JPH0891913A - Reinforcing steel substitute made of frp and its production - Google Patents

Reinforcing steel substitute made of frp and its production

Info

Publication number
JPH0891913A
JPH0891913A JP6235296A JP23529694A JPH0891913A JP H0891913 A JPH0891913 A JP H0891913A JP 6235296 A JP6235296 A JP 6235296A JP 23529694 A JP23529694 A JP 23529694A JP H0891913 A JPH0891913 A JP H0891913A
Authority
JP
Japan
Prior art keywords
frp
shaped
reinforcing bar
reinforcing
rod
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
JP6235296A
Other languages
Japanese (ja)
Other versions
JP3520117B2 (en
Inventor
Takehiko Kato
武彦 加藤
Norimitsu Hayashida
則光 林田
Yuichi Tanaka
裕一 田中
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.)
Arisawa Mfg Co Ltd
Kumagai Gumi Co Ltd
Original Assignee
Arisawa Mfg Co Ltd
Kumagai Gumi 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 Arisawa Mfg Co Ltd, Kumagai Gumi Co Ltd filed Critical Arisawa Mfg Co Ltd
Priority to JP23529694A priority Critical patent/JP3520117B2/en
Publication of JPH0891913A publication Critical patent/JPH0891913A/en
Application granted granted Critical
Publication of JP3520117B2 publication Critical patent/JP3520117B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

PURPOSE: To provide a light-weight FPE as a substitute for reinforcing steel. CONSTITUTION: This FRP material substituting for reinforcing steel is produced by reinforcing a thermosetting resin with plural bundles of reinforcing fibers 5 continuing in one direction, winding the outer circumference of the obtained rod material 1 with a winding material 2 having a filament or web form and forming unevenness on the surface. A hollow part 3 continuing in longitudinal direction is formed in the rod material 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は例えば土木建設分野で使
用される鉄筋、PC鋼材等の代替品としてコンクリート
構造物に埋設されるFRP製鉄筋代替材及びその製造方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an FRP reinforcing bar substitute material embedded in a concrete structure as a substitute for a reinforcing bar, a PC steel material or the like used in the field of civil engineering, and a method for producing the same.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】本願出
願人らは、先に出願した特開平4−89346号(以
下、従来例という。)に係るFRP製鉄筋代替材及びそ
の製造法に於いて、コンクリートとの付着強さを得るべ
く熱硬化性樹脂を含浸した強化用繊維の束に繊維を巻回
して表面に凹凸を形成し、その後に熱硬化性樹脂を硬化
させ、該束と巻回繊維とを強固に一体化させる技術を提
案した。
2. Description of the Related Art The applicants of the present invention are concerned with a FRP rebar substitute material and a method for producing the same according to the previously filed Japanese Patent Application Laid-Open No. 4-89346 (hereinafter referred to as "conventional example"). Then, the fibers are wound around a bundle of reinforcing fibers impregnated with a thermosetting resin to obtain adhesion strength with concrete to form irregularities on the surface, and then the thermosetting resin is cured, and the bundle and the bundle are wound. We have proposed a technology to firmly integrate the swirl fibers.

【0003】本発明は上記従来技術の改良発明に係るも
ので、この従来技術の特徴を有することは勿論きわめて
軽量で、(コンクリート付着強さ)/(引張強さ)の比
率が高いFRP製鉄筋代替材及びその製造方法を提供す
るものである。
The present invention relates to an improved invention of the above-mentioned prior art, and is of course extremely light in weight and has a high ratio of (concrete bond strength) / (tensile strength) as well as the characteristics of this prior art. An alternative material and a manufacturing method thereof are provided.

【0004】[0004]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0005】一方向に連続した複数の強化用繊維5の束
で熱硬化性樹脂を補強した棒状体1の外周に糸状若しく
は帯状の巻回体2を巻回して表面に凹凸を形成して成る
FRP製鉄筋代替材であって、棒状体1の内部に長手方
向に連続した中空部3を設けたことを特徴とするFRP
製鉄筋代替材に係るものである。
A rod-shaped body 1 reinforced with a thermosetting resin by a bundle of a plurality of reinforcing fibers 5 continuous in one direction is wound around a thread-shaped or band-shaped winding body 2 to form irregularities on the surface. FRP steel bar substitute material, characterized in that a hollow portion 3 continuous in the longitudinal direction is provided inside a rod-shaped body 1.
The present invention relates to a reinforcing bar substitute material.

