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JPH0610444A - Fiber reinforcer and structure material therewith - Google Patents

Fiber reinforcer and structure material therewith

Info

Publication number
JPH0610444A
JPH0610444A JP16886092A JP16886092A JPH0610444A JP H0610444 A JPH0610444 A JP H0610444A JP 16886092 A JP16886092 A JP 16886092A JP 16886092 A JP16886092 A JP 16886092A JP H0610444 A JPH0610444 A JP H0610444A
Authority
JP
Japan
Prior art keywords
main bar
resin
bar member
members
deformed
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
JP16886092A
Other languages
Japanese (ja)
Other versions
JP3237902B2 (en
Inventor
Sadatoshi Ono
定俊 大野
Shigetaka Magara
栄毅 真柄
Toshio Yonezawa
敏男 米澤
Tadahiro Kakizawa
忠弘 柿沢
Tomoyuki Fukada
智之 深田
Kazuhiro Inoue
一宏 井上
Ryoichi Okamoto
良一 岡本
Kazutada Yamatori
和忠 山取
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.)
Shikibo Ltd
Shikishima Boseki KK
Takenaka Komuten Co Ltd
Original Assignee
Shikibo Ltd
Shikishima Boseki KK
Takenaka Komuten 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 Shikibo Ltd, Shikishima Boseki KK, Takenaka Komuten Co Ltd filed Critical Shikibo Ltd
Priority to JP16886092A priority Critical patent/JP3237902B2/en
Publication of JPH0610444A publication Critical patent/JPH0610444A/en
Application granted granted Critical
Publication of JP3237902B2 publication Critical patent/JP3237902B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To improve the adhesion of a fiber reinforcer with concrete and facilitate an increase in the contact area as well as to make its manufacture easy and inexpensive. CONSTITUTION:A deformed main bar member 1a, made up of projectingly attaching each resin 2 improved in thixotropy, is constituted on the outer circumferential surface of a linear or bar main bar member 1 composed of impregnating and hardening resin after merging plural pieces of continuous fibers in one. Two pieces of this main bar member 1a are set up in prallel, winding a cross bar member 3 on the circumference tight, thus base element members BE are constituted. Likewise, several pieces of these base element members BE are set up, winding each cross bar member 3a on the circumference tight, and thus combined element members CE are constituted. In succession, these members are installed in a cement material or plastic material as a reinforcer.

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、コンクリートやモルタ
ル等の補強材料として、あるいは合成樹脂の補強材等に
用いられる繊維補強材及びそれを用いた構造用材料に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber reinforcing material used as a reinforcing material for concrete, mortar or the like, or as a reinforcing material for synthetic resin, and a structural material using the same.

【0002】[0002]

【従来の技術】従来、コンクリート等の補強材料とし
て、鉄筋や鋼材が使用されてきたが、これらは重量が大
であり、また、塩化物や炭酸ガスの浸入によるコンクリ
ートの中性化による腐食や迷走電流による電蝕等による
劣化がある。
2. Description of the Related Art Conventionally, reinforcing bars and steel materials have been used as reinforcing materials for concrete and the like, but they are heavy and corrode due to neutralization of concrete due to infiltration of chloride or carbon dioxide gas. There is deterioration due to galvanic corrosion due to stray current.

【0003】そこで、コンクリート等の補強に繊維材料
を使用すれば、上記の問題点が解決できるとの認識のも
とに種々の試みがなされている。
Therefore, various attempts have been made with the recognition that the above problems can be solved by using a fiber material for reinforcing concrete or the like.

【0004】例えば、繊維材料を、チョップ状、網状、
三次元織物状として使用することが提案されている。
[0004] For example, a fibrous material is chopped, reticulated,
It has been proposed to use it as a three-dimensional woven fabric.

【0005】そして、コンクリートとの接着性を増すた
めに繊維補強材の表面に凹凸を設けることが、特開昭6
3−206548号、特開平2−158321号に開示
されている。
Further, it is known that unevenness is provided on the surface of the fiber reinforcing material in order to increase the adhesiveness with concrete.
No. 3-206548 and Japanese Patent Application Laid-Open No. 2-158321.

【0006】特開昭63−206548号は、熱可塑性
樹脂を繊維で補強した棒材の表面に凹凸を形成する方法
を開示している。
Japanese Unexamined Patent Publication No. 63-206548 discloses a method of forming irregularities on the surface of a rod material in which a thermoplastic resin is reinforced with fibers.

【0007】また、特開平2−158321号は、繊維
強化熱可塑性樹脂製の線状または棒状の芯の周囲を熱可
塑性樹脂で被覆し、複数の割り型を用いて被覆に凹凸を
形成する方法を開示している。
Further, Japanese Patent Laid-Open No. 2-158321 discloses a method in which a linear or rod-shaped core made of fiber reinforced thermoplastic resin is coated with a thermoplastic resin, and irregularities are formed in the coating by using a plurality of split molds. Is disclosed.

【0008】[0008]

【発明が解決しようとする課題】しかし、特開昭63−
206548号による方法では、棒材の引張強度が低下
すること、又、凹部の形成により、直線的に伸びる補強
繊維が曲げられる問題がある。
However, JP-A-63-
The method according to No. 206548 has a problem that the tensile strength of the bar is lowered and the linearly extending reinforcing fiber is bent due to the formation of the recess.

【0009】また、特開平2−158321号の方法
は、補強繊維の配列を乱すことなく凹凸状の成形面を作
る方法が開示されている。
Further, the method of Japanese Patent Laid-Open No. 2-158321 discloses a method of forming an uneven molding surface without disturbing the arrangement of the reinforcing fibers.

