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JPH0587115U - Concrete reinforcement - Google Patents

Concrete reinforcement

Info

Publication number
JPH0587115U
JPH0587115U JP2889392U JP2889392U JPH0587115U JP H0587115 U JPH0587115 U JP H0587115U JP 2889392 U JP2889392 U JP 2889392U JP 2889392 U JP2889392 U JP 2889392U JP H0587115 U JPH0587115 U JP H0587115U
Authority
JP
Japan
Prior art keywords
frp
rod
frp base
curved
base 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.)
Pending
Application number
JP2889392U
Other languages
Japanese (ja)
Inventor
道夫 永井
孝一 二ノ倉
暁彦 町井
哲也 小林
正人 植木
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 Manufacturing Co Ltd
Original Assignee
Arisawa 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 Arisawa Manufacturing Co Ltd filed Critical Arisawa Manufacturing Co Ltd
Priority to JP2889392U priority Critical patent/JPH0587115U/en
Publication of JPH0587115U publication Critical patent/JPH0587115U/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【目的】 本考案は軽量にして耐食性を有するコンクリ
ート補強材を提供することを目的とする。 【構成】 表面に凹凸を有するFRP製基棒体1を所定
の連結具2により平面格子状若しくは立体格子状に連結
せしめたコンクリート補強材である。
(57) [Abstract] [Objective] The present invention aims to provide a concrete reinforcing material which is lightweight and has corrosion resistance. [Structure] A concrete reinforcing material in which an FRP base rod body 1 having irregularities on its surface is connected by a predetermined connecting tool 2 in a plane lattice shape or a three-dimensional lattice shape.

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]

本考案はコンクリートパネル(ビル外壁材など)やコンクリートパネル以外の コンクリート構築物に使用するコンクリート補強材に関するものである。 The present invention relates to a concrete reinforcing material used for concrete panels (such as building exterior wall materials) and concrete structures other than concrete panels.

【0002】[0002]

【従来の技術及び考案が解決しようとする課題】[Problems to be solved by conventional techniques and devices]

従来のコンクリート補強材は、鉄筋,ステンレス筋を格子状に配設し、交叉部 分を溶接するか若しくは金属線材により結束せしめて使用している。 In the conventional concrete reinforcing material, reinforcing bars and stainless reinforcing bars are arranged in a grid, and the intersecting parts are welded or bundled with a metal wire rod for use.

【0003】 しかし、このような従来の補強材は、重い。コンクリートとの付着性が良 好ではない。溶接,結束作業に手間取る。金属故に腐食が生じる。などの欠 点がある。However, such conventional stiffeners are heavy. Adhesion to concrete is not good. It takes time for welding and bundling work. Corrosion occurs due to the metal. There are shortcomings such as.

【0004】 本考案は、このような欠点を解決したコンクリート補強材を提供することを技 術的課題とするものである。The present invention has a technical object to provide a concrete reinforcing material that solves the above drawbacks.

【0005】[0005]

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

添付図面を参照して本考案の要旨を説明する。 The gist of the present invention will be described with reference to the accompanying drawings.

【0006】 FRP製ロッド5の表面にFRP製線材6を巻回せしめて表面に凹凸を有する FRP製基棒体1を形成し、一方、内部に2本のFRP製基棒体1を貫挿する貫 挿孔21を交叉状に設けた塊状の合成樹脂製の連結具2を形成し、該連結具2によ り2本の前記FRP製基棒体1を交叉状に連結せしめたことを特徴とするコンク リート補強材に係るものである。The FRP wire rod 6 is wound around the surface of the FRP rod 5 to form the FRP base rod body 1 having irregularities on the surface, while two FRP base rod bodies 1 are inserted inside. A block-shaped synthetic resin connector 2 having cross-shaped through holes 21 is formed, and the two FRP base rod bodies 1 are connected by the connector 2 in a cross-shaped manner. The present invention relates to a characteristic concrete reinforcing material.

【0007】 また、FRP製ロッド5の表面にFRP製線材6を巻回せしめて表面に凹凸を 有するFRP製基棒体1を形成し、一方、合成樹脂製の基体の頂面に前記一のF RP製基棒体1を嵌着する縦凹溝3を設けるとともに底面に前記他のFRP製基 棒体1を嵌着する横凹溝4を前記縦凹溝3とほぼ直交する方向に設けて合成樹脂 製の連結具2を形成し、該連結具2により2本の前記FRP製基棒体1を交叉状 に連結せしめたことを特徴とするコンクリート補強材に係るものである。Further, the FRP wire rod 6 is wound on the surface of the FRP rod 5 to form the FRP base rod body 1 having irregularities on the surface, while the above-mentioned one is formed on the top surface of the synthetic resin base. A vertical concave groove 3 for fitting the FRP base rod body 1 is provided, and a horizontal concave groove 4 for fitting the other FRP base rod body 1 is provided on the bottom surface in a direction substantially orthogonal to the vertical concave groove 3. The present invention relates to a concrete reinforcing material, characterized in that a connecting member 2 made of synthetic resin is formed, and the two connecting members 2 of the FRP base rod 1 are connected in a cross shape.