【0006】請求項1記載のFRP製鉄筋代替材におい
て、中空部3を複数本設けたことを特徴とするFRP製
鉄筋代替材に係るものである。
In the FRP reinforcing bar substitute material according to claim 1, the FRP reinforcing bar substitute material is characterized in that a plurality of hollow portions 3 are provided.

【0007】一方向に連続した複数の強化用繊維5の束
で熱硬化性樹脂を補強した棒状体1の外周に糸状若しく
は帯状の巻回体2を巻回して表面に凹凸を形成して成る
FRP製鉄筋代替材であって、棒状体1の内部に長手方
向に連続した弾力性を有する弾力部材4を設けたことを
特徴とするFRP製鉄筋代替材に係るものである。
A rod-shaped body 1 reinforced by a thermosetting resin with a bundle of a plurality of reinforcing fibers 5 continuous in one direction is wound with a thread-shaped or band-shaped wound body 2 to form irregularities on the surface. The present invention relates to a FRP reinforcing bar substitute, characterized in that a resilient member 4 having elasticity that is continuous in the longitudinal direction is provided inside the rod-shaped body 1.

【0008】請求項3記載のFRP製鉄筋代替材におい
て、弾力部材4を複数個設けたことを特徴とするFRP
製鉄筋代替材に係るものである。
The FRP reinforcing bar substitute according to claim 3, wherein a plurality of elastic members 4 are provided.
The present invention relates to a reinforcing bar substitute material.

【0009】請求項3,4いずれか1項記載のFRP製
鉄筋代替材において、弾力部材4としてゴム若しくはプ
ラスチックを採用したことを特徴とするFRP製鉄筋代
替材に係るものである。
The FRP rebar substitute material according to any one of claims 3 and 4, wherein rubber or plastic is adopted as the elastic member 4.

【0010】請求項1,2いずれか1項記載のFRP製
鉄筋代替材において、棒状体1内にゴム製又はプラスチ
ック製のチューブ6を設けることで中空部3を形成した
ことを特徴とするFRP製鉄筋代替材に係るものであ
る。
In the FRP reinforcing bar substitute material according to any one of claims 1 and 2, the hollow portion 3 is formed by providing a tube 6 made of rubber or plastic in the rod-shaped body 1. The present invention relates to a reinforcing bar substitute material.

【0011】請求項6記載のFRP製鉄筋代替材におい
て、チューブ6内にゴム,プラスチック,スポンジ状部
材等の弾力性を有する弾力部材4を充填したことを特徴
とするFRP製鉄筋代替材に係るものである。
In the FRP reinforcing bar substitute material according to claim 6, the tube 6 is filled with an elastic member 4 having elasticity such as rubber, plastic, sponge-like member, or the like. It is a thing.

【0012】一方向に連続した複数の強化用繊維5の束
で熱硬化性樹脂を補強した棒状体1の外周に糸状若しく
は帯状の巻回体2を巻回して表面に凹凸を形成して成る
FRP製鉄筋代替材の製造方法であって、一方向に連続
した複数の強化用繊維5を連続的に引き抜き、該強化用
繊維5に熱硬化性樹脂を含浸せしめ、その後ダイ7に通
して該強化用繊維5を束にする際、ゴム製若しくはプラ
スチック製の連続したチューブ6を該チューブ6が該束
の内部にして長手方向に配設されるように構成し、この
チューブ6が内装された束の外周に糸若しくは帯状の巻
回体2を巻回して表面に凹凸を形成し、その後加熱硬化
せしめることを特徴とするFRP製鉄筋代替材の製造方
法に係るものである。
A rod-shaped body 1 reinforced by a thermosetting resin with a bundle of a plurality of reinforcing fibers 5 continuous in one direction is wound with a thread-shaped or band-shaped wound body 2 to form irregularities on the surface. A method for manufacturing a FRP-made reinforcing bar substitute, which comprises continuously pulling out a plurality of reinforcing fibers 5 continuous in one direction, impregnating the reinforcing fibers 5 with a thermosetting resin, and then passing through a die 7 to When the reinforcing fibers 5 are bundled, a continuous tube 6 made of rubber or plastic is configured such that the tubes 6 are arranged in the bundle in the longitudinal direction, and the tubes 6 are incorporated. The present invention relates to a method for manufacturing an FRP rebar substitute material, which comprises winding a thread or strip-shaped winding body 2 around the outer circumference of a bundle to form irregularities on the surface, and then heat-curing.