【0010】しかし、この方法は、コンクリート等の補
強材として用いるときには、コンクリートとの接触面積
は線状または棒状の表面のみであるので、接触面積を多
くするには、この線状または棒状の数を多くせねばなら
ず、コスト面で高価となる問題があった。
However, when this method is used as a reinforcing material for concrete or the like, the contact area with the concrete is only a linear or rod-shaped surface. However, there is a problem that the cost becomes expensive.

【0011】本発明は、従来の繊維補強材の上記問題点
に鑑みて提案されたもので、その目的とするところは、
コンクリートとの付着性の向上を図り、接触面積の増加
を容易化すると共に、製作が容易で安価な繊維補強材及
びそれを用いた構造用材料を提供することにある。
The present invention has been proposed in view of the above problems of conventional fiber reinforcing materials, and its object is to:
An object of the present invention is to provide an inexpensive fiber reinforcing material and a structural material using the same, which can improve the adhesion to concrete, facilitate the increase of the contact area, and are easy to manufacture.

【0012】[0012]

【課題を解決するための手段】上記目的を達成するた
め、本発明の1つは、連続繊維を複数本併合して樹脂を
含浸硬化させ線状ないし棒状としたメインバー部材の外
周面上に揺変性を向上させた樹脂を突起状に付着させた
異形化メインバー部材で繊維補強材を構成したものであ
る。
In order to achieve the above-mentioned object, one of the present inventions is to combine a plurality of continuous fibers and impregnate and harden a resin on the outer peripheral surface of a linear or rod-shaped main bar member. The fiber reinforcing material is composed of a deformed main bar member to which a resin having improved thixotropy is attached in a protrusion shape.

【0013】上記揺変性とは、例えば、掻き混ぜたり振
り混ぜたりして樹脂を流動させた場合、その速度が増大
するとそれと共に樹脂が低粘度化し、例えば、これを放
置した場合のように流動速度が減少するとそれと共に樹
脂が高粘度化し極端な場合はゲルに近い状態となる性質
を言う。また、連続繊維としては、個々の繊維が連続繊
維であるものと、スパン糸の形態で連続しているものと
の両方を含むものである。
The above-mentioned thixotropy means, for example, when the resin is made to flow by stirring or shaking, the viscosity of the resin becomes lower with the increase of the speed, and for example, when the resin is left as it is, it is made to flow. When the speed decreases, the viscosity of the resin increases with it, and in extreme cases, it becomes a state close to a gel. The continuous fiber includes both continuous fibers and continuous fibers in the form of spun yarn.

【0014】本発明の他の1つは、上記異形化メインバ
ー部材を基本単位とし、この異形化メインバー部材を複
数本所定間隔で平行に配置し、或いは、異形化していな
いメインバー部材を複数本所定間隔で平行に配置し、こ
れら複数本のメインバー部材の周囲にクロスバー部材を
捲回固着し、異形化していないメインバー部材について
はクロスバー部材を捲回固着後、異形化してベースエレ
メント部材を構成したものである。
According to another aspect of the present invention, the deformed main bar member is used as a basic unit and a plurality of the deformed main bar members are arranged in parallel at a predetermined interval, or a main bar member which is not deformed is arranged. A plurality of main bar members are arranged in parallel at predetermined intervals, and a cross bar member is wound and fixed around the plurality of main bar members. For a main bar member that is not deformed, the cross bar member is wound and fixed, and then deformed. This is a base element member.

【0015】さらに本発明の1つは、上記ベースエレメ
ント部材を複数個所定間隔で配置し、その周囲にクロス
バー部材を捲回固着してコンバインドエレメント部材を
構成したものである。
Further, according to another aspect of the present invention, a plurality of the base element members are arranged at a predetermined interval, and a crossbar member is wound and fixed around the base element members to form a combined element member.

【0016】また、本発明の1つは、上記異形化メイン
バー部材またはベースエレメント部材あるいはコンバイ
ンドエレメント部材をセメント系材料または合成樹脂材
料内に補強材として埋設して構造用材料を構成したもの
である。
According to another aspect of the present invention, the modified main bar member, the base element member, or the combined element member is embedded in a cement material or a synthetic resin material as a reinforcing material to form a structural material. is there.

【0017】[0017]

【作用】本発明の異形化メインバー部材は、メインバー
部材の外周面上に樹脂が突起状に付着していることによ
って、繊維補強材の表面には樹脂による凹凸が形成さ
れ、コンクリート等のセメント系材料または合成樹脂材
料との付着力が向上する。
In the modified main bar member of the present invention, the resin is attached to the outer peripheral surface of the main bar member in the form of protrusions, so that the surface of the fiber reinforcing material is made uneven by the resin, and Adhesion with cement-based materials or synthetic resin materials is improved.

【0018】上記樹脂は、揺変性を向上させてあるた
め、メインバー部材の外周面上に接着する際には、攪拌
等によって流動性を向上させてノズル等から流出させつ
つメインバー部材の外周面上に自由な形状や配置で模様
状に付着させることができると共に、メインバー部材の
外周面上への付着後には、粘度の高い状態に復帰して流
動性が減少し、突起形状の崩れが防止される。これによ
って、メインバー部材の外周面上への樹脂の付着形状
を、用途に応じた適正な形状とすることができる。
Since the above-mentioned resin has improved thixotropic property, when it is adhered on the outer peripheral surface of the main bar member, the fluidity is improved by stirring or the like so that the resin flows out from the nozzle or the like and the outer periphery of the main bar member is improved. It can be attached in a pattern with any shape and arrangement on the surface, and after adhesion on the outer peripheral surface of the main bar member, it returns to a high viscosity state and fluidity decreases, and the shape of the protrusion collapses. Is prevented. As a result, the shape of the resin adhering to the outer peripheral surface of the main bar member can be made an appropriate shape according to the application.

