JP5370730B2 - Reinforcing bar support frame for reinforcing bar installation - Google Patents

Reinforcing bar support frame for reinforcing bar installation Download PDF

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JP5370730B2
JP5370730B2 JP2008333956A JP2008333956A JP5370730B2 JP 5370730 B2 JP5370730 B2 JP 5370730B2 JP 2008333956 A JP2008333956 A JP 2008333956A JP 2008333956 A JP2008333956 A JP 2008333956A JP 5370730 B2 JP5370730 B2 JP 5370730B2
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reinforcing bar
reinforcing
holes
support frame
rebar
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JP2010156120A (en
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登 関谷
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcement supporting member and a reinforcement supporting frame for reinforcement installation enabling even a beginner to be able to reliably and efficiently install reinforcements so as to be stabilized with the vertical reinforcements crossing the lateral reinforcements. <P>SOLUTION: This reinforcement supporting member A is formed by arranging a required quantity of through holes 3 for reinforcements 2 in a sheet member 1 so as to be aligned with the arrangement intervals of the reinforcements, and inserting the reinforcements 2 into the through holes 3. The reinforcements 2 can be stably supported while maintaining the arrangement intervals of the reinforcements. In this reinforcement supporting member A, the through holes 3 for the reinforcements 2 are biased from the lateral center of the sheet member 1 to one side. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

本発明は、鉄筋コンクリート用の鉄筋の据付に使用する鉄筋支持部材及び鉄筋支持枠体、詳しくは縦鉄筋と横鉄筋が交叉する鉄筋の据付を未経験者でも的確に能率よく行うことができる鉄筋据付用の鉄筋支持枠体およびこの支持枠体を複合化した複合鉄筋支持枠体に関する。 The present invention relates to a reinforcing bar support member and a reinforcing bar support frame used for installing a reinforcing bar for reinforced concrete, and more specifically, for a reinforcing bar installation that enables an inexperienced person to perform the installation of a reinforcing bar where a vertical reinforcing bar and a horizontal reinforcing bar cross each other accurately and efficiently . The present invention relates to a reinforcing bar support frame and a composite reinforcing bar support frame obtained by combining the support frame .

鉄筋コンクリート用の鉄筋据付けは、現在でも製品コンクリートの形状に合わせて縦方向に相対する枕材と、横方向に相応する枕材を鉄筋の直径以上の高さの差が生ずるように置いて、これら枕材にチョークで鉄筋を配置する間隔の印を付けるか、鉄筋を配置する間隔で線を印刷したゲージ紙を貼って、上記したチョークの印か、印刷線に合わせて、先ず低い方の鉄筋の枕材の上へ例えば縦鉄筋を並べて置き、次に、高い方の鉄筋の支持部材の上へ上記同様にチョークの線か印刷線に合わせて横鉄筋を並べて置いて、縦鉄筋と横鉄筋が交叉する部分を結束線で結束して鉄筋の据付けを行う方法が多く採用されている。 Reinforcement installation for reinforced concrete is still in place by placing the pillow material facing in the vertical direction and the pillow material corresponding to the horizontal direction in accordance with the shape of the product concrete so that there is a difference in height over the diameter of the rebar. Place a mark on the pillow to mark the spacing of the reinforcing bars, or affix gauge paper with lines printed at the spacing of the reinforcing bars, and match the above-mentioned chalk marks or printed lines. For example, place vertical rebars side by side on the pillow material, and then place the horizontal rebars side by side with the choke lines or printed lines on the support member of the higher rebar, as described above. Many methods are used to install the reinforcing bars by binding the crossing points with binding wires.

しかしながら、上記方法では、チョークによる印付けか、印刷紙の貼り付けで鉄筋の間隔を割り出した後に、チョークの印や印刷線に合わせて鉄筋を置くから、作業に神経を使って時間もかかり、かつ、置いた後で誤って鉄筋に触れれば位置が変化して修正を要する上に、支持部材の上に鉄筋を置いただけでは、コンクリートの打設時に鉄筋の位置ずれが起るから、これを防止するため縦鉄筋と横鉄筋の交叉部を結束線で縛る結筋が必要である。しかし、この結筋には熟練を要して初心者には時間を掛けても確実にはできない。このため、鉄筋コンクリート工事の多い現在では、鉄筋組立技能士が不足していて要求に即応できないから、施工業者は鉄筋の据付ができないために受注工事の工期遅延を生ずることが多くて、当業界ではこの問題点を解決できる技術の開発が強く要望されていた。 However, in the above method, since the rebar spacing is set according to the mark of the chalk and the printed line after calculating the interval between the reinforcing bars by marking with chalk or pasting the printing paper, it takes time to use the work. In addition, if you touch the reinforcing bar accidentally after placing it, the position will change and correction will be required.In addition, if you place the reinforcing bar on the support member, the position of the reinforcing bar will shift when placing concrete. In order to prevent this, a knot that binds the intersection of vertical and horizontal bars with a tie wire is required. However, this ligature requires skill and cannot be sure even for beginners. For this reason, at present when there is a lot of reinforced concrete work, there is a shortage of rebar assembly technicians and it is not possible to respond immediately to the request. There has been a strong demand for the development of technology that can solve this problem.