【0013】[0013]

【作用】本発明によるFRP製鉄筋代替材は、その棒状
体1の内部に中空部3を有している為軽量であるととも
に成形工程に特別な装置や配慮を必要とせずして容易に
巻き締めによる表面凹凸の形成が可能となる。
The FRP reinforcing bar substitute material according to the present invention is lightweight because it has the hollow portion 3 inside the rod-shaped body 1 and can be easily wound without requiring special equipment or consideration in the molding process. Surface irregularities can be formed by tightening.

【0014】[0014]

【実施例】図面は本発明の実施例を図示したもので、以
下に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT The drawings illustrate an embodiment of the present invention and are described below.

【0015】図1は本発明に係るFRP製鉄筋代替材の
成形行程を示すもので、強化用繊維5としてデュポン東
レ(株)のアラミド繊維(ケブラー49,タイプ968の
7100デニール)を125本用意する。尚、強化繊維
5としてアラミド繊維を使用しているが、強化用繊維5
として、ガラス繊維やカーボン繊維等の各種の無機並び
に有機繊維のいずれを使用しても、又用途に合致させる
べく2種類以上の繊維を組み合わせて使用しても良いこ
とは勿論である。
FIG. 1 shows the forming process of the FRP reinforcing bar substitute material according to the present invention. As the reinforcing fibers 5, 125 aramid fibers (Kevlar 49, type 968 7100 denier) of DuPont Toray Co., Ltd. were prepared. To do. Although aramid fiber is used as the reinforcing fiber 5, the reinforcing fiber 5
As a matter of course, any of various inorganic and organic fibers such as glass fiber and carbon fiber may be used, or two or more kinds of fibers may be used in combination so as to match the application.

【0016】また、ゴム製のチューブ6として東亜化学
(株)のトアロンチューブφ4(外径)×φ2(内径)を
7本用意する。尚、チューブ6としてはゴム製のものに
限らず適度な柔軟性を有するものであればどのようなも
のでも良い。
Also, as the rubber tube 6, Toa Kagaku
Prepare seven Toaron tubes φ4 (outer diameter) × φ2 (inner diameter) from Co., Ltd. The tube 6 is not limited to a rubber tube, but may be any tube as long as it has appropriate flexibility.

【0017】また、前記アラミド繊維の束に一定間隔で
螺旋状に巻回する糸状の巻回体2として東レ(株)ナイロ
ン66、1260デニール2本を用意する。尚、巻回体
2としてはこの他に、帯状の繊維若しくはテープ状の織
物等どのようなものでも良い。
Two nylon 66, 1260 denier Toray Co., Ltd. nylons are prepared as a thread-shaped winding body 2 which is wound spirally around the bundle of aramid fibers at regular intervals. The wound body 2 may be any other material such as a strip-shaped fiber or a tape-shaped woven fabric.

【0018】また、エポキシ樹脂として油化シェル(株)
製のエピコート807を100部に硬化剤として油化シ
ェル(株)製のエピキュア113を36部調合したものを
用意する。尚、エポキシ樹脂の他ビニルエステル樹脂、
不飽和ポリエステル樹脂などの熱硬化製樹脂を使用して
も良いことは勿論である。
Also, as an epoxy resin, Yuka Shell Co., Ltd.
A mixture of 100 parts of Epicoat 807 manufactured by Yuka Shell Co., Ltd. as a curing agent and 36 parts of Epicure 113 manufactured by Yuka Shell Co., Ltd. is prepared. In addition to epoxy resin, vinyl ester resin,
Of course, a thermosetting resin such as an unsaturated polyester resin may be used.

【0019】これらを使用し、図1の成形行程に従って
表面に凹凸を有する最外径平均16.6mmφのFRP
製鉄筋代替材を得た。
Using these, an FRP having an outermost diameter average of 16.6 mmφ and having irregularities on the surface according to the molding process of FIG.
A steel bar substitute material was obtained.

【0020】図1に基づいて具体的にその製造方法を説
明する。
The manufacturing method will be specifically described with reference to FIG.

