JPH0718786A - Concrete reinforcing material and its production - Google Patents

Concrete reinforcing material and its production

Info

Publication number
JPH0718786A
JPH0718786A JP15895693A JP15895693A JPH0718786A JP H0718786 A JPH0718786 A JP H0718786A JP 15895693 A JP15895693 A JP 15895693A JP 15895693 A JP15895693 A JP 15895693A JP H0718786 A JPH0718786 A JP H0718786A
Authority
JP
Japan
Prior art keywords
rod
adhesive
resin
polyamide 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.)
Pending
Application number
JP15895693A
Other languages
Japanese (ja)
Inventor
Nobuhiko Morimoto
宣彦 森元
Kiyoshi Ogawa
清志 小河
Junichi Takahashi
淳一 高橋
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.)
Henkel Hakusui KK
Original Assignee
Henkel Hakusui KK
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 Henkel Hakusui KK filed Critical Henkel Hakusui KK
Priority to JP15895693A priority Critical patent/JPH0718786A/en
Publication of JPH0718786A publication Critical patent/JPH0718786A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To increase productivity, by applying molten thermoplastic polyamide resin on the external side of a rod after. serial fibers have been immersed in an adhesive and molded and then the fiber rod with half-cured adhesive has been molded flat. CONSTITUTION:A plurality of fiber filaments 1 of glass filaments or the like are parallelly set and immersed in a matrix adhesive liquid constituted of a mixture of vinyl ester and epoxy resin by means of an adhesive roll 2. Next, the filaments 1 are forced to pass through a die in order to form a specified shape. Then the filaments are heated in a first heating tank 4 to form a half- cured rod. And the upper and lower and also the right and left sides of the rod are pressed by pressing trowels 5, 6 to make flat shapes at every 10-50cm interval. After that, the rod is completely cured in a second heating tank 7. Moreover, the rod is forced to pass through rolls 8, 9 and coated with thermoplastic polyamide resin synthesized from dimerization fatty acid with 95% or higher purity and diamine. And after the treatment, it is cooled and drawn by rolls 10, 11.

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、コンクリートの補強に
使用される鉄筋の代替となる繊維強化樹脂製(以下FR
Pという)補強ロッドとその製造方法に関するものであ
る。
BACKGROUND OF THE INVENTION The present invention relates to a fiber reinforced resin (hereinafter referred to as FR
P) and a method for manufacturing the same.

【0002】[0002]

【従来の技術】鉄筋コンクリート構造物又はコンクリー
トパネル等を造成する時に補強材として鉄筋が縦横に配
筋され、その交点を針金で結束したり溶接等で固定して
いる。しかしながら大規模の建造物やコンクリートパネ
ルを造成する場合には鉄筋の使用数も多くなり、その交
点を現場で1つずつ結束したり溶接するには非常に手数
や時間がかかる。最近は鉄筋よりも軽量で、且つ耐食性
の強いFRP製ロッドがコンクリートの補強材として使
用されているが、この場合にも針金等で結束しなければ
ならない。又、この補強材を工場で組み立てた後現場に
搬入することは大層かさ高くなり、運搬に困難を伴う。
2. Description of the Related Art When a reinforced concrete structure, a concrete panel or the like is constructed, reinforcing bars are longitudinally and laterally arranged as reinforcing materials, and the intersections thereof are bound by wire or fixed by welding or the like. However, when constructing a large-scale building or a concrete panel, the number of reinforcing bars used is large, and it takes a lot of time and labor to bind and weld the intersections one by one on site. Recently, FRP rods, which are lighter in weight and stronger in corrosion resistance than reinforcing bars, have been used as a reinforcing material for concrete, but in this case as well, they must be bound with wire or the like. Further, it is very bulky to carry the reinforcing material into the factory after assembling it in the factory, which makes transportation difficult.