【0019】本発明のベースエレメント部材は、上記し
た異形化メインバー部材を基本単位としてこれを複数本
所定間隔で配置し、或いは、異形化していないメインバ
ー部材を複数本所定間隔で配置し、その周囲にクロスバ
ー部材を捲回固着し、異形化していないメインバー部材
についてはクロスバー部材を捲回固着後、異形化したも
のであるから、基本単位となる異形化メインバー部材が
コンクリート等のセメント系材料または合成樹脂材料に
対して優れた付着作用を発揮し、かつ、クロスバー部材
の存在によって個々の異形化したメインバー部材間の一
体化が確保される。
In the base element member of the present invention, a plurality of deformed main bar members are arranged as a basic unit at predetermined intervals, or a plurality of non-deformed main bar members are arranged at predetermined intervals. A crossbar member is fixed by winding around it, and the main bar member that is not deformed is deformed after fixing the crossbar member by winding, so the deformed main bar member that is the basic unit is concrete or the like. Excellent adhesive action to the cement-based material or the synthetic resin material, and the existence of the crossbar member ensures the integration between the individual deformed main bar members.

【0020】また、本発明のコンバインドエレメント部
材は、ベースエレメント部材を複数個所定間隔で配置
し、その周囲にクロスバー部材を捲回固着したものであ
るから、コンクリート等のセメント系材料または合成樹
脂材料に対して優れた付着作用を発揮し、かつ、クロス
バー部材によって個々のベースエレメント部材間の一体
化が確保される。
In the combined element member of the present invention, a plurality of base element members are arranged at a predetermined interval, and a crossbar member is wound and fixed around the base element member. Therefore, a cement-based material such as concrete or a synthetic resin is used. It exerts an excellent adhesion action on the material and the crossbar members ensure the integrity of the individual base element members.

【0021】従って、上記異形化メインバー部材または
ベースエレメント部材あるいはコンバインドエレメント
部材をセメント系材料または合成樹脂材料内に補強材と
して埋設した構造用材料は、引張・圧縮・曲げに対する
強度が格段に向上する。
Therefore, the structural material in which the deformed main bar member, the base element member, or the combined element member is embedded as a reinforcing material in a cement material or a synthetic resin material has a significantly improved strength against tension, compression, and bending. To do.

【0022】[0022]

【実施例】図1の(A)〜(E)は本発明に係る異形化
メインバー部材(1a)の形状例を示す斜視図であっ
て、これらの図において、(1)はメインバー部材、
(2)は樹脂を示している。
1 (A) to 1 (E) are perspective views showing a shape example of a deformed main bar member (1a) according to the present invention, in which (1) is a main bar member. ,
(2) indicates a resin.

【0023】メインバー部材(1)は、連続繊維を複数
本併合して樹脂を含浸硬化させ、ダイを通して所定の断
面形状(円形、楕円形、角形、菊花形、その他)を有す
る線状ないし棒状とされ、その外径は用途に応じて適宜
設定される。
The main bar member (1) is a linear or rod-shaped member having a predetermined cross-sectional shape (circular, elliptical, rectangular, chrysanthemum, etc.) which is obtained by merging a plurality of continuous fibers and impregnating and curing the resin and passing through a die. The outer diameter is appropriately set according to the application.

【0024】上記メインバー部材(1)を構成する繊維
は、連続繊維であればよく、その併合状態は問わないも
ので、例えば、マルチフィラメント、トウ、ストラン
ド、ロービング等の合撚、引揃え、組紐等のいずれの状
態でもよく、さらに、スパン糸であってもよい。
The fibers which compose the main bar member (1) may be continuous fibers, and their combined state does not matter. For example, multifilaments, tows, strands, rovings, etc. It may be in any state such as a braid, and may be spun yarn.

【0025】使用する繊維は、炭素繊維、ガラス繊維、
アラミド繊維、ポリエステル繊維、ビニロン繊維等があ
る。
The fibers used are carbon fibers, glass fibers,
There are aramid fiber, polyester fiber, vinylon fiber and the like.

【0026】上記繊維に含浸させ、硬化させる樹脂とし
ては、熱硬化性、熱可塑性のいずれでもよく、たとえ
ば、エポキシ系樹脂、不飽和ポリエステル樹脂、塩化ビ
ニル樹脂、シリコンゴム系樹脂等がある。
The resin that is impregnated into the fibers and cured may be either thermosetting or thermoplastic, and examples thereof include epoxy resins, unsaturated polyester resins, vinyl chloride resins, and silicone rubber resins.