【0021】一方向に連続した複数本の前記アラミド繊
維に前記調合済のエポキシ樹脂を含浸し、余分な樹脂を
スクイズした後、所定の本数に分割し、各々の小繊維束
を形状設定用のガイド板16に通す。この際、アラミド繊
維とは別に引き出した複数本の前記チューブ6をアラミ
ド繊維の小繊維束同志の間になるように配設し、全体
(アラミド繊維とチューブ6)を所望の形状に成形する
ダイ7に通して引揃えた後、巻回体2としての前記ナイ
ロン66を一定間隔で巻き締めるように巻回し、続い
て、加熱硬化炉15で加熱硬化し、続いて、切断機10で切
断して所定長のFRP製鉄筋代替材を得る。尚、ナイロ
ン66を巻回する前に少し加熱してエポキシ樹脂を半硬
化状態にしておいても良い。
A plurality of the aramid fibers that are continuous in one direction are impregnated with the prepared epoxy resin, squeeze the excess resin, and then divided into a predetermined number, and each small fiber bundle is used for shape setting. Pass through the guide plate 16. At this time, a plurality of the tubes 6 drawn out separately from the aramid fiber are arranged so as to be between the small fiber bundles of the aramid fiber, and the whole (aramid fiber and tube 6) is molded into a desired shape. 7, and then, the nylon 66 as the wound body 2 is wound so as to be tightly wound at a constant interval, subsequently, is heat-cured in a heat curing furnace 15, and then is cut by a cutting machine 10. To obtain a FRP reinforcing bar substitute with a predetermined length. The epoxy resin may be semi-cured by slightly heating it before winding the nylon 66.

【0022】符号8は樹脂貯部、9は引取機である。Reference numeral 8 is a resin storage portion, and 9 is a take-up machine.

【0023】このFRP製鉄筋代替材の外観形状を図2
〜4に、また、寸法,コンクリート補強の設計指針とな
る部材引張強さ及びコンクリート付着強さを表1に示
す。
FIG. 2 shows the external shape of the FRP reinforcing bar substitute material.
4 to 4, and Table 1 shows the dimensions, the tensile strength of members and the concrete adhesion strength which are design guidelines for concrete reinforcement.

【0024】[0024]

【表1】 [Table 1]

【0025】尚、このFRP製鉄筋代替材の引張強さは
図5のように試料長さ1000mmの両端300mm部
に金属スリーブ11を配し、エポキシグラウト剤12により
金属スリーブ11と該試料を一体とした後、容量100t
の引張試験機で金属スリーブ11を把持し、両側に引張り
破断させた。
As shown in FIG. 5, the tensile strength of this FRP rebar substitute material is such that a metal sleeve 11 is arranged at both ends of a sample length of 1000 mm and 300 mm portions, and the metal sleeve 11 and the sample are integrated with an epoxy grout agent 12. After that, the capacity is 100t
The metal sleeve 11 was gripped by the tensile tester, and was pulled and ruptured on both sides.

【0026】また、コンクリート付着強さは土木学会に
よる連続繊維補強材の付着試験方法(試案)に準拠して
実施した。
The concrete adhesion strength was determined in accordance with the adhesion test method (tentative plan) for continuous fiber reinforcement by the Japan Society of Civil Engineers.

【0027】比較例として次のFRP製鉄筋代替材を作
成した。
As a comparative example, the following FRP steel bar substitute material was prepared.

【0028】前記ゴム製のチューブ6を使用しないとい
う点以外は前記実施例と同様な成形行程に従って最外径
平均12.4mmφのFRP製鉄筋代替材を得た。
An FRP rebar substitute material having an average outermost diameter of 12.4 mmφ was obtained according to the same molding process as in the above-mentioned example except that the rubber tube 6 was not used.

【0029】このFRP製鉄筋代替材の寸法、引張強さ
及びコンクリート付着強さを表1に示す。
Table 1 shows the dimensions, tensile strength and concrete adhesion strength of the FRP reinforcing bar substitute material.

【0030】尚、表1には従来から提案されている異形
鉄筋D13の寸法,引張強さ及びコンクリート付着強さ
も記載した。
Table 1 also shows the dimension, tensile strength and concrete adhesion strength of the conventionally proposed deformed bar D13.

