter sheath needs to be used, so that handling is troublesome and expensive. On the other hand, since the composite strand or the composite cable of the present invention is configured as described above,
As shown in FIG. 7 and FIG. 8, the anchoring or coupler connection is performed at the portion of the weather-resistant PC steel strand, which is rich in corrosion resistance and weather resistance.
A simple structure is sufficient.

【0018】[0018]

【発明の効果】本発明によれば、連続繊維補強材のせん
断力が小さいという唯一の欠点を解消し、耐候性、耐食
性に富む複合ストランド又は複合ケーブルを得ることが
できた。この複合ストランド又は複合ケーブルは、PC
鋼材の部分で定着又は接続するので、連続繊維補強材単
独の場合のように大きな定着構造又は連結構造を必要と
しないから、格別の大径のシースを用いる必要がなく、
また、運搬取り扱い、据付け作業等が容易で、安価であ
る。
According to the present invention, the only disadvantage that the shear strength of the continuous fiber reinforcing material is small has been solved, and a composite strand or a composite cable having excellent weather resistance and corrosion resistance can be obtained. This composite strand or composite cable is a PC
Since it is fixed or connected at the steel part, it does not require a large fixing structure or connecting structure as in the case of the continuous fiber reinforcement alone, so there is no need to use a special large diameter sheath,
In addition, transportation handling and installation work are easy and inexpensive.

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

【図1】実施例の側面図である。FIG. 1 is a side view of an embodiment.

【図2】実施例の側面図である。FIG. 2 is a side view of the embodiment.

【図3】実施例の側面図である。FIG. 3 is a side view of the embodiment.

【図4】実施例の側面図である。FIG. 4 is a side view of the embodiment.

【図5】実施例の側面図である。FIG. 5 is a side view of the embodiment.

【図6】スペーサの(a)側面図、(b)正面図であ
る。
6A is a side view of the spacer, and FIG. 6B is a front view of the spacer.

【図7】実施例の使用方法を示す説明図である。FIG. 7 is an explanatory diagram showing a method of using the embodiment.

【図8】実施例の使用方法を示す説明図である。FIG. 8 is an explanatory diagram showing how to use the embodiment.

【符号の説明】[Explanation of symbols]

1 複合ストランド 2 複合ケーブル 10 耐候性PC鋼より線 11 素線 12 位置 20 連続繊維補強材 21 素線 30 連結部 31 補強繊維シート 32 耐候性チューブ 41 スペーサ 42 貫通孔 51 緊張定着装置 52 カプラ REFERENCE SIGNS LIST 1 composite strand 2 composite cable 10 weather-resistant PC steel strand 11 strand 12 position 20 continuous fiber reinforcement 21 strand 30 connecting portion 31 reinforcing fiber sheet 32 weather-resistant tube 41 spacer 42 through-hole 51 tension fixing device 52 coupler

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E164 AA02 AA05 AA11 BA06 BA25 DA01 DA27 3B153 AA06 AA07 AA41 AA45 BB01 CC12 CC52 DD23 DD26 EE18 EE22 EE27 FF02 GG08 GG40 4E070 BG03 4G058 GB02 GB05 GF11 GF22 GF24 ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2E164 AA02 AA05 AA11 BA06 BA25 DA01 DA27 3B153 AA06 AA07 AA41 AA45 BB01 CC12 CC52 DD23 DD26 EE18 EE22 EE27 FF02 GG08 GG40 4E070 BG03 4G058 GB02 GB05 GF24 GF22