【0003】そのため、特開平4−76147には紫外
線硬化樹脂を含浸したガラス繊維からなる軸筋(紫外線
照射して完全硬化したもの)と紫外線の部分的照射によ
り部分的硬化したものを剪断補強筋として組み立て、そ
れを折り畳んだ状態でかさを小さくして現場に搬入し、
そこで所定位置に組み立てて未硬化部分を紫外線照射に
より完全硬化する方法が開示されている。しかし、この
場合でも大きな構造物の補強材となると折り畳んだもの
でもまだかなりのかさ高となり運搬が厄介であるためそ
の大きさには制限があり、又、材料交点の接合には紫外
線照射だけでは不十分の個所もあって結束支保が必要と
なったり、現場で組み立てた後、一部手直しを必要とす
るものもある。
Therefore, Japanese Laid-Open Patent Publication No. 4-76147 discloses a shaft reinforcement made of glass fiber impregnated with an ultraviolet curable resin (completely cured by irradiation of ultraviolet rays) and a shear reinforcement bar partially cured by partial irradiation of ultraviolet rays. Assemble it, fold it and reduce the bulk and bring it to the site,
Therefore, a method of assembling it at a predetermined position and completely curing the uncured portion by irradiating ultraviolet rays is disclosed. However, even in this case, if it becomes a reinforcing material for a large structure, even if it is folded, it is still quite bulky and it is difficult to transport, so its size is limited. There are some areas that are not enough to support cohesion, and some require some rework after assembly on site.

【0004】又、特開平4−312659はプルトルー
ジョンによりFRPのコンクリート補強ロッドを作製す
る際に複数本の線状ロッドを平行に引っ張りながらその
周囲を別に接着剤の含浸した結束糸で螺旋状に捲回して
硬化させ、補強材やトラスを製造する方法を開示してい
る。このような補強材やトラスにしても現場で所定の構
造に組み立てる時には夫々の部材や桁材を針金で結束し
たり、ジョイント治具を使用して接着剤により結合しな
ければならない。
Further, in Japanese Patent Laid-Open No. 312659/1992, a plurality of linear rods are pulled in parallel while a FRP concrete reinforcing rod is manufactured by pull-through while the periphery thereof is spirally wound with a binding yarn impregnated with an adhesive. A method of manufacturing a reinforcing material and a truss by winding and hardening is disclosed. Even when such a reinforcing material or truss is assembled on site in a predetermined structure, it is necessary to bind each member and girder material with a wire or to bond them with an adhesive using a joint jig.

【0005】[0005]

【解決しようとする課題】このように鉄筋やFRPロッ
ドで作成したコンクリート補強材を現場で配筋するに際
し、従来と同じ程度の結束強度を示し、且つ簡単な操作
や機材によって交点を結合する方法が望まれている。本
発明はFRPによるコンクリート補強ロッド作成におい
て生産性の向上及び量産の可能な工程で製造し、且つ現
場において配筋する際に簡単な操作によりその交点を結
合することの出来る補強材を提供するものである。
[Problem to be Solved] When arranging a concrete reinforcing material made of reinforcing bars or FRP rods on site as described above, a method of exhibiting the same level of binding strength as conventional ones and connecting the intersections by a simple operation or equipment. Is desired. INDUSTRIAL APPLICABILITY The present invention provides a reinforcing material which can be manufactured in a process capable of improving productivity and mass production in the production of a concrete reinforcing rod by FRP, and can connect the intersections thereof by a simple operation when arranging on-site reinforcement. Is.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は従来行なわれているFRPによるコンク
リート補強ロッドの製造法と同様に連続繊維の複数本を
平行に併合して接着剤を含浸させ、ダイを通過して所定
の形状にした後、加熱により半硬化の状態とし、その状
態で進行するロッドに対して進行方向に垂直面の上下及
び左右から10〜50cmの間隔で平板の圧迫コテにより
交互に圧迫してロッドの断面が偏平になるように成形し
た後に加熱してロッドを完全硬化させ、次いで溶融した
特殊ポリアミド樹脂を塗布することを特徴とするFRP
のコンクリート補強材とその製造方法を提供するもので
ある。
In order to achieve the above object, the present invention is similar to the conventional method for producing a concrete reinforcing rod by FRP, in which a plurality of continuous fibers are merged in parallel to form an adhesive agent. After being impregnated with it and passing through a die to a predetermined shape, it is semi-cured by heating, and is a flat plate at intervals of 10 to 50 cm from the upper and lower sides and the left and right sides of the plane perpendicular to the traveling direction with respect to the rod traveling in that state. FRP characterized by alternately pressing with a pressing iron to mold the rod so that its cross section is flat, heating it to completely cure the rod, and then applying a molten special polyamide resin
The present invention provides a concrete reinforcing material and a manufacturing method thereof.