本発明はこの現状に即してなされたもので、縦鉄筋と横鉄筋が非結束で交叉した状態で安定して結束を要しない鉄筋の据付けを、初心者でも確実に能率よく行うことができる鉄筋据付用の鉄筋支持枠体を提供することをその課題としている。 The present invention has been made in accordance with this situation, and it is possible for a beginner to reliably and efficiently install a reinforcing bar that does not require binding in a state where the vertical reinforcing bar and the horizontal reinforcing bar are crossed in a non-binding manner. and as its object to provide a reinforcing bar supporting frame body for mounting.

前記課題を解決するため本発明に係る鉄筋コンクリート用の鉄筋据付用の鉄筋支持枠体は、下記の構成を採用することを特徴とする。 In order to solve the above-mentioned problems, the reinforcing bar support frame for reinforcing bar installation for reinforced concrete according to the present invention employs the following configuration.

請求項1に係る発明は、縦方向と横方向に配置される薄板の支持部材にそれぞれ鉄筋の通し孔を配筋間隔に合わせて所要数列設し、これら通し孔に鉄筋を通して支持する鉄筋の支持枠体であって、上記縦方向と横方向の支持部材は同じ薄板材から成るとともに、互いに長さ方向の端部で接合して平形の枠体として形成され、上記鉄筋の通し孔は、上記縦方向と横方向の支持部材の巾方向の中心よりも一側へ偏るように設けられ、上記縦方向と横方向の支持部材はそれぞれその鉄筋の通し孔が反対側に偏るように配置されるとともに、上記縦方向と横方向の支持部材の鉄筋の通し孔に、それぞれ横方向と縦方向の鉄筋を交叉するように通して支持させたことThe invention according to claim 1 is a support for reinforcing bars in which a required number of reinforcing bar through-holes are arranged in a thin plate supporting member arranged in the vertical direction and in the horizontal direction in accordance with the spacing of the reinforcing bars, and the reinforcing bars are supported through these through-holes. The support members in the vertical direction and the horizontal direction are made of the same thin plate material, and are joined to each other at the ends in the length direction to form a flat frame, and the through holes of the reinforcing bars are The vertical and horizontal support members are provided so as to be biased to one side with respect to the center in the width direction, and the vertical and horizontal support members are respectively arranged so that the through holes of the reinforcing bars are biased to the opposite side. At the same time, the reinforcing bars in the vertical direction and the horizontal direction are supported by passing through the reinforcing bars in the horizontal direction and the vertical direction through the through holes of the reinforcing bars, respectively .

請求項2に係る発明は、請求項1において、上記鉄筋の支持部材には、その巾方向の両側に補強縁が形成され、上記両補強縁の一端には接合片が連設され、他端には上記接合片が係合可能な挿入溝が形成されていることAccording to a second aspect of the present invention, in the first aspect of the present invention , the reinforcing member is formed with reinforcing edges on both sides in the width direction thereof, and a joining piece is continuously provided at one end of each of the reinforcing edges. An insertion groove in which the joining piece can be engaged is formed .

請求項3に係る発明は、請求項1又は2に記載の縦方向の複数の支持部材を、所定の角度で交叉するように巾方向の側縁で接合して、この接合部に交叉角度に合せた形状の接合鉄筋を、接合されて隣り合う鉄筋支持部材に設けられた補助の鉄筋の通し孔に支持させて配置したことAccording to a third aspect of the present invention, the plurality of longitudinal support members according to the first or second aspect are joined at the side edges in the width direction so as to cross each other at a predetermined angle, and the crossing angle is set at the joint portion. the combined connecting features rebar was placed in supported through holes of the auxiliary rebar provided rebar support member adjacent joined it.

請求項4に係る発明は、請求項1又は2に記載の縦方向の複数の支持部材を、筒形をなすように巾方向の側縁で接合して、各接合部に接合角度に合せた形状の接合鉄筋を、接合されて隣り合う鉄筋支持部材に設けられた補助の鉄筋の通し孔に支持させて配置したことIn the invention according to claim 4, the plurality of longitudinal support members according to claim 1 or 2 are joined at the side edges in the width direction so as to form a cylindrical shape, and the joining angle is adjusted to each joining portion. that the joining rebar shape, was placed in supported through holes of the auxiliary rebar provided rebar support member adjacent are joined.