【0008】 また、FRP製ロッド5の表面にFRP製線材6を巻回せしめて表面に凹凸を 有するFRP製基棒体1を形成し、一方、この一のFRP製基棒体1に被嵌され るV字状若しくはU字状の左右2つの湾曲体7・19を形成し、この両湾曲体7・1 9の前端同志を他のFRP製基棒体1に被嵌される下方に湾曲せしめた下方湾曲 体8により連設し、一方の湾曲体7の後端を後方に延設し、この延設後端部を内 側に折曲して係止部9を設けて金属線材製の連結具2を形成し、該連結具2によ り複数本の前記FRP製基棒体1を平面格子状若しくは立体格子状に連結せしめ たことを特徴とするコンクリート補強材に係るものである。Further, the FRP wire rod 6 is wound around the surface of the FRP rod 5 to form the FRP base rod body 1 having irregularities on the surface, while the FRP base rod body 1 is fitted onto the FRP base rod body 1. The left and right V-shaped or U-shaped curved bodies 7 and 19 are formed, and the front ends of the curved bodies 7 and 19 are bent downward so that they are fitted to the other FRP base rod body 1. It is made up of a metal wire rod by continuously connecting the downward curved bodies 8 and extending the rear end of one of the curved bodies 7 backward and bending the extended rear end inward to provide a locking portion 9. And a plurality of the FRP base rods 1 are connected to each other in a plane lattice shape or a three-dimensional lattice shape by the connection tool 2. ..

【0009】 また、FRP製ロッド5の表面にFRP製線材6を巻回せしめて表面に凹凸を 有するFRP製基棒体1を形成し、一方、C字状の金属製リング15から成る金属 製の連結具2を形成し、該連結具2により複数本の前記FRP製基棒体1を平面 格子状若しくは立体格子状に連結せしめたことを特徴とするコンクリート補強材 に係るものである。Further, the FRP wire rod 6 is wound around the surface of the FRP rod 5 to form the FRP base rod body 1 having irregularities on the surface, while the metal made up of the C-shaped metal ring 15 is formed. And a plurality of the FRP base rods 1 are connected to each other in a plane grid shape or a three-dimensional grid shape by the connection tool 2.

【0010】 また、FRP製ロッド5の表面にFRP製線材6を巻回せしめて表面に凹凸を 有するFRP製基棒体1を形成し、一方、この一のFRP製基棒体1に被嵌され るV字状若しくはU字状の左右2つの湾曲体10・11を形成し、この両湾曲体10・ 11の前端同志を他のFRP製基棒体1に被嵌される下方に湾曲せしめた下方湾曲 体12により連設し、両湾曲体10・11の後端を後方に延設し、この夫々の延設後端 部を内側に折曲して係止部13・14を設けて金属線材製の連結具2を形成し、該連 結具2により複数本の前記FRP製基棒体1を平面格子状若しくは立体格子状に 連結せしめたことを特徴とするコンクリート補強材に係るものである。Further, the FRP wire rod 6 is wound around the surface of the FRP rod 5 to form the FRP base rod body 1 having irregularities on the surface, while the FRP base rod body 1 is fitted onto the FRP base rod body 1. Form two V-shaped or U-shaped curved bodies 10 and 11 on the left and right sides, and bend the front ends of the curved bodies 10 and 11 downward to be fitted to another FRP base rod body 1. The lower curved bodies 12 are connected to each other, the rear ends of both curved bodies 10 and 11 are extended rearward, and the extended rear ends of the curved bodies 10 and 11 are bent inward to provide locking portions 13 and 14. A concrete reinforcing material, characterized in that a connecting tool 2 made of a metal wire is formed, and a plurality of the FRP base rod bodies 1 are connected by the connecting tool 2 in a plane lattice shape or a three-dimensional lattice shape. Is.

【0011】[0011]

【作用】 請求項1記載の考案に係る作用について説明する。Operation The operation according to the first aspect of the invention will be described.

【0012】 塊状の合成樹脂製の連結具2によりFRP製基棒体1同志が交叉状に連結され る為、軽量にして腐食しないコンクリート補強材となる。Since the FRP base rods 1 are connected to each other in a cross shape by the block-shaped synthetic resin connecting tool 2, the concrete reinforcing material becomes lightweight and does not corrode.

【0013】 また、FRP製ロッド5にはFRP製線材6が巻回されている為、FRP製基 棒体1の表面に凹凸が形成され、コンクリートとの付着が良好となる。Further, since the FRP wire rod 6 is wound around the FRP rod 5, irregularities are formed on the surface of the FRP base rod body 1, and the adhesion to concrete becomes good.