【0007】本発明で使用する連続繊維は、ガラス繊
維,炭素繊維,アラミド繊維等のモノフィラメント又は
マルチフィラメントを用いる。本発明中のFRPのマト
リックスに用いるエポキシ樹脂は、ビスフェノールA
(又はF)のグリシジルエーテルや脂環状エポキシ樹脂
等で、油化シェルエポキシ(株)製のエピコート,日本
チバガイギー(株)製のアラルダイト,ダウケミカル日
本(株)製のD.E.R.,東都化成(株)製のエポトー
ト等の商品名で市販されている。これらのエポキシ樹脂
は、ジシアンジアミド,ヒドラジン,ポリアミン類,酸
無水物等の硬化剤により硬化する。
The continuous fibers used in the present invention are monofilaments or multifilaments such as glass fibers, carbon fibers and aramid fibers. The epoxy resin used for the FRP matrix in the present invention is bisphenol A.
(Or F) glycidyl ether, alicyclic epoxy resin, etc., Epicoat manufactured by Yuka Shell Epoxy Co., Ltd., Araldite manufactured by Ciba-Geigy Co., Ltd., D.E.R. manufactured by Dow Chemical Japan Co., Ltd. It is marketed under the trade name of Epotote manufactured by Tohto Kasei Co., Ltd. These epoxy resins are cured with a curing agent such as dicyandiamide, hydrazine, polyamines, acid anhydrides.

【0008】又、本発明でFRPのマトリックスに使用
するビニルエステル樹脂は、エポキシ樹脂とアクリル
酸,メタクリル酸,マレイン酸等の不飽和カルボン酸を
反応させて合成したもので、昭和高分子(株)製のリポ
キシ,大日本インキ(株)製のディックライト等の商品
名で市販されている。これらのビニルエステル樹脂は、
クメンハイドロパーオキサイド,メチルエチルケトンパ
ーオキサイド,ターシャリーブチルパーオキサイド等の
過酸化物により硬化が進行する。
The vinyl ester resin used in the FRP matrix in the present invention was synthesized by reacting an epoxy resin with an unsaturated carboxylic acid such as acrylic acid, methacrylic acid or maleic acid. ) Manufactured by Dainippon Ink and Dick Light manufactured by Dainippon Ink Co., Ltd. These vinyl ester resins are
Curing proceeds with peroxides such as cumene hydroperoxide, methyl ethyl ketone peroxide, and tert-butyl peroxide.

【0009】本発明で使用する特殊熱可塑性ポリアミド
樹脂は、高純度の2量化脂肪酸とジアミンから合成した
熱可塑性ポリアミド樹脂で、これはオレイン酸やリノー
ル酸等の不飽和脂肪酸を重合して生成する重合脂肪酸を
蒸留した純度95%以上の2量化脂肪酸と脂肪族や芳香
族や複素環ジアミンとの反応により合成する。このポリ
アミド樹脂は比較的溶融粘度が低く、且つ金属やガラス
やプラスチックによく接着するのでホットメルト接着剤
として広く利用されている。このポリアミド樹脂はヘン
ケル白水(株)製のマクロメルト6200,6900等
の商品名で市販されている。
The special thermoplastic polyamide resin used in the present invention is a thermoplastic polyamide resin synthesized from high-purity dimerized fatty acid and diamine, which is produced by polymerizing unsaturated fatty acid such as oleic acid and linoleic acid. It is synthesized by reacting a dimerized fatty acid having a purity of 95% or more obtained by distilling a polymerized fatty acid with an aliphatic, aromatic or heterocyclic diamine. Since this polyamide resin has a relatively low melt viscosity and adheres well to metal, glass and plastic, it is widely used as a hot melt adhesive. This polyamide resin is commercially available under the trade name of Macromelt 6200, 6900 manufactured by Henkel Hakusui Co., Ltd.