請求項1に係る発明によれば、複数の鉄筋支持部材を長さ方向の端部で接合すれば、平形鉄筋支持枠体が形成されるほか、鉄筋の通し孔は、薄板の縦方向と横方向の支持部材の巾方向の中心よりも一側へ偏るように設けられ、上記縦方向と横方向の支持部材はそれぞれその鉄筋の通し孔が反対側に偏るように配置すればよいので、平形の支持枠体は、同じ支持部材の長さを変えるだけで形成することができるとともに、単一の金型で成形することができ、コストダウンをはかることができる。しかも、縦鉄筋と横鉄筋が交叉するように設置された鉄筋の据付が、縦方向と横方向の支持部材の鉄筋の通し孔に、それぞれ横方向と縦方向の鉄筋を交叉するように通すだけの至って簡単な操作で行われて、しかも、据付けられた鉄筋は、たとえ、外力が作用しても位置ずれを起こさず安定していて補修を必要としないから、初心者でも熟練した技能士による結束式の鉄筋据付と同様の鉄筋据付ができて、鉄筋の据付の必要が生ずれば随時に処理することができるため、熟練した技能士による鉄筋の据付を待って生じた工事の遅延を完全に解決することができる。また、この支持部材は板面の通し孔に鉄筋を挿すだけであり、鉄筋を結束する必要が無いため、作業能率が極めて高く、初心者でも熟練した技能士による結束式の鉄筋据え付けの半分以下の時間で据付を行うことができる効果もある。また、この支持枠体は同品種を多量生産する場合は、鉄筋の支持部材を接合して支持枠体を形成する作業を工場で行い、形成された支持枠体を現場に運んで鉄筋の据付を行うことで一層の効率化を図ることもできる。 According to the first aspect of the present invention, when a plurality of reinforcing bar support members are joined at the end portions in the length direction, a flat reinforcing bar support frame is formed, and the through holes of the reinforcing bars are formed in the vertical direction and the horizontal direction of the thin plate. The support members in the vertical direction and the horizontal direction are provided so as to be biased to one side from the center of the width direction of the support member in the direction. The support frame can be formed by simply changing the length of the same support member, and can be formed with a single mold, thereby reducing costs. Moreover, of the installed rebar as vertical reinforcing bars and horizontal reinforcing bars intersect installation is, in the vertical direction and the horizontal direction reinforcing bar insertion hole of the support member, to passing to intersect the horizontal and vertical reinforcing bars respectively been done in quite a simple operation of only, moreover, installation was rebar, were example, because no external force is the need for repair and found to be stable without causing a positional shift also act, professional skills skilled even for beginners Reinforcement installation similar to the bundling-type rebar installation by can be done, and can be processed at any time if the need for rebar installation arises, so the delay of construction caused by waiting for the installation of the rebar by a skilled technician Can be solved completely. Further, the support member is Ri der just plug the rebar through holes of the plate surface, it is not necessary to bind the reinforcing bars, working efficiency is rather very high, half of the binding equation rebar installation by even skilled professional skills novice There is also an effect that installation can be performed in the following time. Also, when this support frame body is mass-produced, the work of joining the reinforcing bar support members to form the support frame body is carried out at the factory, and the formed support frame body is carried to the site to install the reinforcing bars. It is possible to further improve the efficiency.

請求項2に係る発明によれば、鉄筋の支持部材には、その巾方向の両側に補強縁が形成されているから、薄板材の厚さを極力薄くして材料の節約と加工の容易化を図るとともに、補強縁の巾を広く採ることで鉄筋支持部材を接合することなく並べて使用しても安定させることができる。また、両補強縁の一端には接合片が連設され、他端には上記接合片が係合可能な挿入溝が形成されているから、単位長さの薄板材を接合することで希望する長さの鉄筋支持部材を得ることができて、長さ別に多くの支持部材を製作する必要がなくなって経済的である。 According to the second aspect of the present invention, since reinforcing bars are formed on both sides in the width direction of the support member for the reinforcing bar, the thickness of the thin plate material is reduced as much as possible to save material and facilitate processing. In addition, it is possible to stabilize even if the reinforcing bar supporting members are used side by side without joining them by widening the width of the reinforcing edge. In addition, a joining piece is continuously provided at one end of both reinforcing edges, and an insertion groove is formed at the other end so that the joining piece can be engaged. Therefore, it is desired to join a thin plate material having a unit length. Since a reinforcing bar support member having a length can be obtained, it is not necessary to manufacture a large number of support members for each length, which is economical.