【0014】 請求項2記載の考案に係る作用について説明する。The operation of the invention according to claim 2 will be described.

【0015】 合成樹脂製の連結具2の縦凹溝3,横凹溝4にFRP製基棒体1を嵌着せしめ て該FRP製基棒体1同志を交叉状に連結する為、軽量にして腐食せず、且つ連 結作業性が良好なコンクリート補強材となる。Since the FRP base rod body 1 is fitted in the vertical groove 3 and the horizontal groove 4 of the synthetic resin coupling tool 2 to connect the FRP base rod bodies 1 in a cross shape, the weight is reduced. It is a concrete reinforcing material that does not corrode and has good connection workability.

【0016】 また、FRP製ロッド5にはFRP製線材6が巻回されている為、FRP製基 棒体1の表面に凹凸が形成され、コンクリートとの付着が良好となる。Further, since the FRP wire rod 6 is wound around the FRP rod 5, irregularities are formed on the surface of the FRP base rod body 1, and the adhesion to concrete is improved.

【0017】 請求項3記載の考案に係る作用について説明する。The operation of the invention according to claim 3 will be described.

【0018】 横方向に配した一のFRP製基棒体1の表面に湾曲体7,19を被嵌し、湾曲体 7,19の間に位置している下方湾曲体8に縦方向に配する他のFRP製基棒体1 を挿入して該縦方向に配したFRP製基棒体1の裏面に下方湾曲体12を当接せし め、湾曲体7の後端の係止部9を縦方向に配したFRP製基棒体1に係止せしめ ると、FRP製基棒体1同志は交叉状に連結せしめられる。従って、FRP製基 棒体1を容易に平面格子状若しくは立体格子状に連結でき、また、金属線材製の 連結具2による弾性によりFRP製基棒体1同志の連結を迅速・確実に行なえる 。Curved bodies 7 and 19 are fitted on the surface of one FRP base rod body 1 arranged in the lateral direction, and the curved bodies 7 and 19 are vertically arranged on the lower curved body 8 located between the curved bodies 7 and 19. Another FRP base rod body 1 is inserted and the lower curved body 12 is brought into contact with the back surface of the FRP base rod body 1 arranged in the longitudinal direction. When the FRP base rods 1 arranged in the vertical direction are locked, the FRP base rods 1 are connected in a cross shape. Therefore, the FRP base rods 1 can be easily connected in a plane lattice shape or a three-dimensional lattice shape, and the FRP base rods 1 can be connected quickly and reliably by the elasticity of the metal wire connecting member 2. ..

【0019】 また、FRP製ロッド5にはFRP製線材6が巻回されている為、FRP製基 棒体1の表面に凹凸が形成され、コンクリートとの付着が良好となる。Further, since the FRP wire rod 6 is wound around the FRP rod 5, unevenness is formed on the surface of the FRP base rod body 1, and the adhesion to concrete becomes good.

【0020】 請求項4記載の考案に係る作用について説明する。The operation of the invention according to claim 4 will be described.

【0021】 FRP製基棒体1同志をC字状の金属製リング15から成る連結具2により交叉 状に連結する為、FRP製基棒体1同志を容易に平面格子状若しくは立体格子状 に連結できる。Since the FRP base rods 1 are connected to each other in a cross shape by the connecting tool 2 formed of the C-shaped metal ring 15, the FRP base rods 1 can be easily formed into a planar lattice or a three-dimensional lattice. Can be connected.

【0022】 また、FRP製ロッド5にはFRP製線材6が巻回されている為、FRP製基 棒体1の表面に凹凸が形成され、コンクリートとの付着が良好となる。Further, since the FRP wire rod 6 is wound around the FRP rod 5, unevenness is formed on the surface of the FRP base rod body 1, and good adhesion to concrete is achieved.

【0023】 請求項5記載の考案に係る作用について説明する。The operation of the invention according to claim 5 will be described.

【0024】 横方向に配した一のFRP製基棒体1の表面に湾曲体10・11を被嵌し、湾曲体 10・11の間に位置している下方湾曲体12に縦方向に配する他のFRP製基棒体1 を挿入して該縦方向に配した細棒体の裏面に下方湾曲体12を当接せしめ、湾曲体 10・11の後端の係止部13・14を縦方向に配したFRP製基棒体1に係止せしめる と、FRP製基棒体1同志は交叉状に連結せしめられる。従って、FRP製基棒 体1を容易に平面格子状若しくは立体格子状に連結でき、また、金属線材製の連 結具2による弾性によりFRP製基棒体1同志の連結を迅速・確実に行なえる。 また、FRP製ロッド5にはFRP製線材6が巻回されている為、FRP製基 棒体1の表面に凹凸が形成され、コンクリートとの付着が良好となる。A curved body 10/11 is fitted on the surface of one FRP base rod body 1 arranged in the lateral direction, and the curved body 10/11 is vertically arranged on the lower curved body 12 located between the curved bodies 10/11. Another FRP base rod body 1 is inserted and the lower curved body 12 is brought into contact with the back surface of the thin rod body arranged in the longitudinal direction, and the locking portions 13 and 14 at the rear ends of the curved bodies 10 and 11 are attached. When the FRP base rods 1 arranged in the longitudinal direction are locked, the FRP base rods 1 are connected to each other in a cross shape. Therefore, the FRP base rods 1 can be easily connected to each other in a plane lattice shape or a three-dimensional lattice shape, and the elasticity of the metal wire connecting members 2 allows the FRP base rods 1 to be connected quickly and reliably. It Further, since the FRP wire rod 6 is wound around the FRP rod 5, unevenness is formed on the surface of the FRP base rod body 1, and the adhesion to concrete becomes good.