【0031】上記のことから本実施例に係るFRP製鉄
筋代替材は、ゴム製のチューブ6により内部に中空部3
が存する為、巻回体2の巻回による巻き締めの凹凸が特
別な操作や装置を必要とせず容易に形成し得ることにな
る。即ち大きな凹凸差を容易に形成し得ることになる。
From the above, the FRP reinforcing bar substitute material according to the present embodiment is provided with the hollow portion 3 inside by the tube 6 made of rubber.
Therefore, it is possible to easily form the concavo-convex of the winding tightening due to the winding of the winding body 2 without requiring a special operation or a device. That is, a large unevenness difference can be easily formed.

【0032】また、本実施例は使用する強化用繊維の量
を変えずに太径化が可能となる。このことは、表面積の
増大を意味し、よって、コンクリートとの付着強さが大
巾に増加する。
In this embodiment, the diameter can be increased without changing the amount of the reinforcing fiber used. This means that the surface area is increased, and therefore the adhesion strength with concrete is greatly increased.

【0033】図6,7は別例で図6はゴム製のチューブ
6内にスポンジ状部材13を充填した場合、図7はゴム製
のチューブ6内に繊維を緩く編んだ編部材14を充填した
場合である。
FIGS. 6 and 7 show another example. FIG. 6 shows a case where a rubber tube 6 is filled with a sponge-like member 13, and FIG. 7 shows a case where a rubber tube 6 is filled with a loosely knitted knitting member 14. That is the case.

【0034】[0034]

【発明の効果】本発明は上述のように構成したから、非
常に軽量となり、また、表面凹凸を容易に形成できる故
それだけコンクリートと堅固に付着し得るFRP製鉄筋
代替材及びその製造方法になる。
EFFECTS OF THE INVENTION Since the present invention is constructed as described above, it is extremely lightweight, and an FRP rebar substitute material and a method for producing the same that can be firmly adhered to concrete because the surface irregularities can be easily formed. .

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

【図1】本実施例の製造工程説明図である。FIG. 1 is an explanatory diagram of a manufacturing process of the present embodiment.

【図2】本実施例の説明斜視図である。FIG. 2 is an explanatory perspective view of the present embodiment.

【図3】本実施例の説明縦断面図である。FIG. 3 is a vertical sectional view for explaining the present embodiment.

【図4】本実施例の説明横断面図である。FIG. 4 is a cross sectional view for explaining the present embodiment.

【図5】本実施例の引張強さ試験の説明図である。FIG. 5 is an explanatory diagram of a tensile strength test of this example.

【図6】別例の横断面図である。FIG. 6 is a cross-sectional view of another example.

【図7】別例の横断面図である。FIG. 7 is a cross-sectional view of another example.

【符号の説明】[Explanation of symbols]

1 棒状体 2 巻回体 3 中空部 4 弾力部材 5 強化用繊維 6 チューブ 7 ダイ 1 bar-shaped body 2 wound body 3 hollow part 4 elastic member 5 reinforcing fiber 6 tube 7 die

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B29C 70/52 // B29L 31:10 (72)発明者 田中 裕一 新潟県上越市南本町1丁目5番5号 株式 会社有沢製作所内Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI technology display location B29C 70/52 // B29L 31:10 (72) Inventor Yuichi Tanaka 1-5-5 Minamihonmachi, Joetsu City, Niigata Prefecture No. Stock Company Arisawa Manufacturing Co., Ltd.