請求項3に係る発明によれば、複数の鉄筋支持枠体を所定の角度で接合して、その接合部に交叉角度に適合する接合鉄筋を通し孔に支持させて設置するから、例えば、床用と壁用の鉄筋支持枠体が一体化されて、その接合部には両支持枠体に跨る接合用の鉄筋が配置された複合の鉄筋支持枠体が形成され、各々の縦方向に相対する通し孔と横方向に相対する通し孔に鉄筋を挿し込めば、この場合も、縦方向の鉄筋と横方向の鉄筋が交叉して安定する鉄筋の据付が初心者の手によって熟練した技能士の結束による据付の半分以下の時間でできる。また、この複合支持枠体も同品種を多量生産する場合は、鉄筋の支持部材を接合して支持枠体を形成する作業を工場で行い、形成された支持枠体を現場に運んで鉄筋の据付を行うことで一層の効率化を図ることもできる。 According to the invention of claim 3 , a plurality of reinforcing bar support frames are joined at a predetermined angle, and a joining rebar that matches the crossing angle is supported by the through hole at the joint, and installed. The reinforcing bar support frame for the wall and the wall are integrated, and the joint is formed with a composite reinforcing bar support frame in which the reinforcing bars for bonding straddling both the support frames are arranged. If the reinforcing bar is inserted into the through hole opposite to the horizontal direction and the horizontal reinforcing bar crosses and stabilizes, the installation of the reinforcing bar will be performed by a skilled technician. It can be done in less than half the time of installation by bundling. Also, when this composite support frame is mass-produced, the work of joining the reinforcing bar support members to form the support frame is performed at the factory, and the formed support frame is carried to the site to reinforce the reinforcing bars. Further efficiency can be achieved by performing installation.

請求項4に係る発明によれば、複数の鉄筋支持枠体を巾方向の側縁で筒形をなすように接合して、その各接合部には交叉角度に適合する接合鉄筋を通し孔に支持させて設置するから、例えば、柱用、梁用、桁用、その他の構造材用の中空をなす筒形の鉄筋支持枠体が一体形成されて、しかも、それぞれの接合部には、両支持枠体に跨る接合用の鉄筋が配置された筒形の鉄筋支持枠体が形成されて、個々の支持枠体における縦方向に相対する通し孔と、横方に相対する通し孔に鉄筋を挿し込めば、この場合も、縦方向の鉄筋と横方向の鉄筋が交叉して安定する鉄筋の据付が初心者の手によって熟練した技能士の結束による据付の半分以下の時間でできる。また、この筒形の複合支持枠体も同品種を多量生産する場合は、鉄筋の支持部材を接合して支持枠体を形成する作業を工場で行い、形成された支持枠体を現場に運んで鉄筋の据付を行うことで一層の効率化を図ることもできる。 According to the invention of claim 4 , a plurality of reinforcing bar support frames are joined so as to form a cylindrical shape at the side edges in the width direction, and the joining rebars suitable for the crossing angle are passed through the joints in the through holes. For example, a hollow cylindrical reinforcing bar support frame that is hollow for pillars, beams, girders, and other structural materials is integrally formed. A cylindrical reinforcing bar support frame is formed in which reinforcing bars for joining straddling the support frame are arranged, and the reinforcing bars are placed in the through holes facing each other in the vertical direction and the through holes facing each side in each support frame. Once inserted, in this case as well, the installation of the reinforcing bars, which are stable by crossing the longitudinal bars and the horizontal bars, can be done in less than half the time of installation by the binding of skilled technicians by the hands of beginners. Also, when this same type of cylindrical composite support frame is produced in large quantities, work to form a support frame by joining reinforcing bar support members is carried out at the factory, and the formed support frame is carried to the site. In addition, the efficiency can be further improved by installing the reinforcing bars.

以下に本発明に係る鉄筋据付用の鉄筋支持部材の実施形態を図面に基づいて説明する。   Embodiments of a reinforcing bar support member for reinforcing bar installation according to the present invention will be described below with reference to the drawings.

図1〜図3は、鉄筋据付用の鉄筋支持部材を示す。この鉄筋支持部材Aは、薄板材1に図1に示す通り鉄筋2の通し孔3を配筋間隔に合わせて所要数列設し、これら通し孔3に図2に示す通り鉄筋2を挿し込むと、鉄筋2は孔3の周壁に囲まれて何れの方向にも動けないから、鉄筋2を設定した間隔で位置ずれしないように支持させることが瞬時にできる。従って、図3に鎖線で示す通りの板状の鉄筋コンクリート製品4を成型するときは、この製品4の外形に合せて4片の鉄筋支持部材Aを長さ方向の端部を突き合せで並べ、鉄筋支持部材Aの縦方向に相対するものに列設された各鉄筋の通し孔3にそれぞれ縦鉄筋2の端部を挿し込むと、通し孔3で鉄筋2の間隔決めと支持が行われた縦鉄筋2の配置ができるから、次に、横方向に相対する鉄筋支持枠Aに列設された通し孔3にそれぞれ横鉄筋2の端部を挿し込むと、通し孔3で鉄筋2の間隔決めと支持を行われた横鉄筋2の配置が行われて、縦鉄筋2と横鉄筋2が交叉するように組み合わされた鉄筋の据付が完了する。 1 to 3 show the reinforcing bar supporting members for rebars installation. In this reinforcing bar support member A, as shown in FIG. 1, a required number of through holes 3 of the reinforcing bars 2 are arranged in the thin plate material 1 in accordance with the arrangement interval, and the reinforcing bars 2 are inserted into the through holes 3 as shown in FIG. 2. Since the reinforcing bar 2 is surrounded by the peripheral wall of the hole 3 and cannot move in any direction, the reinforcing bar 2 can be instantaneously supported without being displaced at a set interval. Therefore, when the plate-shaped reinforced concrete product 4 as shown by the chain line in FIG. 3 is molded, four pieces of the reinforcing bar support members A are arranged in abutment with the ends in the length direction according to the outer shape of the product 4, When the ends of the longitudinal reinforcing bars 2 were inserted into the through holes 3 of the reinforcing bars arranged in the longitudinal direction of the reinforcing bar support member A, the spacing of the reinforcing bars 2 was determined and supported by the through holes 3. Since the vertical reinforcing bars 2 can be arranged, next, when the end portions of the horizontal reinforcing bars 2 are respectively inserted into the through holes 3 arranged in the reinforcing bar supporting frame A facing in the lateral direction, the intervals between the reinforcing bars 2 are passed through the through holes 3. The arrangement of the horizontal reinforcing bars 2 determined and supported is performed, and the installation of the reinforcing bars combined so that the vertical reinforcing bars 2 and the horizontal reinforcing bars 2 cross each other is completed.

