JP2689843B2 - CFRP reinforcing bar arrangement method and arrangement apparatus - Google Patents

CFRP reinforcing bar arrangement method and arrangement apparatus

Info

Publication number
JP2689843B2
JP2689843B2 JP5050587A JP5058793A JP2689843B2 JP 2689843 B2 JP2689843 B2 JP 2689843B2 JP 5050587 A JP5050587 A JP 5050587A JP 5058793 A JP5058793 A JP 5058793A JP 2689843 B2 JP2689843 B2 JP 2689843B2
Authority
JP
Japan
Prior art keywords
carbon fiber
cfrp
reinforcing bar
molds
direction guide
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.)
Expired - Lifetime
Application number
JP5050587A
Other languages
Japanese (ja)
Other versions
JPH06264563A (en
Inventor
一正 奥村
暉 秋山
宗 齊藤
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP5050587A priority Critical patent/JP2689843B2/en
Publication of JPH06264563A publication Critical patent/JPH06264563A/en
Application granted granted Critical
Publication of JP2689843B2 publication Critical patent/JP2689843B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明はCFRP補強筋(炭素
繊維強化プラスチック補強筋)をコンクリートスラブを
塑造する型枠内に配筋する方法および配筋装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for arranging CFRP reinforcing bars (carbon fiber reinforced plastic reinforcing bars) in a mold for forming a concrete slab.

【0002】[0002]

【発明が解決しようとする課題】鉄筋コンクリートスラ
ブを構築する際には、鉄筋を配筋するが、鉄筋の自重に
よってコンクリートのかぶりの確保が困難となるため、
スペーサーを数多く配置する必要があり、そのセット作
業が繁雑になる。また、重い鉄筋を所定の位置に配置す
ることは機械化が進まない限り厳しい作業である。
[Problems to be Solved by the Invention] When constructing a reinforced concrete slab, the reinforcing bars are reinforced, but it is difficult to secure the concrete cover due to the weight of the reinforcing bars.
It is necessary to arrange many spacers, which makes the setting work complicated. In addition, arranging heavy reinforcing bars at predetermined positions is a difficult task unless mechanization progresses.

【0003】この発明は上記の事情に鑑みなされたもの
である。その目的は鉄筋に代わり、CFRP補強筋を用
い、そのCFRP補強筋を能率よく配筋する方法および
配筋装置を提案するにある。
The present invention has been made in view of the above circumstances. Its purpose is to propose a method and a bar arrangement device for efficiently arranging the CFRP reinforcing bar by using the CFRP reinforcing bar instead of the reinforcing bar.

【0004】[0004]

【課題を解決するための手段】このCFRP補強筋の配
筋方法は、内面に係止具が突設してある型枠を4枚1組
として平面視方形の型枠を組み立て、対面する型枠間に
熱硬化性樹脂を含浸させた炭素繊維連続糸条を係止具に
引掛けながら、たるまないようにジグザグ状に架け渡し
て配設した後、前記炭素繊維連続糸条に通電し、その発
熱で前記熱硬化性樹脂を硬化させてCFRP補強筋とす
ることを特徴とする。請求項2に係る配筋装置は、対面
する2枚1対の型枠の外側に型枠と平行して設けた2条
1対のX方向案内杆、前記X方向案内杆に乗りX方向に
移動可能なY方向案内杆、前記Y方向案内杆に乗りY方
向に移動可能な炭素繊維連続糸条を巻いたボビン、及び
前記炭素繊維連続糸条を引出し案内する上下可能な変向
ローラを備えたことを特徴とする。
[Means for Solving the Problems] This CFRP reinforcing bar arrangement method is a method of assembling and confronting a mold having a rectangular shape in plan view with four molds each having a locking tool protruding from the inner surface as one set. While hooking the carbon fiber continuous yarn impregnated with the thermosetting resin between the frames, the zigzag bridging arrangement so as not to sag, and arranged, the carbon fiber continuous yarn is energized, The heat is used to cure the thermosetting resin to form CFRP reinforcing bars. According to another aspect of the present invention, there is provided a pair of X-direction guide rods, which are provided outside the facing pair of molds in parallel with the molds, and which ride on the X-direction guide rods in the X-direction. A movable Y-direction guide rod, a bobbin wound with a continuous carbon fiber yarn that rides on the Y-direction guide rod and is movable in the Y direction, and an up-and-down deflecting roller that pulls out and guides the continuous carbon fiber yarn. It is characterized by that.