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 一方向に連続した複数の強化用繊維の束
で熱硬化性樹脂を補強した棒状体の外周に糸状若しくは
帯状の巻回体を巻回して表面に凹凸を形成して成るFR
P製鉄筋代替材であって、棒状体の内部に長手方向に連
続した中空部を設けたことを特徴とするFRP製鉄筋代
替材。
1. A FR comprising a rod-shaped body reinforced with a thermosetting resin reinforced by a bundle of a plurality of reinforcing fibers continuous in one direction, around which a thread-shaped or band-shaped wound body is wound to form irregularities on the surface.
An FRP reinforcing bar substitute, which is a P reinforcing bar substitute, wherein a hollow portion continuous in the longitudinal direction is provided inside a rod-shaped body.
【請求項2】 請求項1記載のFRP製鉄筋代替材にお
いて、中空部を複数本設けたことを特徴とするFRP製
鉄筋代替材。
2. The FRP rebar substitute material according to claim 1, wherein a plurality of hollow portions are provided.
【請求項3】 一方向に連続した複数の強化用繊維の束
で熱硬化性樹脂を補強した棒状体の外周に糸状若しくは
帯状の巻回体を巻回して表面に凹凸を形成して成るFR
P製鉄筋代替材であって、棒状体の内部に長手方向に連
続した弾力性を有する弾力部材を設けたことを特徴とす
るFRP製鉄筋代替材。
3. A FR formed by winding a thread-shaped or band-shaped wound body around the outer periphery of a rod-shaped body reinforced with a thermosetting resin by a plurality of reinforcing fiber bundles continuous in one direction to form irregularities on the surface.
A PRP reinforcing bar substitute, characterized in that an elastic member having elasticity continuous in the longitudinal direction is provided inside a rod-shaped body.
【請求項4】 請求項3記載のFRP製鉄筋代替材にお
いて、弾力部材を複数個設けたことを特徴とするFRP
製鉄筋代替材。
4. The FRP rebar substitute material according to claim 3, wherein a plurality of elastic members are provided.
Alternative material for steel reinforcement.
【請求項5】 請求項3,4いずれか1項記載のFRP
製鉄筋代替材において、弾力部材としてゴム若しくはプ
ラスチックを採用したことを特徴とするFRP製鉄筋代
替材。
5. The FRP according to claim 3,
An FRP reinforcing bar substitute, characterized by using rubber or plastic as an elastic member in the reinforcing bar substitute.
【請求項6】 請求項1,2いずれか1項記載のFRP
製鉄筋代替材において、棒状体内にゴム製又はプラスチ
ック製のチューブを設けることで中空部を形成したこと
を特徴とするFRP製鉄筋代替材。
6. The FRP according to claim 1,
In the reinforcing bar substitute material, an FRP reinforcing bar substitute material, characterized in that a hollow portion is formed by providing a tube made of rubber or plastic in a rod-shaped body.
【請求項7】 請求項6記載のFRP製鉄筋代替材にお
いて、チューブ内にゴム,プラスチック,スポンジ状部
材等の弾力性を有する弾力部材を充填したことを特徴と
するFRP製鉄筋代替材。
7. The FRP rebar substitute material according to claim 6, wherein the tube is filled with an elastic member having elasticity such as rubber, plastic, or a sponge-like member.
【請求項8】 一方向に連続した複数の強化用繊維の束
で熱硬化性樹脂を補強した棒状体の外周に糸状若しくは
帯状の巻回体を巻回して表面に凹凸を形成して成るFR
P製鉄筋代替材の製造方法であって、一方向に連続した
複数の強化用繊維を連続的に引き抜き、該強化用繊維に
熱硬化性樹脂を含浸せしめ、その後ダイに通して該強化
用繊維束にする際、ゴム製若しくはプラスチック製の連
続したチューブを該チューブが該束の内部にして長手方
向に配設されるように構成し、このチューブが内装され
た束の外周に糸若しくは帯状の巻回体を巻回して表面に
凹凸を形成し、その後加熱硬化せしめることを特徴とす
るFRP製鉄筋代替材の製造方法。
8. An FR formed by winding a thread-shaped or strip-shaped wound body around the outer periphery of a rod-shaped body reinforced with a thermosetting resin with a bundle of a plurality of reinforcing fibers continuous in one direction to form irregularities on the surface.
A method for manufacturing a P-reinforced reinforcing material, comprising continuously extracting a plurality of reinforcing fibers in one direction, impregnating the reinforcing fibers with a thermosetting resin, and then passing the reinforcing fibers through a die. When making a bundle, a continuous tube made of rubber or plastic is configured such that the tube is arranged inside the bundle in the longitudinal direction, and the tube is provided with threads or strips on the outer circumference of the bundle. A method for manufacturing an FRP-made reinforcing bar substitute material, which comprises winding a wound body to form irregularities on the surface, and then heat-curing the wound body.
JP23529694A 1994-09-29 1994-09-29 FRP steel replacement material and method of manufacturing the same Expired - Fee Related JP3520117B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23529694A JP3520117B2 (en) 1994-09-29 1994-09-29 FRP steel replacement material and method of manufacturing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23529694A JP3520117B2 (en) 1994-09-29 1994-09-29 FRP steel replacement material and method of manufacturing the same