しかし、上記の通り縦鉄筋2と横鉄筋2が交叉するように組み合わせるには、縦鉄筋2と、横鉄筋2が衝突しないように、縦方向に用いる鉄筋支持部材Aに開けられた通し孔3と、横方向に用いる鉄筋支持部材Aに開けられた通し孔3に高低差が付くようにする必要がある。このため、縦方向に用いる鉄筋支持部材Aと、横方向に用いる鉄筋支持部材Aは通し孔3の高さが異なる2種類製作しても良い。しかし、この場合は、2種類の製作型が必要になるから、型代による鉄筋支持部材Aのコストアップがある。そこで、鉄筋支持部材Aに開ける通し孔3の位置を、図1、図2に示す通り鉄筋支持部材Aの巾方向の中心線S−Sよりも、例えば上側へ偏らせて開けると、鉄筋支持部材Aの上下を反転させれば、図3のように通し孔3が中心線S−Sよりも下側へ移るため、縦方向用の鉄筋支持部Aと横方向用の鉄筋支持部材は同じ物を使用することができるようになって、鉄筋支持部材Aを単一型で製作することによるコストダウンが図れる。 However, as described above, in order to combine the vertical reinforcing bar 2 and the horizontal reinforcing bar 2 so as to cross each other, the through hole 3 formed in the reinforcing bar supporting member A used in the vertical direction so that the vertical reinforcing bar 2 and the horizontal reinforcing bar 2 do not collide with each other. It is necessary to make a difference in height between the through holes 3 opened in the reinforcing bar support member A used in the lateral direction. For this reason, the reinforcing bar support member A used in the vertical direction and the reinforcing bar support member A used in the horizontal direction may be manufactured in two types having different through hole 3 heights. However, in this case, since two types of production molds are required, there is an increase in the cost of the reinforcing bar support member A due to the mold allowance. Therefore, if the position of the through hole 3 opened in the reinforcing bar support member A is biased upward, for example, above the center line SS in the width direction of the reinforcing bar support member A as shown in FIGS. If the upper and lower sides of the member A are reversed , the through hole 3 moves below the center line SS as shown in FIG. 3, so that the reinforcing bar support portion A for the vertical direction and the reinforcing bar support member for the horizontal direction are the same. An object can be used, and the cost can be reduced by manufacturing the reinforcing bar support member A in a single mold.

また、薄板材1は、上記の通り配筋間隔に合わせて列設される鉄筋の通し孔3の間隔にも、それぞれか、複数個飛びに補助の鉄筋の通し孔3´を設けて、これら補助の通し孔3´を後述する通り形成した鉄筋支持枠体の複数を接合して複合支持枠体や筒形支持枠体を形成する際、隣り合う鉄筋支持枠体の接合角部に配置して、相互の接合を行う接合用の鉄筋2を挿し通して接合角部に配置させるのに利用する。   Further, the thin plate 1 is provided with auxiliary reinforcing bar through holes 3 ′ in the intervals of the reinforcing bar through holes 3 arranged in line with the bar arrangement intervals as described above. When forming a composite support frame or a cylindrical support frame by joining a plurality of rebar support frames formed as described later with the auxiliary through-holes 3 ', they are arranged at the joining corners of adjacent rebar support frames. Thus, the joining rebar 2 for mutual joining is inserted and used to be arranged at the joining corner.

図4は、鉄筋据付用の鉄筋支持部材を示すものであり、板面1に配筋間隔に合わせて列設される鉄筋2の通し孔3の開け方と数が相違するだけで、他の構造並びに作用等は同一であるので、以下に相違する通し孔3の部分だけについて説明を行い、同一部分については説明を省略する。 Figure 4 shows the reinforcing bar supporting member for reinforcing bar installation, just Opening and number of through-holes 3 of the rebar 2 being the column set is different in accordance with the plate surface 1 to Haisuji interval, Since other structures and operations are the same, only the portions of the through holes 3 that differ from each other will be described below, and descriptions of the same portions will be omitted.