【0005】この発明で用いる炭素繊維連続糸条は導電
性があり、通電により発熱するので、通電することによ
り含浸させた熱硬化性樹脂が硬化してCFRP(炭素繊
維強化プラスチック)が形成され、このCFRPが補強
筋となる。この熱硬化性樹脂としてはエポキシ樹脂、不
飽和ポリエステル樹脂系のものが用いられる。炭素繊維
連続糸条は無撚束あるいは撚束の何れの形でも使用され
る。通常、熱硬化性樹脂を含浸させた後、半乾燥状態と
した、所謂プリプレグの状態とした炭素繊維連続糸条が
使用される。(以下熱硬化性樹脂を含浸させた炭素繊維
連続糸条をプリプレグと略称する。)型枠間に架け渡し
て配設したプリプレグには両端部および中間部分に金属
製の端子を取付け、この端子に荷電装置から電流を流
し、熱硬化性樹脂を硬化させてCFRPとする。通電す
る電流は直流、交流の何れでもよい。
Since the carbon fiber continuous yarn used in the present invention is electrically conductive and generates heat when energized, the thermosetting resin impregnated by energizing is cured to form CFRP (carbon fiber reinforced plastic), This CFRP becomes a reinforcing bar. As the thermosetting resin, epoxy resin or unsaturated polyester resin is used. The carbon fiber continuous yarn is used in either a non-twisted bundle or a twisted bundle. Usually, a continuous carbon fiber yarn in a so-called prepreg state, which is in a semi-dried state after impregnated with a thermosetting resin, is used. (Hereinafter, a carbon fiber continuous yarn impregnated with a thermosetting resin is abbreviated as a prepreg.) A metal terminal is attached to both ends and an intermediate part of the prepreg which is arranged so as to extend between the molds. An electric current is passed from the charging device to cure the thermosetting resin to obtain CFRP. The applied current may be direct current or alternating current.

【0006】この配筋方法および装置はプレキャスト、
現場打ちのいずれのコンクリート部材の製造に適用でき
るものである。
[0006] This method and apparatus for arranging the precast,
It can be applied to the production of any cast-in-place concrete member.

【0007】[0007]

【実施例】図1(a) はCFRP補強筋で補強したコンク
リート部材を塑造する鋼製型枠1であり、平面視方形を
なし、上面が開口し、4枚の鋼製型枠1の内面には係止
具2が所定間隔で突設してある。係止具2はプリプレグ
を引掛け架け渡すためのものであり、絶縁体を用いるの
が好ましい。引掛け部分は円弧形あるいは楕円弧形をな
し、その曲率はプリプレグの太さに比例した大きさとす
る。この係止具2は型枠1の外側からネジ込んだビス3
で固定し、着脱可能としてある。
Example FIG. 1 (a) shows a steel form 1 for forming a concrete member reinforced by CFRP reinforcing bars, which is rectangular in plan view and has an open upper surface and four steel form 1 inner surfaces. Locking tools 2 are provided at predetermined intervals. The locking tool 2 is for hooking and bridging the prepreg, and it is preferable to use an insulator. The hooked portion has an arc shape or an elliptical arc shape, and its curvature is proportional to the thickness of the prepreg. This locking tool 2 is a screw 3 screwed from the outside of the formwork 1.
It is fixed and removable.

【0008】この型枠1内に図1(b),(c) のごとくボビ
ン4に巻いたプリプレグ5を対面する係止具2,2間に
交互に引掛けてジグザグ状に架け渡し、更にもう一方の
対面する係止具2,2間にも交互に引掛けてジグザグ状
に架け渡し、直交する2方向にジグザグ状に架け渡して
配筋する。所定の高さレベル(下端筋、上端筋のよう
に)についての直交する2方向についての配筋終了後、
プレプレグ5の両端から通電し、発熱させてプリプレグ
5を硬化せしめCFRP補強筋5'とする。この型枠内に
コンクリート6を投入し、硬化をまって型枠1を脱型
し、CFRP補強筋5'で補強したコンクリート部材が得
られる。係止具2は型枠1から外し、塑造されたコンク
リート中に埋設される。
As shown in FIGS. 1 (b) and 1 (c), the prepreg 5 wound around the bobbin 4 is hooked alternately between the facing fasteners 2 and 2 in a zigzag shape in the form 1 as shown in FIGS. The other facing fasteners 2, 2 are alternately hooked and laid in a zigzag shape, and laid in zigzag in two orthogonal directions to arrange the bar. After finishing the arrangement of the two orthogonal directions for a given height level (such as the lower end bar and the upper end bar),
Electricity is applied from both ends of the prepreg 5 to generate heat to harden the prepreg 5 to form CFRP reinforcing bars 5 '. Concrete 6 is put into this mold, and after hardening, the mold 1 is demolded and a concrete member reinforced with CFRP reinforcing bars 5'is obtained. The locking tool 2 is removed from the formwork 1 and embedded in plastic concrete.