【0025】[0025]

【実施例】【Example】

図1,2は請求項1記載の考案に係る実施例、図3,4は請求項2記載の考案に 係る実施例、図5,6は請求項3記載の考案に係る実施例、図7,8は請求項4記 載の考案に係る実施例、図9,10は請求項5記載の考案に係る実施例である。 FRP製ロッド5,FRP製線材6に使用する強化繊維は、ガラス繊維,カー ボン繊維,ケブラー繊維,セラミック繊維,金属繊維等どのような繊維を用いて も良い。 1 and 2 are embodiments according to the invention of claim 1, FIGS. 3 and 4 are embodiments according to the invention of claim 2, FIGS. 5 and 6 are embodiments according to the invention of claim 3, and FIG. Reference numerals 8 indicate the embodiment according to the invention described in claim 4, and FIGS. 9 and 10 show the embodiment related to the invention described in claim 5. As the reinforcing fiber used in the FRP rod 5 and the FRP wire rod 6, any fiber such as glass fiber, carbon fiber, Kevlar fiber, ceramic fiber, metal fiber may be used.

【0026】 また、FRP製ロッド5に使用する強化繊維とFRP製線材6に使用する強化 繊維とは異なった繊維でも良い。Further, the reinforcing fiber used for the FRP rod 5 and the reinforcing fiber used for the FRP wire 6 may be different fibers.

【0027】 また、FRP製ロッド5,FRP製線材6に使用する樹脂は、ビニールエステ ル樹脂,不飽和ポリエステル樹脂,エポキシ樹脂,フェノール樹脂などが使用さ れる。As the resin used for the FRP rod 5 and the FRP wire rod 6, vinyl ester resin, unsaturated polyester resin, epoxy resin, phenol resin or the like is used.

【0028】 図面のFRP製基棒体1はFRP製ロッド5にFRP製線材6を螺旋状に巻回 したものである。The FRP base rod body 1 in the drawing is obtained by spirally winding an FRP wire rod 6 around an FRP rod 5.

【0029】 図1,2について説明する。1 and 2 will be described.

【0030】 図1,2に係るコンクリート補強材は、以下の方法によりFRP製基棒体1同 志を連結したものである。The concrete reinforcing material according to FIGS. 1 and 2 is obtained by connecting the FRP base rods 1 by the following method.

【0031】 載置面と周壁とを有し且つほぼ中央に上方から所定深さの内孔20を有する直方 体を設け、該直方体の周壁に上縁から所定長さの内孔20と連通する切欠短溝16を 対向状態に形成し、一方、該直方体の周壁にして前記切欠短溝16と隣接する位置 に、切欠短溝16より長い長さの内孔20と連通する切欠長溝17を対向状態に形成し たシリコンゴム製の成形型18を設け、対向する切欠長溝17間に一のFRP製基棒 体1を架設し、対向する切欠短溝16間に他のFRP製基棒体1を架設して両FR P製基棒体1を成形型18の内孔20内において交叉せしめ、内孔20に流動状の合成 樹脂を導入し、該合成樹脂を硬化せしめた後、成形型18を脱型し、二本のFRP 製基棒体1を塊状の合成樹脂製の連結具2により交叉状に連結せしめる。A rectangular parallelepiped having a mounting surface and a peripheral wall and having an inner hole 20 having a predetermined depth from above is provided substantially in the center, and the peripheral wall of the rectangular parallelepiped communicates with the inner hole 20 having a predetermined length from the upper edge. The cutout short grooves 16 are formed to face each other, and on the other hand, the cutout long grooves 17 communicating with the inner hole 20 having a length longer than the cutout short grooves 16 face each other at a position adjacent to the cutout short grooves 16 on the peripheral wall of the rectangular parallelepiped. The mold 18 made of silicon rubber formed in a state is provided, one FRP base rod body 1 is installed between the facing notch long grooves 17, and the other FRP base rod body 1 is installed between the facing notch short grooves 16. And the FRP base rods 1 are crossed in the inner hole 20 of the molding die 18, a fluid synthetic resin is introduced into the inner hole 20, and the synthetic resin is hardened. Is removed from the mold, and the two FRP base rods 1 are connected to each other in a cross shape by a block-shaped synthetic resin connecting member 2.