の鉄筋支持部材Aは、縦方向に相対して設ける場合に鉄筋2を通す通し孔3の位置と、横方向に相対して設ける場合に鉄筋2を通す通し孔3の位置を、図4に示す通り巾方向の中心線S−Sを挟んで上及び下に位置するように列設されている。そして、鉄筋支持部材Aを例えば、縦方向に相対して設ける場合は、図5に示す通り中心線S−Sよりも下側に位置する通し孔3に鉄筋2の端部を挿し込んで、通し孔3で縦鉄筋2の間隔決めと支持を行わせ、また、横方向に相対して設ける場合は、図5に示す通り中心線S−Sよりも上側に位置する通し孔3に横鉄筋2の端部を挿し込んで、通し孔3で横鉄筋2の間隔決めと支持を行わせれば、縦鉄筋2と横鉄筋2が交叉するように組み合わされた鉄筋2の据付が行われる。 The rebars support member A of this, the position of the through-hole 3 through which reinforcing bars 2 when vertically disposed relative the position of the through-holes 3 through which reinforcing bars 2 in the case of providing relative to the horizontal direction, FIG. As shown in FIG. 4, they are lined up so as to be positioned above and below the center line SS in the width direction. And when providing the reinforcing bar support member A relative to the vertical direction, for example, the end of the reinforcing bar 2 is inserted into the through hole 3 located below the center line SS as shown in FIG. When the interval between the vertical reinforcing bars 2 is determined and supported by the through holes 3 and they are provided in the horizontal direction, the horizontal reinforcing bars are inserted into the through holes 3 located above the center line SS as shown in FIG. If the end of 2 is inserted and the interval between the horizontal reinforcing bars 2 is determined and supported by the through holes 3, the reinforcing bars 2 combined so that the vertical reinforcing bars 2 and the horizontal reinforcing bars 2 cross each other are installed.

また、上記2つの鉄筋2の通し孔3、3の外側には、これら通し孔3、3と平行するように鉄筋2の通し孔3、3を図4、図5に示す通り1列ずつか、図面には示してないが、鉄筋支持部材Aの巾が広い場合は2列以上ずつ列設して置き、更に各通し孔3の間隔にもそれぞれか、複数個飛びに補助の鉄筋の通し孔3´を設けて、これら補助の通し孔3´を後述する通り形成した鉄筋支持枠体の複数を接合して複合支持枠体や筒形支持枠体を形成する際、各鉄筋支持枠体の接合角部に配置して、相互の接合を行う接合用の鉄筋2を挿し通して接合角部に保持させるのに利用する。   Further, the through holes 3 and 3 of the rebar 2 are arranged in a row as shown in FIGS. 4 and 5 so as to be parallel to the through holes 3 and 3 outside the through holes 3 and 3 of the two rebars 2. Although not shown in the drawings, when the reinforcing bar supporting member A is wide, it is arranged in two or more rows, and further, the spacing between the through holes 3 is also set in each case, or a plurality of auxiliary reinforcing bars are passed through. When forming a composite support frame or a cylindrical support frame by joining a plurality of reinforcing bar support frames in which holes 3 'are provided and these auxiliary through holes 3' are formed as described later, each reinforcing bar support frame It arrange | positions in this joining corner | angular part, and it utilizes for inserting and inserting the reinforcing bar 2 for joining mutually and hold | maintaining to a joining corner | angular part.

上記鉄筋支持部材Aは、スチール又は合成樹脂を用いて形成するが、コンクリート製品4にとって鉄筋支持部材Aはむしろ存在しない方が好ましい物であるから、極力薄い材料を使用して、巾方向の一側又は両側に補強縁5を形成した図6(a)に示すコ字形、図6(b)に示すZ形、図6(c)に示すL形、図6(d)に示す逆T形、図6(e)に示す角筒形等に形成する。そして、鉄筋支持部材Aをコンクリート製品の外形に合わせて並べて置く場合は、図6(a)(b)(c)(d)(e)に示す通り補強縁5の巾を広くして、鉄筋支持部材Aが安定した立姿勢を保てるようにするが、後記の通り複数の鉄筋支持部材Aを長さ方向の端部で接合して鉄筋支持枠体を形成する場合には、補強縁5を補強の機能だけが果たされる程度の巾が狭いものとする。   The reinforcing bar support member A is formed using steel or synthetic resin. However, since it is preferable that the reinforcing bar support member A does not exist for the concrete product 4, a thin material is used as much as possible. A U-shape shown in FIG. 6 (a) with reinforcing edges 5 formed on the side or both sides, a Z-shape shown in FIG. 6 (b), an L-shape shown in FIG. 6 (c), and an inverted T-shape shown in FIG. 6 (d). The rectangular tube shown in FIG. 6E is formed. And when arranging the reinforcing bar support member A side by side according to the external shape of the concrete product, the width of the reinforcing edge 5 is widened as shown in FIGS. 6 (a), (b), (c), (d) and (e), and the reinforcing bar The support member A can maintain a stable standing posture. However, as will be described later, when a plurality of reinforcing bar support members A are joined at end portions in the length direction to form a reinforcing bar support frame, the reinforcing edge 5 is used. It should be narrow enough to perform only the reinforcing function.

