JPH071127U - Reinforcing material for concrete - Google Patents

Reinforcing material for concrete

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Publication number
JPH071127U
JPH071127U JP6174593U JP6174593U JPH071127U JP H071127 U JPH071127 U JP H071127U JP 6174593 U JP6174593 U JP 6174593U JP 6174593 U JP6174593 U JP 6174593U JP H071127 U JPH071127 U JP H071127U
Authority
JP
Japan
Prior art keywords
concrete
twisted
surface area
thermosetting 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.)
Granted
Application number
JP6174593U
Other languages
Japanese (ja)
Other versions
JPH0735948Y2 (en
Inventor
達彦 岩崎
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.)
Tokyo Rope Manufacturing Co Ltd
Original Assignee
Tokyo Rope Manufacturing 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 Tokyo Rope Manufacturing Co Ltd filed Critical Tokyo Rope Manufacturing Co Ltd
Priority to JP6174593U priority Critical patent/JPH0735948Y2/en
Publication of JPH071127U publication Critical patent/JPH071127U/en
Application granted granted Critical
Publication of JPH0735948Y2 publication Critical patent/JPH0735948Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】高強力かつ軽量でしかもコンクリ−トとの付着
力も良好なコンクリ−ト用補強材を提供することにあ
る。 【構成】高強力低伸度繊維を集合しこれに熱硬化性樹脂
を塗布または含浸させた後編組被覆を施した線条体1を
複数本撚合して撚合体1’を作り、この撚合体1’の外
周に前記熱硬化性樹脂未硬化段階で表面積増加用材5を
巻着する。次いで熱硬化性樹脂のを加熱硬化させること
により撚合構造と前記表面積増加用材5とで凹凸部10
を一体形成した。
(57) [Abstract] [Purpose] To provide a reinforcing material for a concrete, which has high strength and light weight, and also has good adhesion to the concrete. [Structure] A plurality of high-strength, low-elongation fibers are aggregated and a thermosetting resin is applied or impregnated on the filaments, and then a plurality of filament bodies 1 having a braided coating are twisted together to form a twisted body 1 '. The surface area increasing material 5 is wound around the outer periphery of the united body 1'at the uncured thermosetting resin stage. Then, the thermosetting resin is heat-cured to form an uneven portion 10 between the twisted structure and the surface area increasing material 5.
Was integrally formed.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案はコンクリ−ト用補強材に関するものである。 The present invention relates to a reinforcing material for concrete.

【0002】[0002]

【従来の技術及びその技術的課題】[Prior art and its technical problem]

コンクリ−ト補強材、たとえばプレストレスコンクリ−ト用の補強材として、 従来一般に鋼線、鋼撚線、鋼棒などの鋼材が使用されている。しかしこれらの鋼 材は高比重であり、また、錆などの腐食の問題がある。そこで近年、炭素繊維な どの非金属繊維のコンクリ−ト補強材への活用が試みられている。 この炭素繊維で代表される高強力低伸度の繊維は、鋼材に較べ強度が高く(一 般に250〜700kg/mm2)、しかも比重が小さい(約1.8)ため、比強度の重視さ れるコンクリ−ト用補強材として優れた特性を持っている。 ところで、コンクリ−ト補強材はコンクリ−トとの付着力の高いことが必要で あり、そのため鋼材のコンクリ−ト用補強材では鋼材の表面に圧痕を付ける加工 (インデント加工)を行っており、この加工は鋼材においては比較的容易である 。As a concrete reinforcing material, for example, a reinforcing material for a prestressed concrete, a steel material such as a steel wire, a steel twisted wire and a steel rod has been generally used. However, these steel materials have high specific gravity and also have a problem of corrosion such as rust. Therefore, in recent years, it has been attempted to utilize non-metallic fibers such as carbon fibers as concrete reinforcing materials. Fibers with high strength and low elongation represented by this carbon fiber have higher strength (generally 250 to 700 kg / mm 2 ) than steel materials, and also have a low specific gravity (about 1.8), so importance is placed on specific strength. It has excellent properties as a reinforcing material for concrete. By the way, it is necessary for the concrete reinforcing material to have a high adhesive force with the concrete. Therefore, in the concrete reinforcing material for steel material, indentation processing is performed to make indentations on the surface of the steel material. This processing is relatively easy for steel materials.