【0032】 従って、成形型18の内孔20に導入される流動状の合成樹脂が硬化すると、2本 のFRP製基棒体1は該連結具2により交叉状に連結せしめられる。Therefore, when the fluid synthetic resin introduced into the inner hole 20 of the molding die 18 hardens, the two FRP base rod bodies 1 are connected by the connecting tool 2 in a crossed manner.

【0033】 成形型18は直方体形状であるから、底面は平坦面になる。従って、成形型18を 設置面に載置した際成形型18がぐらつくことはなく、また、内孔20が直方体形状 である為必然的に連結具2も直方体形状となり、従って、連結具2の頂面及び底 面が平坦面になる為、連結済のFRP製基棒体1の収納載置がぐらつくことなく 安定良好に行えることになる。Since the molding die 18 has a rectangular parallelepiped shape, the bottom surface is flat. Therefore, when the molding die 18 is placed on the installation surface, the molding die 18 does not wobble, and since the inner hole 20 has a rectangular parallelepiped shape, the connecting tool 2 inevitably also has a rectangular parallelepiped shape. Since the top surface and the bottom surface are flat surfaces, the FRP base rod body 1 already connected can be stored and mounted steadily and steadily.

【0034】 成形型18を金属製にすれば、該金属製の成形型18を成型する為に溶融炉など高 価な設備が必要になったりし、製品がコスト高になってしまう。この点シリコン ゴムにより成形型18を成形すればこのような問題は生じない。そして、シリコン ゴムは熱伝導性が金属に比較して低い為シリコンゴムにより成形した型は、該成 形型18内に導入される合成樹脂の急激な温度低下による成形不良を可及的に防止 できるという長所及びシリコンゴムにより成形した型は脱型性が良好であるとい う長所を有しており、この点においても成形型18の素材をシリコンゴムとするこ とが望ましい。If the molding die 18 is made of metal, expensive equipment such as a melting furnace is required to mold the molding die 18 made of metal, and the cost of the product increases. In this respect, if the molding die 18 is molded from silicone rubber, such a problem does not occur. Since silicon rubber has a lower thermal conductivity than metal, a mold molded with silicone rubber can prevent molding defects due to a sudden temperature drop of the synthetic resin introduced into the mold 18. It has the advantage that it can be formed and that the mold molded with silicone rubber has good demolding properties. From this point as well, it is desirable to use silicone rubber as the material of the mold 18.

【0035】 また、成形型18の内孔20に流入する合成樹脂は、熱可塑性樹脂を用いる。熱硬 化性樹脂でも良いが、前者の方が硬化時間が短い為作業性が良好となる。具体的 には、EVA(エチレン・ビニルアセテート共重合樹脂)やポリオレフィン系樹脂 を用いる。これらの樹脂は150℃〜180℃程度で溶融し、常温下において2〜3分 程度で硬化する為非常に作業効率が上がる。As the synthetic resin flowing into the inner hole 20 of the molding die 18, a thermoplastic resin is used. A thermosetting resin may be used, but the former has better workability because the curing time is shorter. Specifically, EVA (ethylene / vinyl acetate copolymer resin) or polyolefin resin is used. These resins melt at about 150 ° C to 180 ° C and cure at room temperature in about 2 to 3 minutes, so that the working efficiency is greatly improved.

【0036】 成形型18の内孔20に合成樹脂を流入した場合において、FRP製基棒体1で閉 塞されていない切欠短溝16,切欠長溝17からの樹脂の流出はテープ等適宜な手段 により行う。When a synthetic resin flows into the inner hole 20 of the molding die 18, the resin flows out from the notch short groove 16 and the notch long groove 17 which are not closed by the FRP base rod body 1 by a suitable means such as tape. By

【0037】 図3,4について説明する。3 and 4 will be described.

【0038】 図3,4に係る連結具2は、合成樹脂製であって、基体の頂面及び底面にFR P製基棒体1が嵌着される縦凹溝3,横凹溝4を形成した直方体形状のものであ る。縦凹溝3,横凹溝4の開口部側は嵌着されたFRP製基棒体1が脱落しない ように巾細に形成されている。The connecting tool 2 according to FIGS. 3 and 4 is made of synthetic resin, and has a vertical groove 3 and a horizontal groove 4 in which the FRP base rod body 1 is fitted on the top surface and the bottom surface of the base body. It has a rectangular parallelepiped shape. The vertical groove 3 and the lateral groove 4 are formed with a narrow width on the opening side so that the fitted FRP base rod body 1 does not fall off.