なお、上記鉄筋支持部材Aは、コンクリート製品の大きさが多種多様であって、これに適合する長さのものを一々形成することは不経済である。そこで、鉄筋支持部材Aは諸種の条件を勘案して標準の長さを設定し、この長さの鉄筋支持部材Aを巾方向の両側に補強縁5、5を有するように形成して、上記補強縁5、5の一端には、図7(a)に示す通り接合片6、6を連設して置き、他端には上記接合片5、5が挿し込まれる挿入溝7、7を形成して置いて、長い鉄筋支持部材Aを必要とするときは、図7(b)に示す通り一方の支持部材Aの補強縁5、5に連設される接合片6、6を、他方の鉄筋支持部材Aに形成される挿入溝7、7へ挿し込むと、2つの鉄筋支持部材A、Aが接合されるから、同様にして他の鉄筋支持部材Aを次々に接合すれば、希望する長さの鉄筋支持部材Aを形成することができる。しかし、上記の接合だけでは希望寸法が得られない場合は、希望する長さより長くなるように鉄筋支持部材Aを接合して、余剰の部分を切り取ると希望する長さの鉄筋支持部材Aが得られるようにする。   In addition, as for the said reinforcing bar support member A, the magnitude | size of a concrete product is various, and it is uneconomical to form the thing of the length corresponding to this. Therefore, the reinforcing bar support member A is set to a standard length in consideration of various conditions, and the reinforcing bar support member A having this length is formed to have the reinforcing edges 5 and 5 on both sides in the width direction. As shown in FIG. 7A, joint pieces 6 and 6 are continuously provided at one end of the reinforcing edges 5 and 5, and insertion grooves 7 and 7 into which the joint pieces 5 and 5 are inserted are provided at the other end. When the long reinforcing bar support member A is required, the joining pieces 6 and 6 connected to the reinforcing edges 5 and 5 of the one support member A as shown in FIG. When inserting into the insertion grooves 7 and 7 formed in the reinforcing bar support member A, the two reinforcing bar support members A and A are joined. The reinforcing bar supporting member A having a length to be formed can be formed. However, if the desired dimensions cannot be obtained by the above-mentioned joining alone, the reinforcing bar support member A is joined so as to be longer than the desired length, and the surplus portion is cut off to obtain the desired length of the reinforcing bar support member A. To be able to.

また、上記の通り鉄筋の支持部材Aを接合構造とする場合は、図8に示す通り縦鉄筋2の継ぎ足しを行うとき、この部分に中継用の鉄筋の支持部材Aを設けて、この支持部材Aの下側の通し孔3と、中間の通し孔3に継ぎ足す鉄筋の端部が図8に示す通りに重複するように挿し込んで支持させれば、縦鉄筋2の継ぎ足しをも非結束で簡単に行うことができる。   Further, when the reinforcing bar support member A has a joining structure as described above, when the vertical reinforcing bar 2 is added as shown in FIG. 8, a relay reinforcing bar support member A is provided in this portion, and this supporting member is provided. If the end of the reinforcing bar to be added to the lower through hole 3 of A and the end of the reinforcing bar added to the intermediate through hole 3 are inserted and supported so as to overlap as shown in FIG. Easy to do.