【0003】 しかしながら、高強力低伸度繊維のコンクリ−ト補強材は、フィラメントの集 合組織から構成され、その集合組織化のために合成樹脂が利用され、表面が実質 的に樹脂被覆された平滑なものとなっており、また、フィラメントに圧痕を付け るような表面加工は繊維の機械的特性を大きく劣化させる点から採用が困難であ る。そのため鋼材による補強材に較べ表面積が小さく、コンクリ−トとの付着力 が不足しやすいという問題があった。However, the concrete reinforcing material for high-strength, low-elongation fiber is composed of a texture of filaments, a synthetic resin is used for the texture, and the surface is substantially resin-coated. It is smooth, and surface treatment such as indentation on the filament is difficult to use because it significantly deteriorates the mechanical properties of the fiber. Therefore, there is a problem that the surface area is smaller than that of the reinforcing material made of steel, and the adhesive force with the concrete tends to be insufficient.

【0004】 本考案は前記のような問題点を解消するために研究して考案されたもので、そ の目的とするところは、高強力かつ軽量でしかもコンクリ−トとの付着力も良好 なコンクリ−ト用補強材を提供することにある。The present invention has been made by research to solve the above-mentioned problems. The purpose of the present invention is to have high strength and light weight, and also to have good adhesion to the concrete. It is to provide a reinforcing material for concrete.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この目的を達成するため本考案は、高強力低伸度繊維の機械的特性を低下させ ることなく表面積を増加し得るようにしたもので、すなわち、高強力低伸度繊維 を集合し、これに熱硬化性樹脂を塗布または含浸させた後編組被覆を施した線条 体を複数本撚合した撚合体の外周に前記熱硬化性樹脂未硬化段階で表面積増加用 材を巻着し、熱硬化性樹脂の硬化により前記表面積増加用材で凹凸部を一体形成 したものである。 In order to achieve this object, the present invention is designed to increase the surface area of a high-strength low-elongation fiber without deteriorating the mechanical properties of the high-strength low-elongation fiber. The surface area increasing material is wound around the outer periphery of the twisted body obtained by twisting a plurality of filaments coated or impregnated with a thermosetting resin on the An uneven portion is integrally formed by the surface area increasing material by hardening a curable resin.

【0006】[0006]

【実施例】【Example】

以下本考案の実施例を添付図面に基づいて説明する。 図1ないし図3は本考案によるコンクリ−ト用補強材の第1実施例を示すもの で、高強力低伸度繊維からなる線条体1の複数本を撚合した撚合体1’からなり 、外面に表面積増加用材5が巻着されることで凹凸部10が形成されている。 詳細に述べると、前記線条体1は、図2(a)のように炭素繊維、ポリアラミド 繊維、ガラス繊維、炭化珪素繊維などの高強力低伸度繊維1aをヤ−ンまたはス トランドとして多数本集束するか、撚合または編組した芯体2に、不飽和ポリエ ステル、エポキシ、ポリウレタン等の熱硬化性樹脂3を含浸または塗布し、図2 (b)のように外周にタルク等の粉末乾燥剤4を塗布して表面を乾燥させた後、そ の外周をポリエステル、ナイロン等の合成繊維または高強力低伸度繊維で編組被 覆することで作られる。4’は編組体である。 次いで線条体1は内部樹脂が未硬化のまま複数本(たとえば7本)が撚合されて 所要径の撚合体1'に構成され、そして内部樹脂が未硬化のまま撚合体1’の外 周に表面積増加用材5が巻着される。ついで内部樹脂を加熱硬化させる。これで 図1の構造となるものである。 An embodiment of the present invention will be described below with reference to the accompanying drawings. 1 to 3 show a first embodiment of a concrete reinforcing material according to the present invention, which comprises a twisted body 1'in which a plurality of filaments 1 made of high strength and low elongation fiber are twisted. The concavo-convex portion 10 is formed by winding the surface area increasing material 5 around the outer surface. More specifically, the filament 1 has a large number of high-strength and low-elongation fibers 1a such as carbon fibers, polyaramid fibers, glass fibers, and silicon carbide fibers as yarns or strands as shown in FIG. 2 (a). The core body 2 which is bundled, twisted or braided is impregnated or coated with a thermosetting resin 3 such as unsaturated polyester, epoxy or polyurethane, and powder such as talc is formed on the outer periphery as shown in FIG. 2 (b). It is made by applying a desiccant 4 to dry the surface, and then covering the outer circumference with a braided synthetic fiber such as polyester, nylon or the like or a high-strength low-elongation fiber. 4'is a braided body. Next, the filament 1 is formed into a twisted body 1 ′ having a required diameter by twisting a plurality of strands (for example, 7) while the inner resin is still uncured, and the inner resin is uncured and the outside of the twisted body 1 ′ is formed. The surface area increasing material 5 is wound around the circumference. Then, the internal resin is cured by heating. This results in the structure of FIG.