【0010】FRPロッドを作成する時は、ガラス繊
維,炭素繊維,アラミド繊維(ポリパラフェニレンフタ
ルアミド繊維,芳香族ポリエーテルアミド)等の長繊維
を一方向に配列して上述のエポキシ樹脂又はエポキシ樹
脂とビニルエステル樹脂の混合接着剤に含浸させるが、
この場合ロッド内の繊維の体積含有比率は30〜70容
量%が望ましい。又、プルトルージョンによりダイを通
して引き取るロッドの断面は、円,正方形,正6角形,
正8角形等、種々の形に成形してもよいが、なるべく多
方向からの荷重に耐えるように均一に繊維がマトリック
ス中に包含されることが好ましい。
When the FRP rod is prepared, long fibers such as glass fiber, carbon fiber, aramid fiber (polyparaphenylene phthalamide fiber, aromatic polyether amide) are arranged in one direction and the above-mentioned epoxy resin or epoxy is used. Impregnate a mixed adhesive of resin and vinyl ester resin,
In this case, the volume content of fibers in the rod is preferably 30 to 70% by volume. Moreover, the cross section of the rod drawn through the die by pull-through is circular, square, regular hexagonal,
Although it may be formed into various shapes such as a regular octagon, it is preferable that the fibers are uniformly contained in the matrix so as to withstand loads from multiple directions as much as possible.

【0011】引き取られたロッドを半硬化した状態で平
板圧迫コテにより圧迫する場合には、図1(A)及び
(B)に見られるようにロッドの進行方向に対して垂直
面の上下(5)と左右(6)からロッドを圧迫するよう
な平板圧迫コテを設置する。上下(5)と左右(6)の
平板圧迫コテの位置はロッドの進行速度と関係がある
が、上下からの圧迫と左右からの圧迫はロッド上で交互
に行われ、且つ夫々の圧迫による偏平部分の間隔は10
〜50cm位になるように調整する。上下及び左右の2方
向による圧迫でロッドの軸芯に対して垂直及び水平にロ
ッドの両側に平面が形成され、ロッドを配筋するとき平
面構造だけでなく、立体的にも組み立て、ロッドの交点
における接着面積を大きく取ることが出来る。圧迫によ
り形成される平面はその面積が大きければ接着面積が大
きくなるが、ロッドの断面が極端に偏平になり、荷重が
不均一となるので断面の長径(図2のa)短径(図2の
b)の比は1.3/1〜2/1程度が適当である。(図
2参照)
When pressing the drawn rod in a semi-cured state with a flat plate pressing iron, as shown in FIGS. 1 (A) and 1 (B), a vertical surface (5 ) And the left and right (6) to install a flat plate pressing iron that presses the rod. The positions of the flat (5) and the horizontal (6) compression trowels are related to the speed at which the rod advances, but compression from the top and bottom and compression from the left and right are performed alternately on the rod, and the flatness due to each compression The interval between parts is 10
Adjust so that it is about 50 cm. A flat surface is formed on both sides of the rod vertically and horizontally with respect to the axial center of the rod by pressing in two directions, up and down and left and right. When arranging the rod, not only the planar structure but also the three-dimensional assembly, the intersection of the rods is formed. It is possible to take a large adhesion area. The larger the area of the plane formed by compression, the larger the adhesion area, but the cross section of the rod becomes extremely flat and the load becomes uneven, so the major axis of the section (a in FIG. 2) and the minor axis (FIG. 2). It is suitable that the ratio of b) is about 1.3 / 1 to 2/1. (See Figure 2)

【0012】[0012]