【0039】 該連結具2を用いれば作業者が該連結具2を現場に持ち込んで簡単・迅速にF RP製基棒体1同志を連結でき、従って、補強材配設の作業効率が非常に向上す る。If the connecting tool 2 is used, an operator can bring the connecting tool 2 to the site and easily and quickly connect the FRP base rod bodies 1 to each other, so that the work efficiency of arranging the reinforcing material is very high. improves.

【0040】 図5,6及び図9,10について説明する。5 and 6 and FIGS. 9 and 10 will be described.

【0041】 図5,6及び図9,10に係る連結具2は、連結するFRP製基棒体1の径を 考慮して一本の金属製細線材を折曲せしめて形成したものである。The connector 2 according to FIGS. 5, 6 and 9 and 10 is formed by bending a single thin metal wire rod in consideration of the diameter of the FRP base rod body 1 to be connected. ..

【0042】 係止部9・13・14は良好な係止を実現すべくFRP製基棒体1の外周面に合致 する湾曲形状に形成されている。The locking portions 9, 13, 14 are formed in a curved shape that matches the outer peripheral surface of the FRP base rod body 1 in order to achieve good locking.

【0043】 これらの連結具は一本の金属製細線材を折曲して形成している為、弾性を発揮 し、FRP製基棒体1同志を交叉状に堅固,確実に連結し得ることになる。Since these connecting tools are formed by bending a single thin metal wire, they exhibit elasticity and can firmly and reliably connect the FRP base rods 1 in a crossed manner. become.

【0044】 該連結具2を用いれば作業者が該連結具2を現場に持ち込んで簡単・迅速にF RP製基棒体1同志を連結でき、従って、補強材配設の作業効率が非常に向上す る。If the connecting tool 2 is used, an operator can bring the connecting tool 2 to the site and easily and quickly connect the FRP base rod bodies 1 to each other. Therefore, the work efficiency of arranging the reinforcing material is very high. improves.

【0045】 尚、図10は図5,6に係る連結具2と図9に係る連結具2との2種類の連結 具2を用いてFRP製基棒体1を立体格子状に連結した場合である。Note that FIG. 10 shows a case where the FRP base rod body 1 is connected in a three-dimensional lattice shape by using two kinds of connecting tools 2 including the connecting tool 2 according to FIGS. 5 and 6 and the connecting tool 2 according to FIG. 9. Is.

【0046】 図7,8について説明する。7 and 8 will be described.

【0047】 図7,8に係る連結具2は、線材同志の交叉連結に使用されるガンタイプ式の (株)メイホウ社製の「Cリンガー」を用いたもので、該「Cリンガー」の引き金 を引くだけで非常に迅速にFRP製基棒体1同志を連結できる。このC字状の金 属製リング15をいくつ並設して連結具2を形成しても良く、その数は補強材に要 求される強度を考慮して決定する。The connecting tool 2 according to FIGS. 7 and 8 is a gun-type “C Ringer” manufactured by Meiho Co., Ltd., which is used for cross-connecting wire rods. The FRP base rod 1 can be connected very quickly just by pulling the trigger. Any number of the C-shaped metal rings 15 may be arranged in parallel to form the connector 2, and the number thereof is determined in consideration of the strength required for the reinforcing material.

【0048】[0048]

【考案の効果】[Effect of the device]

本考案は上述のように構成したから、次の効果を発揮するコンクリート補強材 となる。 Since the present invention is configured as described above, it is a concrete reinforcing material that exhibits the following effects.

【0049】 FRP製の基棒体故に軽量にして耐食性が良好となる。Since the base rod body is made of FRP, it is lightweight and has good corrosion resistance.

【0050】 FRP製ロッドにFRP製線材が巻回されたFRP製基棒体を用いる為該F RP製基棒体の表面に凹凸が形成され、従って、コンクリートとの付着が良好 となる(投錨効果)。Since the FRP base rod in which the FRP wire rod is wound around the FRP rod is used, irregularities are formed on the surface of the FRP base rod, and therefore the adhesion to concrete is improved (anchoring). effect).

【0051】 FRP製基棒体同志の連結作業が極めて効率良く行われる為作業性に秀れた ものとなる。Since the connecting work of the FRP base rod members is performed extremely efficiently, the workability is excellent.

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

【図1】請求項1記載の考案に係る分解説明斜視図であ
る。
FIG. 1 is an exploded perspective view of a device according to a first aspect of the present invention.

【図2】請求項1記載の考案に係る使用状態を示す一部
の斜視図である。
FIG. 2 is a partial perspective view showing a use state according to the device of claim 1.