【0027】樹脂(2)は、メインバー部材(1)の外
周面上に突起状に接着されて、異形化メインバー部材
(1a)を構成している。この異形化メインバー部材
は、メインバー部材(1)の外周面上に凹凸を形成して
コンクリート等に対する付着力を向上させている。この
樹脂(2)は、メインバー部材(1)の連続繊維に含浸
させたものと同一の樹脂を使用するのが接着力向上の点
で好ましいが、必ずしもこれに制約されるものではな
い。そして、樹脂(2)には、当該樹脂の揺変性を向上
させる物質を適量混合させておき、これによって、メイ
ンバー部材(1)の外表面上に接着した樹脂(2)の液
ダレ現象による突起形状の崩れを防止させている。上記
揺変性を向上させる物質としては、例えば、コロイド状
シリカ(商品名エアロジル)、特殊なカーボンブラック
(アセチレンブラック、ケッチェンブラック)、アスベ
スト等がある。
The resin (2) is bonded in a protruding shape on the outer peripheral surface of the main bar member (1) to form the deformed main bar member (1a). The deformed main bar member has irregularities formed on the outer peripheral surface of the main bar member (1) to improve the adhesion to concrete or the like. It is preferable to use the same resin as the resin (2) impregnated into the continuous fiber of the main bar member (1) from the viewpoint of improving the adhesive strength, but the resin is not necessarily limited thereto. Then, the resin (2) is mixed with an appropriate amount of a substance that improves thixotropy of the resin, whereby the resin (2) adhered onto the outer surface of the main bar member (1) is liable to be dripped. Prevents the shape of the protrusion from collapsing. Examples of the substance that improves thixotropy include colloidal silica (trade name Aerosil), special carbon black (acetylene black, Ketjen black), and asbestos.

【0028】図1の(A)は、メインバー部材(1)の
上半周部分と下半周部分とに樹脂(2)をジグザグ線状
に接着したものであり、(B)は、メインバー部材
(1)の外周面上に樹脂(2)を斜交螺旋線状に接着し
たものであり、(C)は、メインバー部材(1)の外周
面上に樹脂(2)を不連続螺旋線状に接着したものであ
り、(D)は、メインバー部材(1)の外周面上に樹脂
(2)を不連続点状に接着したものであり、(E)は、
メインバー部材(1)の外周面上に樹脂(2)を等間隔
で環状に接着して異形化メインバー部材(1a)を構成
したものである。異形化メインバー部材(1a)の形状
は、上記のものに制約されず、用途等に応じて種々の形
状としてもよい。また、樹脂(2)の接着量は、メイン
バー部材(1)の外径及び用途に適応させて設定され
る。
FIG. 1 (A) shows a resin (2) bonded in a zigzag line shape to the upper half portion and the lower half portion of the main bar member (1), and (B) shows the main bar member. The resin (2) is adhered to the outer peripheral surface of (1) in an oblique spiral line shape, and (C) shows the resin (2) discontinuous spiral line on the outer peripheral surface of the main bar member (1). (D) is obtained by adhering the resin (2) on the outer peripheral surface of the main bar member (1) in the form of discontinuous points, and (E) is
The deformed main bar member (1a) is formed by bonding the resin (2) to the outer peripheral surface of the main bar member (1) in an annular shape at equal intervals. The shape of the deformed main bar member (1a) is not limited to the above, and may be various shapes depending on the application. Further, the adhesion amount of the resin (2) is set according to the outer diameter of the main bar member (1) and the application.

【0029】上記メインバー部材(1)への樹脂(2)
の接着は、例えば、図2に示す様に、樹脂槽(10)から
ポンプ(11)により供給管(12)を介して供給した樹脂
(2)を供給管(12)の先端のノズル(13)からメイン
バー部材(1)上に流出させ、その際、メインバー部材
(1)とノズル(13)との一方又は双方を、メインバー
部材(1)の長手方向と周方向(又は横方向等)とに相
対的に移動させて図1の(A)(B)の形状を連続的に
形成させることができる。また、図1の(C)(D)
(E)は、ノズル(13)の先端付近または供給管(12)
の途中等に開閉弁(図示省略)を設置し、この開閉弁を
適宜開閉制御することによって実施することができる。
尚、その際、ポンプ(11)の運転を連動してON−OF
Fさせてもよい。また、樹脂(2)のメインバー部材
(1)への接着は、塗布ローラを利用したり、樹脂をノ
ズルや型等で線状、点状、塊状として接着してもよい。
Resin (2) for the main bar member (1)
2, the resin (2) supplied from the resin tank (10) by the pump (11) via the supply pipe (12) is adhered to the nozzle (13) at the tip of the supply pipe (12), for example. ) From the main bar member (1) to the main bar member (1), and at this time, one or both of the main bar member (1) and the nozzle (13) are moved in the longitudinal direction and the circumferential direction (or the lateral direction) of the main bar member (1). 1) and (B) of FIG. 1 can be continuously formed. In addition, (C) and (D) of FIG.
(E) is near the tip of the nozzle (13) or the supply pipe (12)
An on-off valve (not shown) may be installed in the middle of the process, etc., and the on-off valve may be appropriately controlled to open and close.
At that time, the operation of the pump (11) is interlocked with ON-OF.
You may make it F. Further, the resin (2) may be adhered to the main bar member (1) using an application roller, or the resin may be adhered in a linear shape, a dot shape, or a lump shape with a nozzle or a mold.

【0030】図3及び図4は本発明に係るベースエレメ
ント部材(BE)とコンバインドエレメント部材(C
E)の形状例を示す斜視図であって、同図において、
(3)(3a)はクロスバー部材である。
3 and 4 show a base element member (BE) and a combined element member (C) according to the present invention.
FIG. 6B is a perspective view showing a shape example of E), in which FIG.
(3) (3a) is a crossbar member.