【作 用】上記の如く本発明の補強材はFRPによる通
常の製造工程に若干の加工工程を追加した程度で比較的
簡単に長尺ものや直径の大小様々のものが製造でき、大
量生産が可能であり、用途により自由に組み合わせて使
用が出来る。すなわち、立体的なコンクリート構造体の
補強材として組み立てる時にはこのロッドを配筋して交
点にはロッドの偏平部分が重なるように組み合わせ、接
合部分をホットエアーガン等で少し加熱すればロッドの
外周に塗布した熱可塑性ポリアミド樹脂が溶融して(2
00〜250゜C)これを手で圧着すれば短時間で接着
することが出来、従来の針金による結束や溶接よりも簡
単な操作と機材により組み立てが出来る。
[Operation] As described above, the reinforcing material of the present invention can be relatively easily manufactured into a long product or a large or small diameter product by adding a few processing steps to the normal manufacturing process using FRP, and thus mass production is possible. It is possible and can be used in any combination depending on the application. That is, when assembling as a reinforcing material for a three-dimensional concrete structure, the rods are arranged so that the flat portions of the rods overlap at the intersections, and the joints are slightly heated with a hot air gun etc. The melted thermoplastic polyamide resin (2
(0 to 250 ° C) If you press it by hand, you can bond it in a short time, and you can assemble it with simpler operations and equipment than binding and welding with conventional wires.

【0013】又、この補強材表面に10〜50cmの間隔
で形成した偏平面は交点における接着面積が増える外、
コンクリート中に埋蔵された時、ロッドのアンカー効果
が向上して引き抜け防止作用がある。又、表面に塗布さ
れた熱可塑性ポリアミド樹脂は、酸,アルカリ,塩水等
に対する耐食性が強いので腐食による劣化が防止され
る。
Further, the flat surface formed on the surface of the reinforcing material at intervals of 10 to 50 cm increases the bonding area at the intersection,
When embedded in concrete, the anchor effect of the rod is improved and there is a pull-out prevention effect. Further, since the thermoplastic polyamide resin applied to the surface has strong corrosion resistance against acids, alkalis, salt water, etc., deterioration due to corrosion is prevented.

【0014】[0014]

【実施例】図1,図2は本発明の補強材の製造方法の一
具体例を示す説明図で、図1(A)は側面図を、図1
(B)は平面図を示す。図2(A)はロッド(丸棒)の
側面図,(A’)はそのaにおける断面図,図2(B)
はロッドの平面図,(B’)はそのa’における断面図
を示す。図3は直交接着された2本のロッドの接着強度
を測定する図を示す。
1 and 2 are explanatory views showing a specific example of a method for manufacturing a reinforcing material of the present invention, FIG. 1 (A) is a side view, and FIG.
(B) shows a plan view. 2 (A) is a side view of the rod (round bar), (A ′) is a cross-sectional view at a, and FIG. 2 (B).
Shows a plan view of the rod, and (B ') shows a sectional view at a' thereof. FIG. 3 shows a diagram for measuring the adhesive strength of two rods that are orthogonally bonded.

【0015】補強材ロッドは先ず連続繊維(マルチフィ
ラメント又はモノフィラメント)を複数本平行に併せて
ロール(2)によりマトリックス接着剤液(エポキシ樹
脂又はビニルエステルとエポキシ樹脂の混合)を含浸さ
せ、ダイ(3)を通して所望の形とし、第1加熱槽
(4)にて半硬化状になるまで加熱する。同槽内に設置
した1対の平板金属面を持つ圧迫コテで進行する半硬化
のロッドの上下(5)及び左右(6)(進行方向に垂直
面の上下及び左右)から圧迫してロッドに偏平な形をつ
ける。ロッドの進行速度と圧迫コテの位置を調節して、
成形したロッドの軸方向に10〜50cmの間隔で縦,横
交互に偏平な断面の形状をつける(図2参照)。圧迫力
は半硬化状の樹脂硬度と関係があるが、偏平断面の長径
(a)と短径(b)の比は1.3/1〜2.0/1が好
ましい。これ以上にa/b比が大きくなると荷重が不均
一となるので好ましくない。
The reinforcing rod is prepared by firstly arranging a plurality of continuous fibers (multifilament or monofilament) in parallel and impregnating them with a matrix adhesive solution (epoxy resin or a mixture of vinyl ester and epoxy resin) with a roll (2) to form a die ( It is made into a desired shape through 3) and heated in the first heating tank (4) until it becomes semi-cured. A semi-hardened rod that advances with a compression iron with a pair of flat metal surfaces installed in the same tank is pressed from above and below (5) and left and right (6) (up and down and left and right of a plane perpendicular to the moving direction) to the rod. Add a flat shape. Adjust the moving speed of the rod and the position of the compression iron,
Form a flat cross section alternately in the longitudinal and lateral directions at intervals of 10 to 50 cm in the axial direction of the molded rod (see Fig. 2). The pressing force is related to the hardness of the semi-cured resin, but the ratio of the major axis (a) to the minor axis (b) of the flat cross section is preferably 1.3 / 1 to 2.0 / 1. If the a / b ratio becomes larger than this, the load becomes non-uniform, which is not preferable.