【図3】請求項2記載の考案に係る分解斜視図である。FIG. 3 is an exploded perspective view according to the device of claim 2;

【図4】請求項2記載の考案に係る使用状態を示す一部
の斜視図である。
FIG. 4 is a partial perspective view showing a usage state according to the device of claim 2;

【図5】請求項3記載の考案に係る分解斜視図である。FIG. 5 is an exploded perspective view according to the invention of claim 3;

【図6】請求項3記載の考案に係る使用状態を示す一部
の斜視図である。
FIG. 6 is a partial perspective view showing a use state according to the invention of claim 3;

【図7】請求項4記載の考案に係る使用状態を示す一部
の正面図である。
FIG. 7 is a partial front view showing a usage state according to the invention of claim 4;

【図8】請求項4記載の考案に係る別使用状態を示す一
部の斜視図である。
FIG. 8 is a partial perspective view showing another usage state according to the invention of claim 4;

【図9】請求項5記載の考案に係る連結具の斜視図であ
る。
FIG. 9 is a perspective view of a connector according to a fifth aspect of the present invention.

【図10】請求項5記載の考案に係る使用状態を示す一
部の斜視図である。
FIG. 10 is a partial perspective view showing a usage state according to the invention of claim 5;

【符号の説明】[Explanation of symbols]

1 FRP製基棒体 2 連結具 3 縦凹溝 4 横凹溝 5 FRP製ロッド 6 FRP製線材 7 湾曲体 8 下方湾曲体 9 係止部 10 湾曲体 11 湾曲体 12 下方湾曲体 13 係止部 14 係止部 15 リング 19 湾曲体 21 貫挿孔 DESCRIPTION OF SYMBOLS 1 FRP base rod body 2 Connecting tool 3 Vertical groove 4 Horizontal groove 5 FRP rod 6 FRP wire rod 7 Curved body 8 Lower curved body 9 Locking portion 10 Curved body 11 Curved body 12 Lower curved body 13 Locking portion 14 Locking part 15 Ring 19 Curved body 21 Through hole

───────────────────────────────────────────────────── フロントページの続き (72)考案者 小林 哲也 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 (72)考案者 植木 正人 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 front page (72) Tetsuya Kobayashi 1-5-5 Minamihonmachi, Joetsu City, Niigata Prefecture Arizawa Manufacturing Co., Ltd. (72) Masato Ueki 1-5-5 Minamihonmachi, Joetsu City, Niigata Prefecture Arisawa Manufacturing Co., Ltd.

Claims (5)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 FRP製ロッドの表面にFRP製線材を
巻回せしめて表面に凹凸を有するFRP製基棒体を形成
し、一方、内部に2本のFRP製基棒体を貫挿する貫挿
孔を交叉状に設けた塊状の合成樹脂製の連結具を形成
し、該連結具により2本の前記FRP製基棒体を交叉状
に連結せしめたことを特徴とするコンクリート補強材。
1. A FRP wire rod is wound around the surface of an FRP rod to form an FRP base rod body having irregularities on the surface, while two FRP base rod bodies are inserted inside. A concrete reinforcing material, characterized in that a block-shaped synthetic resin connector having insertion holes formed in a cross shape is formed, and the two FRP base rods are connected in a cross shape by the connector.
【請求項2】 FRP製ロッドの表面にFRP製線材を
巻回せしめて表面に凹凸を有するFRP製基棒体を形成
し、一方、合成樹脂製の基体の頂面に前記一のFRP製
基棒体を嵌着する縦凹溝を設けるとともに底面に前記他
のFRP製基棒体を嵌着する横凹溝を前記縦凹溝とほぼ
直交する方向に設けて合成樹脂製の連結具を形成し、該
連結具により2本の前記FRP製基棒体を交叉状に連結
せしめたことを特徴とするコンクリート補強材。
2. An FRP wire rod is wound around the surface of an FRP rod to form an FRP base rod body having irregularities on the surface, while the FRP base rod is formed on the top surface of a synthetic resin base. A vertical groove for fitting the rod is provided and a lateral groove for fitting the other FRP base rod is provided on the bottom surface in a direction substantially orthogonal to the vertical groove to form a synthetic resin connector. Then, the concrete reinforcing material is characterized in that the two FRP base rods are connected in a cross shape by the connecting tool.
【請求項3】 FRP製ロッドの表面にFRP製線材を
巻回せしめて表面に凹凸を有するFRP製基棒体を形成
し、一方、この一のFRP製基棒体に被嵌されるV字状
若しくはU字状の左右2つの湾曲体を形成し、この両湾
曲体の前端同志を他のFRP製基棒体に被嵌される下方
に湾曲せしめた下方湾曲体により連設し、一方の湾曲体
の後端を後方に延設し、この延設後端部を内側に折曲し
て係止部を設けて金属線材製の連結具を形成し、該連結
具により複数本の前記FRP製基棒体を平面格子状若し
くは立体格子状に連結せしめたことを特徴とするコンク
リート補強材。
3. A FRP wire rod is wound around the surface of an FRP rod to form an FRP base rod body having irregularities on the surface, and on the other hand, a V-shape fitted to this one FRP base rod body. -Shaped or U-shaped left and right curved bodies are formed, and the front ends of these curved bodies are connected by a downward curved body which is curved downward and is fitted to another FRP base rod body. A rear end of the curved body is extended rearward, the extended rear end is bent inward, and a locking portion is provided to form a connecting member made of a metal wire. A concrete reinforcing material in which base rods are connected in a plane lattice shape or a three-dimensional lattice shape.
【請求項4】 FRP製ロッドの表面にFRP製線材を
巻回せしめて表面に凹凸を有するFRP製基棒体を形成
し、一方、C字状の金属製リングから成る金属製の連結
具を形成し、該連結具により複数本の前記FRP製基棒
体を平面格子状若しくは立体格子状に連結せしめたこと
を特徴とするコンクリート補強材。
4. An FRP wire rod is wound around the surface of an FRP rod to form an FRP base rod body having irregularities on the surface, while a metal connector made of a C-shaped metal ring is provided. A concrete reinforcing material characterized by being formed and connecting a plurality of the FRP base rods in a plane lattice shape or a three-dimensional lattice shape by the connecting tool.
【請求項5】 FRP製ロッドの表面にFRP製線材を
巻回せしめて表面に凹凸を有するFRP製基棒体を形成
し、一方、この一のFRP製基棒体に被嵌されるV字状
若しくはU字状の左右2つの湾曲体を形成し、この両湾
曲体の前端同志を他のFRP製基棒体に被嵌される下方
に湾曲せしめた下方湾曲体により連設し、両湾曲体の後
端を後方に延設し、この夫々の延設後端部を内側に折曲
して係止部を設けて金属線材製の連結具を形成し、該連
結具により複数本の前記FRP製基棒体を平面格子状若
しくは立体格子状に連結せしめたことを特徴とするコン
クリート補強材。
5. An FRP wire rod is wound around the surface of an FRP rod to form an FRP base rod body having irregularities on the surface, and on the other hand, a V-shape fitted to this one FRP base rod body. -Shaped or U-shaped left and right curved bodies are formed, and the front ends of both curved bodies are connected by a downward curved body that is curved downward to be fitted to another FRP base rod body, and both curved bodies are connected. The rear end of the body is extended rearward, each extended rear end is bent inward, and a locking portion is provided to form a metal wire connecting device, and the connecting device is used to form a plurality of connecting members. A concrete reinforcing material characterized by connecting FRP base rods in a plane lattice shape or a three-dimensional lattice shape.
JP2889392U 1992-04-30 1992-04-30 Concrete reinforcement Pending JPH0587115U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2889392U JPH0587115U (en) 1992-04-30 1992-04-30 Concrete reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2889392U JPH0587115U (en) 1992-04-30 1992-04-30 Concrete reinforcement