【0031】ベースエレメント部材(BE)は、前述し
た異形化メインバー部材(1a)を2本所定間隔で平行
に配置し、これらの周囲にクロスバー部材(3)を捲回
固着して構成される。この場合、異形化していないメイ
ンバー部材(1a)を2本所定間隔で平行に配置し、こ
れらの周囲にクロスバー部材(3)を捲回固着し、その
後、メインバー部材(1a)を図5に示すように異形化
してベースエレメント部材(BE)を構成してもよい。
尚、異形化していないメインバー部材(1a)とは、図
1において、樹脂(2)を外周面上に接着していない状
態のメインバー部材(1a)を意味するものである。
The base element member (BE) is formed by arranging the two deformed main bar members (1a) described above in parallel at a predetermined interval and winding and fixing the cross bar member (3) around them. It In this case, two non-deformed main bar members (1a) are arranged in parallel at a predetermined interval, a cross bar member (3) is wound around and fixed to them, and then the main bar member (1a) is As shown in FIG. 5, the base element member (BE) may be formed by deforming.
The non-deformed main bar member (1a) means the main bar member (1a) in a state where the resin (2) is not adhered to the outer peripheral surface in FIG.

【0032】図4は、図3に示したものを4つ横に所定
間隔で配置し、これら全体の周囲を別のクロスバー部材
(3a)で捲回固着してコンバインドエレメント部材
(CE)を構成したものである。ベースエレメント部材
(BE)の使用本数及び配置構成は、図示例に制約され
るものではなく、用途目的に適合した本数と配置構成が
選定される。
In FIG. 4, the four elements shown in FIG. 3 are arranged laterally at a predetermined interval, and the entire periphery of these elements is wound and fixed by another crossbar member (3a) to form the combined element member (CE). It is composed. The number and arrangement of the base element members (BE) to be used are not limited to the example shown in the figure, and the number and arrangement of the base elements (BE) suitable for the purpose of use are selected.

【0033】クロスバー部材(3)及び(3a)は、前
述した樹脂(2)と同様な樹脂でテープ状に構成した
り、或いは、他の樹脂でテープ状とすることができ、そ
の際、樹脂内に補強繊維を連続繊維の形態で、または、
チョップ状の形態で混入させることができる。尚、クロ
スバー部材(3)(3a)の形状は、テープ状以外でも
よい。
The crossbar members (3) and (3a) can be formed into a tape shape with a resin similar to the above-mentioned resin (2), or can be formed into a tape shape with another resin. Reinforcing fibers in the form of continuous fibers in the resin, or
It can be mixed in a chopped form. The crossbar members (3) and (3a) may have a shape other than the tape shape.

【0034】図3に示すベースエレメント部材(BE)
の製造は、例えば、図6の(A)(B)に示す様に、複
数本の連続繊維(O)を平行に引揃えて捲き取ったビー
ム(15)(15)から引き出し、樹脂槽(16)(16)に浸
漬して樹脂を含浸させ、賦形ダイ(17)を通して所定断
面形状とし、第1加熱硬化装置(18)を通して硬化させ
てメインバー部材(1)(1)を作成し、続いて樹脂供
給装置(19)(19)でメインバー部材(1)(1)の外
周面上に前述した樹脂(図示省略)を適宜接着させて2
本の異形化メインバー部材(1a)(1a)を作成し、
この2本の異形化メインバー部材(1a)(1a)の外
周囲にクロスバー巻付装置(20)でクロスバー部材
(3)を捲回させ、第2加熱硬化装置(21)を通して硬
化固着させてベースエレメント部材(BE)を作成さ
せ、これを引取装置(22)で引き取らせ、切断装置(2
3)で適宜長さに切断してコンベア(24)により搬出さ
せる構成とされる。引取装置(22)は、例えば2組のチ
ャック部材(25)(25)を有し、このチャック部材(2
5)(25)を交互に往復移動させ、その往移動時にベー
スエレメント部材(BE)をチャックして搬出方向へ移
動させるように構成される。また、クロスバー巻付装置
(20)は、例えば、旋回盤(20a)に連続繊維のリール
(20b)と樹脂含浸装置(20c)を設置し、リール(20
b)から繰り出した連続繊維に樹脂含浸装置(20c)で
樹脂を含浸させた上で2本の異形化メインバー部材(1
a)(1a)の外周部に供給し、旋回盤(20a)の旋回
動作で捲回させる構成とされる。さらに、樹脂供給装置
(19)(19)は、前述した図2の構成のものと同様とさ
れる。
Base element member (BE) shown in FIG.
For example, as shown in (A) and (B) of FIG. 6, the production of the resin is performed by pulling out a plurality of continuous fibers (O) from the beams (15) and (15) which are aligned and wound in parallel, and a resin tank ( 16) Immerse the resin in (16) to impregnate it with resin, make it into a predetermined cross-sectional shape through a shaping die (17), and cure it through a first heat curing device (18) to prepare main bar members (1) (1). Then, the resin supply device (19) (19) is used to appropriately adhere the above-mentioned resin (not shown) to the outer peripheral surface of the main bar member (1) (1).
Create the deformed main bar member (1a) (1a) of the book,
The crossbar member (3) is wound by the crossbar winding device (20) around the outer periphery of the two deformed main bar members (1a) (1a), and is cured and fixed through the second heat curing device (21). Then, a base element member (BE) is created, and this is taken up by a take-up device (22), and a cutting device (2
In 3), it is cut to an appropriate length and carried out by a conveyor (24). The take-up device (22) has, for example, two sets of chuck members (25) (25).
5) It is configured such that (25) is alternately reciprocated, and the base element member (BE) is chucked and moved in the carry-out direction during the outward movement. The crossbar winding device (20) has, for example, a continuous fiber reel (20b) and a resin impregnating device (20c) installed on a swivel disc (20a).
The continuous fiber fed from b) is impregnated with resin by a resin impregnation device (20c), and then two modified main bar members (1
a) It is configured to be supplied to the outer peripheral portion of (1a) and to be wound by the turning motion of the turning disk (20a). Further, the resin supply devices (19) and (19) have the same configuration as that of the above-described configuration shown in FIG.