【0016】成形加工したロッドは第2加熱槽(7)に
入り、更に高温加熱により完全硬化させる。第2加熱槽
を出たロッドはロール(8,9)の間を通過して、ここ
で溶融した熱可塑性ポリアミド樹脂を塗布する。塗布量
はロッドの通過速度とポリアミド樹脂の温度,粘度によ
り調節し、ロッドの外側に0.2〜1mmの厚みとするの
が好ましい。塗布したポリアミド樹脂が冷却したロッド
はロール(10,11)で引き取り、適当な長さに切断
する。
The molded rod enters the second heating tank (7) and is further hardened by heating at a high temperature. The rod exiting the second heating tank passes between the rolls (8, 9) to apply the molten thermoplastic polyamide resin there. The coating amount is adjusted by the passage speed of the rod and the temperature and viscosity of the polyamide resin, and it is preferable that the outer side of the rod has a thickness of 0.2 to 1 mm. The rod cooled by the applied polyamide resin is taken by a roll (10, 11) and cut into an appropriate length.

【0017】このようにして製造した補強ロッドの接着
強度は以下の方法で測定した。ロッド(cおよびd)の
偏平面をホットエアーガンで220゜Cに加熱し、塗布
したポリアミド樹脂が軟化した状態で2本のロッドを直
交するように圧着した。室温で1日放置した後、図3に
示す治具(e)をロッドcに引掛けて、eとdを引っ張
り、接着力を測定した。 接着力 80〜130 kgf/cm2
The adhesive strength of the reinforcing rod thus manufactured was measured by the following method. The flat surfaces of the rods (c and d) were heated to 220 ° C. with a hot air gun, and the two rods were pressure-bonded so as to be orthogonal to each other while the applied polyamide resin was softened. After left at room temperature for 1 day, the jig (e) shown in FIG. 3 was hooked on the rod c to pull e and d, and the adhesive force was measured. Adhesive strength 80-130 kgf / cm 2

【0018】[0018]

【発明の効果】この発明は以上に述べた如く、従来のF
RPによるコンクリート補強材ロッドの製法に若干の改
良工程を追加することにより、比較的簡単に、且つ大量
に連続生産することが出来る。このようにして生産した
補強材ロッドは、大規模のコンクリート構造物やパネル
の造成をする際に配筋材として使用されるが、その交点
を接着する場合にホットエアーガンによりロッド表面を
少し加熱(200〜220゜C)した後、手で圧着すれ
ば簡単に結合が出来るので従来の針金を使用する結束や
溶接に比べて手間がかからない。又、図2に見られるよ
うに凹凸の形状を持つためにコンクリート内に埋蔵され
た後はアンカー効果を有し、引き抜きの防止効果があ
る。この繊維強化樹脂で作られたロッドは軽量であり、
引張,圧縮,剪断,曲げ等の各方向の応力に対し強度を
有し、且つ酸,アルカリ,塩類等の腐食に対する抵抗が
大である。
As described above, the present invention has the advantages of the conventional F
By adding a slight improvement step to the method of manufacturing the concrete reinforcement rod by RP, it is possible to carry out continuous production in a relatively simple and large amount. The reinforcement rod produced in this way is used as a reinforcing bar when constructing large-scale concrete structures and panels, but when bonding the intersections, the rod surface is slightly heated by a hot air gun ( After the temperature is 200 to 220 ° C), it can be easily joined by crimping by hand, which is less troublesome than binding and welding using conventional wire. Further, as shown in FIG. 2, since it has an uneven shape, it has an anchoring effect after being embedded in concrete and has an effect of preventing pulling out. The rod made of this fiber reinforced resin is lightweight,
It has strength against stress in each direction such as tension, compression, shearing and bending, and has a large resistance to corrosion by acids, alkalis, salts and the like.