Publications (1)

Publication Number Publication Date
JPH0587115U true JPH0587115U (en) 1993-11-22

Family

ID=12261080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2889392U Pending JPH0587115U (en) 1992-04-30 1992-04-30 Concrete reinforcement

Country Status (1)

Country Link
JP (1) JPH0587115U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101327118B1 (en) * 2005-09-10 2013-11-07 피렙 리바 테크놀로지 게엠베하 Reinforcing body made of fiber-reinforced plastic
KR20160045913A (en) * 2013-09-18 2016-04-27 그로츠-베케르트 카게 Spacer for a reinforcement layer, reinforcement system for a concrete component, and method for the production of a reinforcement system
WO2019048337A1 (en) * 2017-09-07 2019-03-14 Groz-Beckert Kommanditgesellschaft Textile reinforcing arrangement and method for producing same
WO2019177885A1 (en) * 2018-03-16 2019-09-19 Saudi Arabian Oil Company Supporting formwork to rebar for concrete forms
CN113737961A (en) * 2021-08-26 2021-12-03 安徽省建筑科学研究设计院 Cross claw type FRP connecting piece

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101327118B1 (en) * 2005-09-10 2013-11-07 피렙 리바 테크놀로지 게엠베하 Reinforcing body made of fiber-reinforced plastic
KR20160045913A (en) * 2013-09-18 2016-04-27 그로츠-베케르트 카게 Spacer for a reinforcement layer, reinforcement system for a concrete component, and method for the production of a reinforcement system
US10253501B2 (en) 2013-09-18 2019-04-09 Solidian Gmbh Spacer for a reinforcement layer, reinforcement system for a concrete component, and method for the production of a reinforcement system
WO2019048337A1 (en) * 2017-09-07 2019-03-14 Groz-Beckert Kommanditgesellschaft Textile reinforcing arrangement and method for producing same
WO2019177885A1 (en) * 2018-03-16 2019-09-19 Saudi Arabian Oil Company Supporting formwork to rebar for concrete forms
CN113737961A (en) * 2021-08-26 2021-12-03 安徽省建筑科学研究设计院 Cross claw type FRP connecting piece
CN113737961B (en) * 2021-08-26 2023-09-05 安徽省建筑科学研究设计院 Cross claw type FRP connecting piece

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