【0009】図3は、この配筋方法で用いる請求項2の
実施例の配筋装置である。この装置は上面が開口した横
置きの型枠1、その対面する1対の型枠1の外側に配し
た並列する2条のX方向案内杆7,7、両端がX方向案
内杆7,7に乗りX方向に移動可能なX方向に直交する
Y方向案内杆8、Y方向案内杆8に乗りY方向に移動可
能なプレプレグ5を巻いたボビン4を備えている。従っ
て、ボビン4は型枠1の上部の水平平面内をX方向にも
Y方向にも走行自在である。
FIG. 3 shows a reinforcing bar apparatus according to an embodiment of claim 2 used in this reinforcing bar arrangement method. This apparatus has a horizontal formwork 1 having an open top surface, two parallel X-direction guide rods 7, 7 arranged outside the pair of facing formwork 1, and X-direction guide rods 7, 7 at both ends. It is provided with a Y-direction guide rod 8 which is movable in the X-direction and is orthogonal to the X-direction, and a bobbin 4 around which a prepreg 5 which rides on the Y-direction guide rod 8 and is movable in the Y-direction is wound. Therefore, the bobbin 4 can travel in the horizontal plane above the form 1 in both the X and Y directions.

【0010】Y方向案内杆8は両端に、図4に示す4個
1組の駆動ローラ9を備え、X方向案内杆7を挟み、自
動走行制御装置10で制御してX方向に走行する。ボビ
ン4の下部にも図5に示す同様の4個1組の駆動ローラ
9'および自動走行制御装置に10'を備え、Y方向案内杆
8を挟み、Y方向に走行する。また、ボビン4にはボビ
ンに巻いたプリプレグ5を引出し案内する変向ローラ1
1,11が取付けてあり、その高さは係止具2の高さに
応じて調整される。
The Y-direction guide rod 8 is provided with a set of four driving rollers 9 shown in FIG. 4 at both ends, and the X-direction guide rod 7 is sandwiched between the Y-direction guide rod 8 and the automatic traveling control device 10 for traveling in the X-direction. A set of four driving rollers similar to that shown in FIG.
9'and the automatic traveling control device 10 'are provided, and the vehicle travels in the Y direction with the Y-direction guide rod 8 interposed therebetween. Further, the deflection roller 1 for pulling out and guiding the prepreg 5 wound around the bobbin 4 is provided on the bobbin 4.
1, 11 are attached, and the height thereof is adjusted according to the height of the locking tool 2.

【0011】この装置を用いると予め入力してあるプリ
プレグの配筋条件に従い、ボビン4の走行を自動制御し
て型枠1の上面側の水平平面内をX,Y両方向にボビン
を移動させ、ボビン4に巻いてあるプリプレグ5を係止
具2に引掛け架け渡して配筋ができる。ただし、同じ下
端筋を配筋する場合、X方向とY方向の高さレベルを変
えた方が好ましい時には中間で変向ローラ11,11の
高さを調整する必要がある。また、複数の高さレベルに
配筋する場合には当然その高さレベルに対応して変向ロ
ーラ11,11の高さを調整する必要がある。
When this apparatus is used, the traveling of the bobbin 4 is automatically controlled in accordance with the pre-preg arrangement conditions inputted in advance to move the bobbin in the X and Y directions in the horizontal plane on the upper surface side of the formwork 1. The prepreg 5 wound around the bobbin 4 can be hooked on the locking tool 2 to span the bar arrangement. However, when arranging the same lower end streak, it is necessary to adjust the heights of the deflection rollers 11 and 11 in the middle when it is preferable to change the height levels in the X direction and the Y direction. Further, when the reinforcing bars are arranged in a plurality of height levels, it is naturally necessary to adjust the heights of the deflection rollers 11, 11 in accordance with the height levels.