【0019】[0019]

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

【図1】 本発明の補強材ロッドを製造する装置の
(A)は側面図である。(B)は同装置の平面図であ
る。
FIG. 1A is a side view of an apparatus for manufacturing a reinforcement rod of the present invention. (B) is a plan view of the apparatus.

【図2】 (A)は本発明の補強材ロッドの側面図で
ある。(A’)は(A)中のロッドのaにおける断面図
である。(B)は本発明の補強材ロッドの平面図であ
る。(B')は(B)中のロッドのa'における断面図で
ある。
FIG. 2A is a side view of the reinforcing rod of the present invention. (A ') is a cross-sectional view of the rod in (A) at a. (B) is a plan view of the reinforcing rod of the present invention. (B ') is a cross-sectional view at a'of the rod in (B).

【図3】 直交接着された2本のロッド間の接着強
度測定図である。
FIG. 3 is a view showing an adhesive strength measurement between two rods which are orthogonally bonded.

【符号の説明】[Explanation of symbols]

1. 繊維フィラメントのビーム 2. 接着剤(マトリックス)ロール 2'. 接着剤(マトリックス)槽 3. ダイ 4. 第1加熱槽 5. 垂直圧迫コテ 6. 水平圧迫コテ 7. 第2加熱槽 8,9. ポリアミド樹脂塗布ロール 8'. ポリアミド樹脂溶融槽 10,11. 引き取りロール a,b' 偏平断面の長径 b,a' 偏平断面の短径 c,d 直交接着された2本のロッド e. 引張りに使用する治具 以上 1. Fiber filament beam 2. Adhesive (matrix) roll 2 '. Adhesive (matrix) tank 3. Die 4. First heating tank 5. Vertical pressing iron 6. Horizontal pressing iron 7. Second heating tank 8, 9. Polyamide resin coating roll 8 '. Polyamide resin melting tank 10,11. Take-up roll a, b'Long diameter of flat cross section b, a'Short diameter of flat cross section c, d Two rods bonded orthogonally e. Pulling Jig used for

フロントページの続き (72)発明者 高橋 淳一 大阪府大阪市中央区今橋2丁目5番8号 日商岩井ビルディング ヘンケル白水株式 会社内Front page continued (72) Inventor Junichi Takahashi 2-5-8 Imabashi, Chuo-ku, Osaka-shi, Osaka Nissho Iwai Building Henkel Shiramizu Co., Ltd.