【0007】 表面積増加用材5は、この実施例ではナイロン、ポリエステル等の通常の合成 繊維あるいは前記高強力低伸度繊維を図3(a),(b)のように平織りまたは綾織り したテ−プとして構成されており、該テ−プは、内部の熱硬化性樹脂3が未硬化 の状態で、撚合体1’の外周に連続的に一定のピッチで巻着される。テ−プが織 成組織であるため、これの巻着で同時に無数の凹凸部が創成される。 図示するものでは、表面積増加用材5を撚合体1’の表面が周期的に露出する ような粗いピッチで巻着しているが、勿論これに限らず、織成テ−プを各ピッチ 毎に密接させあるいは適度にラップするように密に巻着してもよい。In this embodiment, the surface area increasing material 5 is a normal synthetic fiber such as nylon or polyester, or the above-mentioned high-strength low-elongation fiber is plain-woven or twilled as shown in FIGS. 3 (a) and 3 (b). The tape is continuously wound around the outer periphery of the twisted body 1 ′ at a constant pitch in a state where the thermosetting resin 3 inside is uncured. Since the tape has a woven structure, innumerable uneven portions are created at the same time by winding the tape. In the illustrated example, the surface area increasing material 5 is wound at a coarse pitch such that the surface of the twisted body 1'is periodically exposed, but the present invention is not limited to this, and the weaving tape is provided at each pitch. It may be tightly wound so as to be closely attached or appropriately wrapped.

【0008】 図4は本考案の第2実施例を示すもので、表面積増加用材5としてテ−プのよ うな面材でなくナイロン、ポリエステル等の通常の合成繊維あるいは前記高強力 低伸度繊維からなる線状体を用い、これを撚合体1’に巻着一体化している。FIG. 4 shows a second embodiment of the present invention, in which the surface area increasing material 5 is not a face material such as a tape but a normal synthetic fiber such as nylon or polyester, or the high strength and low elongation fiber. The linear body made of is used and wound around and integrated with the twisted body 1 '.

【0009】[0009]

【実施例の作用】[Operation of the embodiment]

図5は図1と図4のコンクリ−ト用補強材の線条体1を得るまでの製造工程を 模式的に示しており、高強力低伸度繊維からなる芯体2は溶融熱硬化性樹脂3を 収容した樹脂槽6に通されることで熱硬化性樹脂3が含浸され、ついでライン中 に配された複数の賦形ダイスなどからなる成形型7を通して引き抜かれることに より所定の形状が付与されると共に余剰の樹脂分は除去される。さらに乾燥剤槽 8に導かれることで芯体表面に粉末乾燥剤4が塗布された後、編組機11に通さ れることで外周を編組被覆され、編組体4’が被覆された線条体1となる。 その後、各線条体1は撚合機に送られて撚合体1’が形成され、続いて表面積 増加用材巻装機9に導かれ、ここで撚合体1’の上から表面積増加用材5が設定 ピッチで巻着される。その後撚合体1’は所定の温度雰囲気に設定された加熱槽 に通されることで内部の熱硬化性樹脂が硬化され、表面に凹凸部10を有するコ ンクリ−ト用補強材となるものである。 このコンクリ−ト用補強材は、長尺のままプレストレスコンクリ−ト用として 使用されるのは勿論、3〜5cm等の短い長さに切断することで分散型補強用繊 維としても使用することができる。 FIG. 5 schematically shows a manufacturing process until obtaining the filamentous body 1 of the reinforcing material for concrete of FIGS. 1 and 4, and the core body 2 made of high-strength and low-elongation fiber has a melt thermosetting property. The thermosetting resin 3 is impregnated by being passed through the resin tank 6 containing the resin 3, and then drawn out through a molding die 7 made up of a plurality of shaping dies arranged in a line to have a predetermined shape. Is added and the excess resin component is removed. Further, after the powder desiccant 4 is applied to the surface of the core body by being guided to the desiccant tank 8, it is passed through the braiding machine 11 so that the outer periphery is braided and covered with the braided body 4 ′. Becomes After that, each filament 1 is sent to a twisting machine to form a twisted body 1 ', which is then guided to a surface area increasing material winding machine 9, where a surface area increasing material 5 is set from above the twisted body 1'. Wrapped around the pitch. After that, the twisted body 1 ′ is passed through a heating tank set to a predetermined temperature atmosphere to cure the thermosetting resin inside, and serves as a concrete reinforcing material having uneven portions 10 on the surface. is there. This reinforcing material for concrete is not only used for prestressing concrete as it is long, but it is also used as a dispersed reinforcing fiber by cutting it into a short length such as 3 to 5 cm. be able to.