【0035】図4に示すコンバインドエレメント部材
(CE)の製造は、上述した図6の装置で製造したベー
スエレメント部材(BE)を必要本数だけ所定の配置間
隔で保持させておき、その周囲に前述したクロスバー巻
付装置(20)と同様な構成の装置でクロスバー部材(3
a)を捲回し、加熱硬化させるように構成される。尚、
図6に示す異形化する樹脂を含浸する樹脂供給装置(1
9)は、クロスバー部材の捲回後に配置することも可能
である。
In the production of the combined element member (CE) shown in FIG. 4, the required number of the base element members (BE) produced by the apparatus shown in FIG. The cross bar member (3
It is configured so that a) is wound and cured by heating. still,
The resin supply device (1
It is also possible to arrange 9) after winding the crossbar member.

【0036】次に、本発明の異形化メインバー部材(1
a)のコンクリートの付着性能を確認するため、以下の
ような試験を行った。
Next, the modified main bar member (1
The following tests were conducted to confirm the adhesion performance of the concrete of a).

【0037】異形化メインバー部材(1a)は、 メインバー部材(1) 炭素繊維 12K×104本(1
K:7μm×1000本) 樹 脂 エポキシ系樹脂 樹 脂(2) メインバー部材(1)の樹脂
の揺変性を向上させたもの
The modified main bar member (1a) is composed of the main bar member (1) carbon fiber 12K × 104 pieces (1
K: 7 μm x 1000 pieces) Resin epoxy resin Resin (2) Main bar member (1) with improved thixotropy of resin

【0038】からなり、ダイを通してφ10mmのメインバ
ー部材(1)を作成し、図2の装置で樹脂(2)を接着
し、加熱硬化させて図1の(A)に示す構成の異形化メ
インバー部材(1a)を作成した。この異形化メインバ
ー部材(1a)に図7の(A)に示す様に、コンクリー
ト(30)を付着させ、このコンクリート(30)を支持部
材(31)で支持させて下方へ引張り荷重を作用させ引き
抜き試験を実施した。尚、コンクリート(30)の割裂防
止のためにφ6mm丸鋼よりなる補強螺旋筋(32)をコン
クリート(30)内に配設している。試験は、比較例とし
て、図7の(B)に示す様に、表面の平滑なφ8mmの炭
素繊維補強樹脂ロッド(比較例1と称す)と、このロッ
ドの表面の樹脂量を調整して図7の(C)に示す様に、
ロッド表面の比表面積を増加させたφ10mmのロッド(比
較例2と称す)とを使用し、これらにコンクリート(3
0)を付着させたものを作成して同様に引き抜き試験を
行った。
A main bar member (1) having a diameter of 10 mm is formed through a die, and the resin (2) is adhered by the apparatus shown in FIG. 2 and heat-cured to obtain a modified main body having the structure shown in FIG. A bar member (1a) was created. As shown in FIG. 7A, concrete (30) is adhered to the deformed main bar member (1a), the concrete (30) is supported by a supporting member (31), and a tensile load is applied downward. Then, a pull-out test was performed. In addition, in order to prevent splitting of the concrete (30), a reinforcing spiral bar (32) made of φ6 mm round steel is arranged in the concrete (30). As a comparative example, as shown in FIG. 7 (B), the test was carried out by adjusting the amount of resin on the surface of the carbon fiber reinforced resin rod having a smooth surface of φ8 mm (referred to as Comparative Example 1) and the rod. As shown in (C) of 7,
Using a φ10 mm rod (referred to as Comparative Example 2) in which the specific surface area of the rod surface was increased, concrete (3
0) was made to adhere and the pull-out test was done similarly.

【0039】試験結果は下記表1に示す様に、比較例1
及び2に比べて異形化処理をした本発明品は、最大付着
強度がかなり増加することが確認された。この付着強度
の値は、コンクリート部材の補強材に求められる値とし
ては十分な値と考えられる。また、付着強度は異形加工
のピッチやロッドの接着面積に強く依存しているので、
技術的には更に高い付着強度を得ることが可能である。
一方、本発明品に示す異形処理では、最大付着強度は自
由端(コンクリートより上方に突出している端部)のす
べりが約0.05mm以下の小さい領域で達成されており、付
着性能の面では有利であることが確認された。上記の試
験は、コンクリートに対するものであるが、樹脂材料の
補強材に適用しても同様の付着性能が期待できる。
The test results are shown in Table 1 below.
It was confirmed that the products of the present invention, which had been subjected to the modification treatment, had a considerably increased maximum bond strength as compared with those of Nos. 1 and 2. The value of the adhesive strength is considered to be a sufficient value required for the reinforcing material of the concrete member. Also, since the adhesive strength depends strongly on the deformed pitch and the bonding area of the rod,
It is technically possible to obtain a higher bond strength.
On the other hand, in the modified treatment shown in the product of the present invention, the maximum bond strength is achieved in a small region where the slip of the free end (the end protruding above the concrete) is about 0.05 mm or less, which is advantageous in terms of bond performance. Was confirmed. The above test is for concrete, but the same adhesion performance can be expected when applied to a reinforcing material made of a resin material.

【0040】[0040]

【表1】 [Table 1]

【0041】以上の結果より、本発明のベースエレメン
ト部材(BE)及びコンバインドエレメント部材(C
E)についても付着性能の向上が十分期待できるもので
ある。
From the above results, the base element member (BE) and the combined element member (C) of the present invention
With regard to E), the improvement of the adhesion performance can be expected sufficiently.