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エポキシ樹脂又
はビニルエステルとエポキシ樹脂混合系の接着剤を含浸
させ、ダイを通して所定形状とし、次に加熱により半硬
化の状態で進行するロッドに対し10〜50cmの間隔で
断面の上下及び左右から交互に平板の圧迫コテによりロ
ッドを圧迫してその断面が偏平となるように部分的に変
形させた後、含浸した樹脂を加熱により完全硬化させ、
その後、溶融した特殊熱可塑性ポリアミド樹脂をロッド
の外側に塗布することを特徴とする繊維強化樹脂製コン
クリート補強材。
1. A rod which is obtained by merging a plurality of continuous fibers and impregnating them with an epoxy resin or vinyl ester / epoxy resin mixed adhesive and forming them into a predetermined shape through a die, and then progressing in a semi-cured state by heating. After pressing the rod alternately with the pressing iron of the flat plate from the top and bottom and the left and right of the cross section at intervals of 10 to 50 cm and partially deforming so that the cross section becomes flat, the impregnated resin is completely cured by heating,
After that, a molten special thermoplastic polyamide resin is applied to the outside of the rod, which is a fiber-reinforced resin concrete reinforcing material.
【請求項2】以下の(a)(b)(c)(d)(e)の
工程によりなることを特徴とする繊維強化樹脂製コンク
リート補強材の製造方法。 (a)連続繊維を複数本併合して揃えてエポキシ樹脂又
はビニルエステルとエポキシ樹脂混合系接着剤を含浸さ
せる工程。 (b)ダイを通過して所定の形状とし、加
熱して半硬化の状態とする工程。 (c)半硬化状態で
加熱炉中を進行するロッドに対し、10〜50cmの間隔
で断面の上下及び左右から交互に平板の圧迫コテにより
ロッドを圧迫して断面が偏平となるように部分的に変形
させる工程。 (d)更に加熱してロッドを完全硬化さ
せる工程。 (e)進行するロッドに溶融した熱可塑性
特殊ポリアミド樹脂を塗布する工程。
2. A method for producing a concrete reinforcing material made of fiber reinforced resin, which comprises the following steps (a), (b), (c), (d) and (e). (A) A step of merging and aligning a plurality of continuous fibers and impregnating them with an epoxy resin or vinyl ester and an epoxy resin mixed adhesive. (B) A step of passing through a die to give a predetermined shape and heating to a semi-cured state. (C) For the rod that advances in the heating furnace in the semi-cured state, the rod is pressed by the pressing iron of the flat plate alternately at the intervals of 10 to 50 cm from the top and bottom and the left and right of the cross section so that the cross section becomes flat. Process to transform into. (D) A step of further heating to completely cure the rod. (E) A step of applying a molten thermoplastic special polyamide resin to the advancing rod.
【請求項3】95%以上高純度の2量化脂肪酸とジアミ
ンから合成した特殊熱可塑性ポリアミド樹脂を接着剤と
してロッドの外側に塗布することを含む請求項1の繊維
強化樹脂製コンクリート補強材。
3. A concrete reinforcing material made of fiber reinforced resin according to claim 1, which comprises applying a special thermoplastic polyamide resin synthesized from dimerized fatty acid having a high purity of 95% or more and diamine as an adhesive to the outside of the rod.
【請求項4】請求項2の(e)工程において95%以上
の高純度2量化脂肪酸とジアミンから合成した特殊熱可
塑性ポリアミド樹脂を接着剤としてロッドの外側に塗布
することを含む繊維強化樹脂製コンクリート補教材の製
造方法。
4. A fiber reinforced resin comprising applying a special thermoplastic polyamide resin synthesized from 95% or more of high-purity dimerized fatty acid and diamine as an adhesive to the outside of the rod in the step (e) of claim 2. Manufacturing method of concrete supplementary teaching materials.
JP15895693A 1993-06-29 1993-06-29 Concrete reinforcing material and its production Pending JPH0718786A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15895693A JPH0718786A (en) 1993-06-29 1993-06-29 Concrete reinforcing material and its production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15895693A JPH0718786A (en) 1993-06-29 1993-06-29 Concrete reinforcing material and its production

Publications (1)

Publication Number Publication Date
JPH0718786A true JPH0718786A (en) 1995-01-20

Family

ID=15683023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15895693A Pending JPH0718786A (en) 1993-06-29 1993-06-29 Concrete reinforcing material and its production

Country Status (1)

Country Link
JP (1) JPH0718786A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006001702A1 (en) * 2004-06-23 2006-01-05 Exel Oyj Method and equipment for the manufacturing of reinforcing bars of composite material
WO2006001703A1 (en) * 2004-06-23 2006-01-05 Exel Oyj Reinforcement bars of composite material, surface pattern

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006001702A1 (en) * 2004-06-23 2006-01-05 Exel Oyj Method and equipment for the manufacturing of reinforcing bars of composite material
WO2006001703A1 (en) * 2004-06-23 2006-01-05 Exel Oyj Reinforcement bars of composite material, surface pattern

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