【0010】 本考案のコンクリ−ト用補強材は高強力低伸度繊維組織からなるので、強度が 高くかつまた軽量で、さらに錆が生じない利点を有する。しかも、本考案のコン クリート用補強材は、単純な線状ないし棒状のものではなく、線条体1を複数本 撚り合わせた撚合体1’であるため、それ自体で表面積が大きい。また、線条体 1は外周に編組体4’による被覆を有し、この線条体1の複数本からなる撚合体 1’の外周に表面積増加用材5が巻着されているため、撚合による螺旋状の凹凸 と表面積増加用材5による螺旋状の凹凸及び編組体4’の凹凸とによって全体に 3重以上の表面積増幅効果が得られ、これによりコンクリートとの接着効果が高 いものとなる。 また、高強力低伸度繊維を集合し熱硬化性樹脂を塗布又は含浸した線条体1は そのままでは未硬化樹脂の粘着性のため撚合機にかけることは不可能であるが、 樹脂を塗布した後ダイで余分な樹脂を除去し、ついで線条体1の外周に編組体4 ’を施すことにより線条体の表面はほとんど乾いた繊維の状態となる。このため 、複数本の線条体1を撚り機にかけて撚合体1’とすることが可能になる。また 、このような表面が乾燥状態の撚合体1’に表面積増加用材5を巻着するため、 表面積増加用材5の施工作業も容易である。そして、最後に樹脂を硬化させるが 、このときの加熱により樹脂粘度が低下し撚合体全体に樹脂がにじみ出てくるた め、撚合構造の固定化と表面積増加用材との一体化が同時に図られ、加熱工程も 最終の1回でよいため経済的である。 そのうえ、付着力を増加するのにインデント加工のような補強材断面を局部的 に細くする加工を採らないため、高強力低伸度繊維組織の機械的特性の低下を招 くことがなく、上記高強力性能を十分に発揮させることができる。Since the concrete reinforcing material of the present invention has a high strength and low elongation fiber structure, it has advantages of high strength and light weight, and further, rust-free. Moreover, since the concrete reinforcing material of the present invention is not a simple linear or rod-like material but a twisted body 1'in which a plurality of filaments 1 are twisted together, it has a large surface area by itself. Further, since the filament 1 has a coating with the braid 4'on its outer periphery, and the surface area increasing material 5 is wound around the outer periphery of the twisted body 1'consisting of a plurality of filaments 1, Due to the spiral unevenness due to and the spiral unevenness due to the surface area increasing material 5 and the unevenness of the braided body 4 ′, the surface area amplification effect of three or more layers is obtained as a whole, and thereby the adhesion effect with concrete becomes high. . In addition, the filament 1 having high strength and low elongation fibers collected and coated or impregnated with a thermosetting resin cannot be applied to a twisting machine as it is because of the adhesiveness of the uncured resin. After coating, excess resin is removed with a die, and the braided body 4'is then applied to the outer periphery of the filament 1 so that the surface of the filament becomes almost dry fiber state. Therefore, a plurality of filaments 1 can be applied to a twisting machine to form a twisted body 1 '. Further, since the surface area increasing material 5 is wound around the twisted body 1'having such a dry surface, the work of constructing the surface area increasing material 5 is easy. Finally, the resin is cured, but the heating at this time lowers the resin viscosity and causes the resin to ooze out throughout the twisted structure, so that the twisted structure can be fixed and integrated with the surface area increasing material at the same time. The heating step is economical because it only needs to be done once. Moreover, in order to increase the adhesive force, a process for locally thinning the cross section of the reinforcing material such as indentation is not adopted, so that the mechanical properties of the high strength and low elongation fiber structure are not deteriorated, and High strength performance can be fully exerted.