【0042】[0042]

【発明の効果】請求項1の発明によれば、メインバー部
材の外周面上に接着させた樹脂によって、メインバー部
材を異形化し、コンクリート等への付着性能を向上させ
ることができ、異形化メインバー部材内の連続繊維に悪
影響を与えないため、強度低下の恐れはない。しかも、
樹脂はメインバー部材に後から付けることができ、形状
の変更が容易であると共に、形状の制限がなく、色々な
バリエーションが採用でき、連続している必要がないた
め必要な部分にだけ加工することができ、しかも、例え
ば、螺旋状に巻き付けたりしないため引張り応力作用時
に回転応力が発生することも防止できる。さらに、メイ
ンバー部材に樹脂を付けるだけであるから、装置が簡単
で連続生産に適し、安価に製造することができる。
According to the first aspect of the present invention, the resin adhered to the outer peripheral surface of the main bar member allows the main bar member to have a different shape to improve the adhesion performance to concrete and the like. Since the continuous fibers in the main bar member are not adversely affected, there is no fear of strength reduction. Moreover,
The resin can be attached to the main bar member later, the shape can be easily changed, there are no restrictions on the shape, various variations can be adopted, and it is not necessary to continue, so only the necessary parts are processed. Moreover, since it is not spirally wound, for example, it is possible to prevent the occurrence of rotational stress when the tensile stress acts. Further, since the resin is simply attached to the main bar member, the device is simple, suitable for continuous production, and can be manufactured at low cost.

【0043】請求項2及び3の発明によれば、コンクリ
ート等への付着性能が一層向上し、用途に応じた形状と
強度を簡単に付与できるものである。
According to the second and third aspects of the present invention, the performance of adhering to concrete or the like is further improved, and the shape and strength suitable for the application can be easily imparted.

【0044】請求項4の発明によれば、コンクリートや
樹脂材料との付着性能に優れ、圧縮、引張、剪断、曲げ
及び剥離等の各方向の応力に対向し得る構造用材料を安
価に提供することができ、しかも、塩化物や炭酸ガスの
浸入によるコンクリートの中性化による腐食や迷走電流
による電蝕等による劣化の恐れもない軽量な構造用材料
を提供することができる。
According to the fourth aspect of the present invention, a structural material which is excellent in adhesion performance with concrete or resin material and which can face stress in each direction such as compression, tension, shearing, bending and peeling is provided at low cost. It is also possible to provide a lightweight structural material that is free from the risk of corrosion due to neutralization of concrete due to chloride or carbon dioxide infiltration and deterioration due to electrolytic corrosion due to stray current.

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

【図1】(A)〜(E)は本発明に係る繊維補強材の形
状例を示す斜視図。
1A to 1E are perspective views showing examples of the shape of a fiber reinforcing material according to the present invention.

【図2】本発明に係る繊維補強材の製造装置の一例を示
す概略説明図。
FIG. 2 is a schematic explanatory view showing an example of a fiber reinforcing material manufacturing apparatus according to the present invention.

【図3】本発明に係る複合化した繊維補強材の一例を示
す斜視図。
FIG. 3 is a perspective view showing an example of a composite fiber reinforcing material according to the present invention.

【図4】本発明に係る複合化した繊維補強材の他の例を
示す斜視図。
FIG. 4 is a perspective view showing another example of a composite fiber reinforcing material according to the present invention.

【図5】本発明に係る複合化した繊維補強材のさらに他
の例を示す斜視図。
FIG. 5 is a perspective view showing still another example of the composite fiber reinforcing material according to the present invention.

【図6】(A)は本発明に係る構造用材料の製造装置の
一例を示す概略平面図、(B)はその側面図。
FIG. 6A is a schematic plan view showing an example of an apparatus for manufacturing a structural material according to the present invention, and FIG. 6B is a side view thereof.

【図7】(A)は引き抜き試験装置の概略説明図、
(b)(c)は本発明品との比較例として使用した従来
の繊維補強材の断面形状を示している。
FIG. 7A is a schematic explanatory view of a pull-out test device,
(B) and (c) show the cross-sectional shape of the conventional fiber reinforcing material used as a comparative example with the product of the present invention.

【符号の説明】[Explanation of symbols]

1 メインバー部材 1a 異形化メインバー部材 2 樹脂 3,3a クロスバー部材 BE ベースエレメント部材 CE コンバインドエレメント部材 1 Main bar member 1a Deformed main bar member 2 Resin 3,3a Cross bar member BE Base element member CE Combined element member

───────────────────────────────────────────────────── フロントページの続き (72)発明者 真柄 栄毅 東京都江東区南砂二丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 米澤 敏男 東京都江東区南砂二丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 柿沢 忠弘 東京都江東区南砂二丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 深田 智之 京都府京都市左京区一乗寺築田町28 (72)発明者 井上 一宏 兵庫県加西市中富町938 (72)発明者 岡本 良一 大阪府吹田市原町1丁目15−17 (72)発明者 山取 和忠 滋賀県八日市市建部北町297 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Eiyoshi Eiyoshi 2-5-14 Minamisuna, Koto-ku, Tokyo Inside the Takenaka Corporation Technical Research Institute (72) Inventor Toshio Yonezawa 2-chome, Minamisuna, Koto-ku, Tokyo No. 14 Incorporated Takenaka Corporation Technical Research Institute (72) Inventor Tadahiro Kakizawa 2-5-14 Minamisuna, Koto-ku, Tokyo Incorporated Takenaka Industrial Engineering Laboratory (72) Inventor Tomoyuki Fukada Kyoto City, Kyoto Prefecture 28, Ichijoji-cho, Sakyo-ku 28 (72) Inventor, Kazuhiro Inoue 938 Nakatomi-cho, Kasai City, Hyogo Prefecture (72) Inventor, Ryoichi Okamoto 1-1-15 Haramachi, Suita-shi, Osaka Prefecture 297, Kitamachi, City