【0012】この変向ローラ11,11の高さの調整を
自動制御しようとするのが図6に示す配筋装置である。
この装置は、図5の装置のボビン4に取付けてある変向
ローラ11の1つの下部変向ローラ11'を垂直のZ方向
の案内杆12に沿い昇降自在としたものである。下部変
向ローラ11'は案内杆12に挟着した4本1組の昇降す
る駆動ローラ9に取付けられ、走行制御装置10を備
え、ボビン4に巻いてあるプリプレグ5を上下自由に案
内して架け渡すことができる。
The bar arrangement device shown in FIG. 6 automatically controls the height adjustment of the deflection rollers 11, 11.
In this apparatus, one lower deflecting roller 11 'of the deflecting roller 11 attached to the bobbin 4 of the apparatus shown in FIG. 5 can be moved up and down along a vertical guide rod 12 in the Z direction. The lower diverting roller 11 ′ is attached to a set of four driving rollers 9 that are sandwiched between the guide rods 12 and is provided with a traveling control device 10 to guide the prepreg 5 wound around the bobbin 4 up and down freely. Can be bridged.

【0013】[0013]

【作用および発明の効果】この発明は以上の構成からな
る。このCFRP補強筋の配筋方法によると、CFRP
が鉄筋に比べ比重が1/5と小であり、強度も大である
ので、所定強度の補強筋とする場合には軽量となり、鉄
筋の配筋作業に比べ著しく作業性が向上する。熱硬化後
のCFRP補強筋を配筋しようとすると、所望の配筋形
状に折曲したり、接合し所望の長さとすることが容易で
ないが、この発明の配筋方法によると、柔軟なプリプレ
グを型枠内に架け渡して配筋することが可能となり、配
筋後CFRP補強筋に変化させるので、所望の形状、長
さのCFRP補強筋を容易に配筋できる。
The present invention has the above-mentioned configuration. According to this CFRP reinforcing bar arrangement method, CFRP
Has a specific gravity as small as ⅕ and has a large strength as compared with a reinforcing bar, so that when it is used as a reinforcing bar with a predetermined strength, it is lightweight, and the workability is remarkably improved as compared with the reinforcing bar arranging work. When the CFRP reinforcing bar after heat curing is tried to be laid, it is not easy to bend it into a desired reinforced shape or to join it to obtain a desired length, but according to the reinforced method of the present invention, a flexible prepreg is provided. Can be laid across the formwork and changed to CFRP reinforcement after reinforcement, so that CFRP reinforcement having a desired shape and length can be easily arranged.

【0014】請求項2の配筋装置はプリプレグを巻いた
ボビンを型枠上面の水平平面内を自由に移動させること
ができるので、粘稠で扱い難いプリプレグ損傷を与える
ことなく、所望の張力をかけて架け渡し配筋することが
できる。
Since the bobbin wound with the prepreg can be freely moved within the horizontal plane of the upper surface of the mold, the bar arrangement device according to the second aspect provides a desired tension without giving viscous and unwieldy prepreg damage. Can be arranged across the bridge.

【0015】従って、この装置はスラブの構築や平板状
のコンクリート製品の製造に有効に使用される。
Therefore, this apparatus is effectively used for the construction of slabs and the production of flat concrete products.

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

【図1】(a),(b),(c) は実施例の配筋方法を工程順に示
す斜視図である。
FIG. 1 (a), (b), (c) is a perspective view showing a reinforcing bar method of an embodiment in the order of steps.

【図2】(a),(b)は係止具の平面図および縦断面図であ
る。
2 (a) and 2 (b) are a plan view and a vertical sectional view of a locking tool.

【図3】請求項2の配筋装置の斜視図である。FIG. 3 is a perspective view of the bar arrangement device according to claim 2;

【図4】図3のY方向案内杆端部の拡大図である。4 is an enlarged view of a Y-direction guide rod end portion of FIG.

【図5】図3のボビン部の拡大図である。FIG. 5 is an enlarged view of the bobbin portion of FIG.