【0011】[0011]

【考案の効果】[Effect of device]

以上説明した本考案によるときには、高強力低伸度繊維を集合し、これに熱硬 化性樹脂を塗布または含浸させた後編組被覆を施した線条体1を複数本撚合した 撚合体1’の外周に前記熱硬化性樹脂未硬化段階で表面積増加用材5を巻着し、 熱硬化性樹脂の硬化により撚合構造と前記表面積増加用材5で凹凸部を一体形成 したので、高強力かつ軽量という特性に加えて、撚合構造による螺旋状の大きな 凹凸に表面増加用材5による螺旋状の凹凸(あるいはさらに表面増加用材5その ものの表面凹凸)と編組体4’による凹凸とが重畳するため、きわめて大きな表 面増幅効果を発揮し、コンクリートとの接着性にすぐれたコンクリート補強材と することができ、また構造も簡単で高能率で生産できるなどのすぐれた効果が得 られる。 In the case of the present invention described above, a twisted body 1 in which a plurality of high-strength low-elongation fibers are aggregated, and a plurality of filaments 1 having a braided coating applied or impregnated with a thermosetting resin are twisted together Since the surface area increasing material 5 is wound around the outer periphery of the thermosetting resin in the uncured stage, and the twisted structure and the surface area increasing material 5 are integrally formed by curing the thermosetting resin. In addition to the characteristic of being lightweight, the spiral unevenness due to the twisted structure overlaps with the spiral unevenness due to the surface increasing material 5 (or the surface unevenness of the surface increasing material 5 itself) and the unevenness due to the braid 4 ′. It has an extremely large surface amplification effect, can be used as a concrete reinforcing material with excellent adhesion to concrete, and has excellent effects such as a simple structure and high-efficiency production.

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

【図1】本考案によるコンクリ−ト用補強材の第1実施
例を示す拡大側面図である。
FIG. 1 is an enlarged side view showing a first embodiment of a concrete reinforcing member according to the present invention.

【図2】本考案における線条体を段階的に示す断面図で
ある。
FIG. 2 is a cross-sectional view showing a filamentous body in stages according to the present invention.

【図3】本考案における表面積増加用材の実施例を示す
部分的平面図である。
FIG. 3 is a partial plan view showing an embodiment of the surface area increasing material according to the present invention.

【図4】本考案の第2実施例を示す側面図である。FIG. 4 is a side view showing a second embodiment of the present invention.

【図5】本考案のコンクリ−ト用補強材における線条体
製造工程を模式的に示す説明図である。
FIG. 5 is an explanatory view schematically showing the production process of the filamentous body in the concrete reinforcing material of the present invention.

【符号の説明】[Explanation of symbols]

1 線条体 1’ 撚合体 3 熱硬化性樹脂 4 粉末乾燥剤 4’ 編組体 5 表面積増加用材 10 凹凸部 DESCRIPTION OF SYMBOLS 1 Stranded body 1'Twisted body 3 Thermosetting resin 4 Powder desiccant 4'Braid body 5 Surface area increasing material 10 Uneven portion

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】高強力低伸度繊維を用いたコンクリ−ト補
強材において、高強力低伸度繊維を集合し、これに熱硬
化性樹脂を塗布または含浸させた後編組被覆を施した線
条体1を複数本撚合した撚合体1’の外周に前記熱硬化
性樹脂未硬化段階で表面積増加用材5を巻着し、熱硬化
性樹脂の硬化により撚合構造と前記表面積増加用材5と
で凹凸部10を一体形成したことを特徴とするコンクリ
−ト用補強材。
1. A concrete reinforcing material using high-strength, low-elongation fibers, wherein high-strength, low-elongation fibers are gathered and coated with or impregnated with a thermosetting resin, followed by braid coating. A surface area increasing material 5 is wound around the outer periphery of a twisted body 1'in which a plurality of filaments 1 are twisted at the thermosetting resin uncured stage, and the twisted structure and the surface area increasing material 5 are obtained by curing the thermosetting resin. A reinforcing material for concrete, characterized in that the uneven portion 10 is integrally formed with
JP6174593U 1993-10-25 1993-10-25 Reinforcing material for concrete Expired - Lifetime JPH0735948Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6174593U JPH0735948Y2 (en) 1993-10-25 1993-10-25 Reinforcing material for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6174593U JPH0735948Y2 (en) 1993-10-25 1993-10-25 Reinforcing material for concrete

Publications (2)

Publication Number Publication Date
JPH071127U true JPH071127U (en) 1995-01-10
JPH0735948Y2 JPH0735948Y2 (en) 1995-08-16

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Family Applications (1)

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JP6174593U Expired - Lifetime JPH0735948Y2 (en) 1993-10-25 1993-10-25 Reinforcing material for concrete

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021179101A (en) * 2020-05-12 2021-11-18 中日本高速技術マーケティング株式会社 Method for manufacturing fiber reinforced resin rod and fiber reinforced resin rod

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021179101A (en) * 2020-05-12 2021-11-18 中日本高速技術マーケティング株式会社 Method for manufacturing fiber reinforced resin rod and fiber reinforced resin rod

Also Published As

Publication number Publication date
JPH0735948Y2 (en) 1995-08-16

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