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 連続繊維を複数本併合して樹脂を含浸硬
化させ線状ないし棒状としたメインバー部材の外周面上
に揺変性を向上させた樹脂を突起状に付着させた異形化
メインバー部材からなることを特徴とする繊維補強材。
1. A modified main bar in which a resin having improved thixotropy is attached in a protrusion shape on the outer peripheral surface of a linear or rod-shaped main bar member obtained by merging a plurality of continuous fibers and impregnating and hardening the resin. A fiber reinforcing material comprising a member.
【請求項2】 請求項1に記載の異形化メインバー部材
を基本単位とし、この異形化メインバー部材を複数本所
定間隔で平行に配置し、或いは、異形化していないメイ
ンバー部材を複数本所定間隔で平行に配置し、これら複
数本のメインバー部材の周囲にクロスバー部材を捲回固
着し、異形化していないメインバー部材についてはクロ
スバー部材を捲回固着後、異形化してベースエレメント
部材を構成したことを特徴とする繊維補強材。
2. The deformed main bar member according to claim 1 is used as a basic unit, and a plurality of the deformed main bar members are arranged in parallel at predetermined intervals, or a plurality of non-deformed main bar members are arranged. The main bar members are arranged in parallel at a predetermined interval, and the crossbar members are wound and fixed around the plurality of main bar members. For the main bar members that are not deformed, the crossbar members are wound and fixed, and then deformed to form the base element. A fiber reinforcing material characterized by comprising a member.
【請求項3】 請求項2に記載のベースエレメント部材
を複数個所定間隔で配置し、その周囲にクロスバー部材
を捲回固着してコンバインドエレメント部材を構成した
ことを特徴とする繊維補強材。
3. A fiber reinforcing material comprising a plurality of base element members according to claim 2 arranged at predetermined intervals, and a crossbar member wound around and fixed to the crossbar member to form a combined element member.
【請求項4】 請求項1の異形化メインバー部材または
請求項2のベースエレメント部材あるいは請求項3のコ
ンバインドエレメント部材をセメント系材料または合成
樹脂材料内に補強材として配設してあることを特徴とす
る構造用材料。
4. The modified main bar member according to claim 1, the base element member according to claim 2, or the combined element member according to claim 3 is disposed as a reinforcing material in a cement material or a synthetic resin material. Characteristic structural material.
JP16886092A 1992-06-26 1992-06-26 Fiber reinforcement and structural material using the same Expired - Fee Related JP3237902B2 (en)

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JP16886092A JP3237902B2 (en) 1992-06-26 1992-06-26 Fiber reinforcement and structural material using the same

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06155443A (en) * 1992-11-27 1994-06-03 Kuraray Co Ltd Large diameter deformed rod made of fiber reinforced resin and manufacturing method thereof
US6251626B1 (en) 1995-06-07 2001-06-26 Bioteknologisk Institut Recombinant hexose oxidase, a method of producing same and use of such enzyme
JP2002021002A (en) * 2000-07-04 2002-01-23 Nhk Spring Co Ltd Synthetic sleepers and methods for their manufacture
US6358543B1 (en) 1995-06-07 2002-03-19 Danisco A/S Method of improving the properties of a flour dough, a flour dough improving composition and improved food products
US7745599B1 (en) 1995-06-07 2010-06-29 Danisco A/S Hexose oxidase-encoding DNAs and methods of use thereof
US8178090B2 (en) 1995-06-07 2012-05-15 Danisco A/S Recombinant hexose oxidase

Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
US7975341B2 (en) 2007-10-02 2011-07-12 Colgate-Palmolive Company Bio-activated oral care instrument

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06155443A (en) * 1992-11-27 1994-06-03 Kuraray Co Ltd Large diameter deformed rod made of fiber reinforced resin and manufacturing method thereof
US6251626B1 (en) 1995-06-07 2001-06-26 Bioteknologisk Institut Recombinant hexose oxidase, a method of producing same and use of such enzyme
US6358543B1 (en) 1995-06-07 2002-03-19 Danisco A/S Method of improving the properties of a flour dough, a flour dough improving composition and improved food products
US6726942B2 (en) 1995-06-07 2004-04-27 Danisco A/S Method of improving the properties of a flour dough, a flour dough improving composition and improved food products
US6924366B2 (en) 1995-06-07 2005-08-02 Bioteknologisk Institut Recombinant hexose oxidase, a method of producing same and use of such enzyme
EP0833563B2 (en) 1995-06-07 2008-05-14 Danisco A/S A method of improving the properties of a flour dough
US7727572B2 (en) 1995-06-07 2010-06-01 Danisco A/S Recombinant hexose oxidase, a method of producing same and use of such enzyme
US7745599B1 (en) 1995-06-07 2010-06-29 Danisco A/S Hexose oxidase-encoding DNAs and methods of use thereof
US8178090B2 (en) 1995-06-07 2012-05-15 Danisco A/S Recombinant hexose oxidase
US8338153B2 (en) 1995-06-07 2012-12-25 Dupont Nutrition Biosciences Aps Recombinant hexose oxidase, a method of producing same and use of such enzyme
JP2002021002A (en) * 2000-07-04 2002-01-23 Nhk Spring Co Ltd Synthetic sleepers and methods for their manufacture

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