【図6】請求項2の配筋装置のボビン部の拡大図であ
る。
FIG. 6 is an enlarged view of a bobbin portion of the bar arrangement device of claim 2;

【符号の説明】[Explanation of symbols]

1…鋼製型枠、2…係止具、3…ビス、4…ボビン、5
…プリプレグ、5'…CFRP補強筋、6…コンクリー
ト、7…X方向案内杆、8…Y方向案内杆、9…駆動ロ
ーラ、10…自動走行制御装置、11…変向ローラ、1
2…Z方向案内杆
1 ... steel formwork, 2 ... locking tool, 3 ... screw, 4 ... bobbin, 5
... prepreg, 5 '... CFRP reinforcing bar, 6 ... concrete, 7 ... X-direction guide rod, 8 ... Y-direction guide rod, 9 ... drive roller, 10 ... automatic traveling control device, 11 ... deflection roller, 1
2 ... Z direction guide rod

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 内面に係止具が突設してある型枠を4枚
1組として平面視方形の型枠を組み立て、対面する型枠
間に熱硬化性樹脂を含浸させた炭素繊維連続糸条を係止
具に引掛けながら、たるまないようにジグザグ状に架け
渡して配設した後、前記炭素繊維連続糸条に通電し、そ
の発熱で前記熱硬化性樹脂を硬化させてCFRP補強筋
とすることを特徴とするCFRP補強筋の配筋方法。
1. A continuous carbon fiber in which a mold having a rectangular shape in plan view is assembled by using four molds each having a locking tool projecting on the inner surface, and a thermosetting resin is impregnated between the facing molds. While hooking the thread on the locking tool and arranging it in a zigzag manner so that it does not sag, the carbon fiber continuous thread is energized, and the heat is used to cure the thermosetting resin and CFRP reinforcement A method for arranging CFRP reinforcing muscles, which comprises using muscles.
【請求項2】 対面する2枚1対の型枠の外側に型枠と
平行して設けた2条1対のX方向案内杆、前記X方向案
内杆に乗りX方向に移動可能なY方向案内杆、前記Y方
向案内杆に乗りY方向に移動可能な炭素繊維連続糸条を
巻いたボビン、及び前記炭素繊維連続糸条を引出し案内
する上下可能な変向ローラを備えたことを特徴とする請
求項1記載の配筋方法に使用するCFRP補強筋の配筋
装置。
2. A pair of two X-direction guide rods provided in parallel to the molds outside the pair of molds facing each other, and a Y-direction movable on the X-direction guide rods in the X-direction. A guide rod, a bobbin wound with a continuous carbon fiber yarn that is movable in the Y direction on the Y-direction guide rod, and a deflectable roller that pulls up and guides the continuous carbon fiber yarn. A CFRP reinforcing bar arrangement device for use in the reinforcement method according to claim 1.
JP5050587A 1993-03-11 1993-03-11 CFRP reinforcing bar arrangement method and arrangement apparatus Expired - Lifetime JP2689843B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5050587A JP2689843B2 (en) 1993-03-11 1993-03-11 CFRP reinforcing bar arrangement method and arrangement apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5050587A JP2689843B2 (en) 1993-03-11 1993-03-11 CFRP reinforcing bar arrangement method and arrangement apparatus

Publications (2)

Publication Number Publication Date
JPH06264563A JPH06264563A (en) 1994-09-20
JP2689843B2 true JP2689843B2 (en) 1997-12-10

Family

ID=12863112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5050587A Expired - Lifetime JP2689843B2 (en) 1993-03-11 1993-03-11 CFRP reinforcing bar arrangement method and arrangement apparatus

Country Status (1)

Country Link
JP (1) JP2689843B2 (en)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5861849U (en) * 1981-10-21 1983-04-26 シヨ−ボンド建設株式会社 Mesh heating element and reinforcing material for structures using thermosetting resin
JPS59138647A (en) * 1983-01-25 1984-08-09 三井建設株式会社 Plate-shaped reinforcing wire
JPS63156151A (en) * 1986-08-14 1988-06-29 三谷セキサン株式会社 Fiber structure
JPS63201266A (en) * 1987-02-13 1988-08-19 株式会社大林組 Ps concrete construction method using carbon fiber
JPS646442A (en) * 1987-06-26 1989-01-11 Shimizu Construction Co Ltd Prestressed concrete member using lattice like reinforcing bar and its production
JPS6468557A (en) * 1987-09-02 1989-03-14 Fuairudo Kk Method and apparatus for producing yarn lattice for reinforcing concrete
JPH0698692B2 (en) * 1989-04-14 1994-12-07 サッポロ産機株式会社 Continuous manufacturing method of FRP reinforcing bar for concrete
JP2675865B2 (en) * 1989-07-05 1997-11-12 旭硝子マテックス株式会社 Continuous molding method for fiber-reinforced synthetic resin lattice

Also Published As

Publication number Publication date
JPH06264563A (en) 1994-09-20

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