Publications (2)

Publication Number Publication Date
JPH0891913A true JPH0891913A (en) 1996-04-09
JP3520117B2 JP3520117B2 (en) 2004-04-19

Family

ID=16984018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23529694A Expired - Fee Related JP3520117B2 (en) 1994-09-29 1994-09-29 FRP steel replacement material and method of manufacturing the same

Country Status (1)

Country Link
JP (1) JP3520117B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012053901A1 (en) 2010-10-21 2012-04-26 Reforcetech Ltd. Reinforcement bar and method for manufacturing same
JP2017201090A (en) * 2016-05-02 2017-11-09 小松精練株式会社 Seismic reinforcement
KR20180111035A (en) * 2017-03-31 2018-10-11 (주)대성씨엠피 Method for manufacturing composite rebar having spiral rib

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012053901A1 (en) 2010-10-21 2012-04-26 Reforcetech Ltd. Reinforcement bar and method for manufacturing same
JP2014502319A (en) * 2010-10-21 2014-01-30 リフォーステック リミテッド Reinforcing bar and method for manufacturing the same
KR20140032350A (en) * 2010-10-21 2014-03-14 리포스테크 엘티디. Reinforcement bar and method for manufacturing same
AU2011318673B2 (en) * 2010-10-21 2015-02-05 Reforcetech Ltd. Reinforcement bar and method for manufacturing same
EP2630100A4 (en) * 2010-10-21 2016-07-20 Reforcetech Ltd Reinforcement bar and method for manufacturing same
EA025976B1 (en) * 2010-10-21 2017-02-28 Рефорстек Лтд. Reinforcement bar for concrete structures and method for manufacturing same
US11820709B2 (en) 2010-10-21 2023-11-21 Reforcetech Ltd. Reinforcement bar and method for manufacturing same
JP2017201090A (en) * 2016-05-02 2017-11-09 小松精練株式会社 Seismic reinforcement
KR20180111035A (en) * 2017-03-31 2018-10-11 (주)대성씨엠피 Method for manufacturing composite rebar having spiral rib

Also Published As

Publication number Publication date
JP3520117B2 (en) 2004-04-19

Similar Documents

Publication Publication Date Title
US5846364A (en) Reinforced concrete structure, reinforcing device, and method for producing same
US5077113A (en) Filament-reinforced resinous structural rod
KR20180111035A (en) Method for manufacturing composite rebar having spiral rib
JP3520117B2 (en) FRP steel replacement material and method of manufacturing the same
JPS6218246A (en) Manufacture of reinforcing member having protuberance on surface thereof
JP2009097292A (en) Anchor member, and reinforcement method for concrete member using the same
US3820573A (en) Tubular laminate and a method of making a tubular laminate
JPH0615078Y2 (en) Reinforcing material for concrete
JP2612773B2 (en) Concrete reinforcing member and method of manufacturing the same
JPH0544301A (en) Tubular tension material
JP3237902B2 (en) Fiber reinforcement and structural material using the same
JP3770936B2 (en) Concrete structural reinforcement and concrete structural reinforcement method using the same
JP2629130B2 (en) FRP rock bolt
JPH04224154A (en) Production of reinforcing member for concrete
JP2933102B2 (en) FIBER REINFORCING MATERIAL, PROCESS FOR PRODUCING THE SAME, AND STRUCTURAL MATERIAL USING THE SAME
KR100345081B1 (en) Hybrid bar fabric
JPH10251984A (en) Hollow-shaped continuous reinforcing material and anchor bolt
JPH0735948Y2 (en) Reinforcing material for concrete
KR860002121A (en) How to manufacture coils embedded in casting resin
JP2688606B2 (en) Three-dimensional structure with reinforced mesh tubular body
JP7423870B2 (en) Fiber-reinforced resin rod and method for manufacturing fiber-reinforced resin rod
JPH0238038A (en) Three-dimensional reticulated structure
JP2888600B2 (en) Skeleton-like fiber structure, method for producing the same, and fiber-reinforced composite material using the same
JPH0414731Y2 (en)
KR101614850B1 (en) Fiber reinforced polymer bar of a multi-divisional and production method therefor

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040105

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040202

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080206

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090206

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100206

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110206

Year of fee payment: 7

LAPS Cancellation because of no payment of annual fees