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 耐候性PC鋼より線及び連続繊維補強材
の各素線を長手方向の異なる位置でそれぞれ突き合わせ
て撚り線状の連続線材に組み上げ、耐候性PC鋼より線
及び連続繊維補強材の連結部を形成し、該連結部外周
に、樹脂を塗布した補強繊維シートを螺旋状に緊密に巻
き付け、該シート表面の樹脂を加熱冷却して硬化させ、
耐候性PC鋼より線と連続繊維補強材とを連結してなる
ことを特徴とする複合ストランド。
1. A weather-resistant PC steel stranded wire and a continuous fiber reinforcing material which are butt-joined at different positions in the longitudinal direction to form a stranded continuous wire. Forming a connection portion, around the connection portion outer periphery, tightly wrapping a reinforcing fiber sheet coated with a resin spirally, heating and cooling the resin on the sheet surface to be cured,
A composite strand comprising a weather-resistant PC steel strand and a continuous fiber reinforcement connected to each other.
【請求項2】 前記シートの巻き付けに代わり、前記連
結部外周に微小隙間をもって遊嵌する耐候性チューブを
外嵌し、該チューブ内に樹脂を加圧充填し、耐候性PC
鋼より線と連続繊維補強材とを連結してなることを特徴
とする請求項1記載の複合ストランド。
2. Instead of winding the sheet, a weather-resistant tube is loosely fitted around the outer periphery of the connecting portion with a small gap, and resin is pressure-filled in the tube to form a weather-resistant PC.
The composite strand according to claim 1, wherein the strand is connected to a continuous fiber reinforcement.
【請求項3】 前記耐候性PC鋼より線及び連続繊維補
強材がそれぞれ7本より線又は19本より線であること
を特徴とする請求項1又は又は2記載の複合ストラン
ド。
3. The composite strand according to claim 1, wherein the weather-resistant PC steel stranded wire and the continuous fiber reinforcing material are 7 stranded wires or 19 stranded wires, respectively.
【請求項4】 耐候性PC鋼より線及び連続繊維補強材
をそれぞれ連結部長さ分の撚りを解き、解いた素線をそ
れぞれスペーサの孔に通してスペーサを連結部の始終箇
所に位置させ、耐候性PC鋼より線及び連続繊維補強材
の撚りを解いた素線同士を長手方向に互いに重複させて
並列に配置し、耐候性PC鋼より線及び連続繊維補強材
の連結部を形成し、前記スペーサに外嵌する耐候性チュ
ーブでスペーサ及び連結部外周を覆い、該チューブの内
部に樹脂を充填し、耐候性PC鋼より線と連続繊維補強
材とを連結してなることを特徴とする複合ストランド。
4. A strand of a weather-resistant PC steel strand and a continuous fiber reinforcing material are each untwisted by the length of the connecting portion, and the unraveled wires are respectively passed through holes of the spacer to position the spacer at the beginning and end of the connecting portion. The untwisted strands of the weather-resistant PC steel strand and the continuous fiber reinforcement are overlapped with each other in the longitudinal direction and arranged in parallel to form a connection part of the weather-resistant PC steel strand and the continuous fiber reinforcement, The outer periphery of the spacer and the connecting portion is covered with a weather-resistant tube externally fitted to the spacer, the resin is filled in the tube, and the weather-resistant PC steel strand is connected to the continuous fiber reinforcing material. Composite strand.
【請求項5】 請求項1〜4の何れかに記載の複合スト
ランド3本〜20本を、複合ストランドの連結部の始終
箇所に位置した2枚のスペーサの孔を貫通させて平行配
置し、スペーサに外嵌する内径を有する耐候性チューブ
でスペーサ及び連結部を覆い、覆いの内部に樹脂を充填
して形成してなることを特徴とする複合ケーブル。
5. The composite strand according to claim 1, wherein 3 to 20 composite strands according to any one of claims 1 to 4 are arranged in parallel by penetrating through holes of two spacers located at the beginning and end of a connecting portion of the composite strand, A composite cable formed by covering a spacer and a connecting portion with a weatherproof tube having an inner diameter fitted to the spacer, and filling the inside of the cover with a resin.
【請求項6】 請求項1〜4の何れかに記載の複合スト
ランド又は請求項5に記載の複合ケーブルを緊張材とし
て用い、PC鋼材の部分に緊張定着装置を配設して緊張
することを特徴とする複合ストランド又は複合ケーブル
の使用方法。
6. Using a composite strand according to any one of claims 1 to 4 or a composite cable according to claim 5 as a tension member, and tensioning by disposing a tension fixing device at a portion of a PC steel material. How to use composite strands or composite cables.
【請求項7】 請求項1〜4の何れかに記載の複合スト
ランド又は請求項5に記載の複合ケーブルを用い、PC
鋼材の部分で、前記複合ストランド同士又は前記複合ケ
ーブル同士の接続を行うことを特徴とする複合ストラン
ド又は複合ケーブルの使用方法。
7. A PC using the composite strand according to any one of claims 1 to 4 or the composite cable according to claim 5.
A method of using a composite strand or a composite cable, wherein the composite strands or the composite cables are connected to each other at a steel material portion.
JP2001010048A 2001-01-18 2001-01-18 Composite strand, composite cable and method of using the same Expired - Fee Related JP3466155B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Publication Number Publication Date
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007119933A (en) * 2005-10-25 2007-05-17 Tokyo Seiko Seni Rope Kk Method for producing long fiber rope and long fiber rope
KR100907653B1 (en) 2009-04-08 2009-07-13 다이섹(주) Manufacturing Process for Endress Wire saw
JP2014122451A (en) * 2012-12-21 2014-07-03 Toyo Tire & Rubber Co Ltd Steel cord for reinforcing rubber and pneumatic tire
CN110541417A (en) * 2019-10-08 2019-12-06 华东交通大学 Anchor cable of continuous basalt fiber composite reinforcement
CN112323525A (en) * 2020-11-16 2021-02-05 清华大学 Composite material winding reinforced steel cable and manufacturing method thereof

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Publication number Priority date Publication date Assignee Title
CN102966216A (en) * 2012-12-10 2013-03-13 常熟建工建设集团有限公司苏州分公司 Tie piece for building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007119933A (en) * 2005-10-25 2007-05-17 Tokyo Seiko Seni Rope Kk Method for producing long fiber rope and long fiber rope
KR100907653B1 (en) 2009-04-08 2009-07-13 다이섹(주) Manufacturing Process for Endress Wire saw
JP2014122451A (en) * 2012-12-21 2014-07-03 Toyo Tire & Rubber Co Ltd Steel cord for reinforcing rubber and pneumatic tire
CN110541417A (en) * 2019-10-08 2019-12-06 华东交通大学 Anchor cable of continuous basalt fiber composite reinforcement
CN112323525A (en) * 2020-11-16 2021-02-05 清华大学 Composite material winding reinforced steel cable and manufacturing method thereof

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