図9は請求項1に係る鉄筋支持枠体を示すものであり、この実施形態は、同種の板状の鉄筋コンクリート製品4を大量に製作する場合は、上記の通りその外形に合わせて鉄筋支持部材Aを並べ置いて鉄筋の据付を行うと作業効率が悪いから、必要数の鉄筋支持部材Aを図8に示す通り長さ方向の端部を突き合わせて溶接で接合するか、図9の円内に示す通り突合せ部の外側にL形金具8を添えてスポット溶接で接合するかして、図9に鎖線で示す板状コンクリート製品4の外形に合う鉄筋支持枠体Bを形成する。そして、この鉄筋支持枠体Bの縦方向に相対する鉄筋支持部材Aに列設される鉄筋の通し孔3にそれぞれ縦方向の鉄筋2の端部を挿し込めば、通し孔3による間隔決めと支持で安定した縦鉄筋2の配置が行われるから、次に、横方向に相対する鉄筋支持部材Aに開けられる鉄筋の通し孔3に、それぞれ横鉄筋2の端部を挿し込めば、通し孔3による間隔決めと支持で安定した横鉄筋2の配置が行われて、縦鉄筋2と横鉄筋2が交叉して組み合わされた鉄筋の据付が支持枠体Bの採用で一層能率よく行われた。 Figure 9 shows a reinforcing bar supporting frame body according to claim 1, this embodiment, when fabricating a plate-like reinforced concrete products 4 of the same type in large quantities, rebar support member in accordance with the outer shape as described above If the reinforcing bars are installed side by side, the work efficiency is poor. Therefore, the required number of reinforcing bar support members A are joined together by welding with the end portions in the length direction as shown in FIG. As shown in FIG. 9, an L-shaped metal fitting 8 is attached to the outside of the butt portion and joined by spot welding to form a reinforcing bar support frame B that matches the outer shape of the plate-like concrete product 4 shown by a chain line in FIG. 9. Then, if the end portions of the reinforcing bars 2 in the vertical direction are inserted into the through holes 3 of the reinforcing bars arranged in the reinforcing bar support members A facing in the vertical direction of the reinforcing bar support frame B, the interval between the through holes 3 is determined. Since the vertical reinforcing bars 2 are stably arranged with support, if the end portions of the horizontal reinforcing bars 2 are respectively inserted into the reinforcing bar through holes 3 opened in the reinforcing bar supporting member A facing in the lateral direction, the through holes are provided. The horizontal rebar 2 is stably arranged by determining and spacing by 3 and the installation of the rebar in which the vertical rebar 2 and the horizontal rebar 2 are crossed and combined is performed more efficiently by using the support frame B. .

図10は請求項3に係る複合鉄筋支持枠体の実施形態を示すものであり、この実施形態に示す複合形の鉄筋支持枠体Cは、上記鉄筋支持枠体Bの複数B1、B2を巾方向の側縁で接合して図10に示す通りのL形をなすか、図面には示してないがコ字形等をなすようにしたものであって、一方の鉄筋支持枠体B1が例えば床用となり、他方の鉄筋支持枠体B2が壁用となる複合形の鉄筋支持枠体Cを形成させて、両鉄筋支持枠体B1、B2の接合角部には、接合する角度に適合させた形状の接合用の鉄筋2´を、鉄筋支持部材B1、B2を形成する鉄筋支持部材Aに設けられた補助の鉄筋の通し孔3´へ端部を差し込むことで配置されている。従って、一方の鉄筋支持枠体B1と他方の鉄筋支持枠体B2の縦方向に相対する鉄筋の通し孔2、2に、縦鉄筋2の端部を挿しこみ、横方向に相対する鉄筋支持枠B、Bの鉄筋の通し孔3に横鉄筋の端部を挿し込む操作を行えば、縦鉄筋2と横鉄筋2が交叉するように組み合されて、複合の鉄筋支持枠体Cに対する鉄筋の据付けも、初心者が行っても通し孔3による鉄筋2の位置決めと支持で安定して確実に行われるだけでなく、接合角部へ接合用の鉄筋を配置することも容易にできて、作業の速度も熟練者が結筋で行う配筋作業に比べて、データ上ではほぼ2倍に向上するものであった。 FIG. 10 shows an embodiment of a composite reinforcing bar support frame according to claim 3, and the composite reinforcing bar support frame C shown in this embodiment has a width of a plurality of B 1 and B 2 of the reinforcing bar support frame B. Are joined together at the side edges in the direction to form an L shape as shown in FIG. 10 or a U shape or the like (not shown in the drawing). The other reinforcing bar support frame B2 is used as a composite reinforcing bar support frame C for the wall, and the joining corners of both reinforcing bar support frames B1 and B2 are adapted to the joining angle. The reinforcing bar 2 'for joining in a shape is arranged by inserting an end into a through-hole 3' of an auxiliary reinforcing bar provided in the reinforcing bar support member A that forms the reinforcing bar support members B1 and B2. Accordingly, the ends of the vertical reinforcing bars 2 are inserted into the through-holes 2 and 2 of the reinforcing bars opposite to each other in the longitudinal direction of one reinforcing bar supporting frame B1 and the other reinforcing bar supporting frame B2, and the reinforcing bars supporting frame facing in the horizontal direction. If the operation of inserting the end of the horizontal reinforcing bar into the through hole 3 of the reinforcing bars B and B is performed, the vertical reinforcing bar 2 and the horizontal reinforcing bar 2 are combined so as to cross each other, and the reinforcing bar to the composite reinforcing bar supporting frame C is combined. The installation is not only stably and reliably performed by the positioning and support of the reinforcing bar 2 by the through-hole 3 even if it is performed by a beginner, but it is also possible to easily place a reinforcing bar for bonding at the bonding corner. The speed was also almost doubled on the data compared to the bar arrangement work performed by the skilled person with the ligatures.

図11は請求項4に係る筒形の鉄筋支持枠体の実施形態を示すものであり、この実施形態に示す筒形の鉄筋支持枠体Dは、図11に示す通り、上記鉄筋支持枠体Bの例えば4つを巾方向の側縁で接合して、各鉄筋支持枠体B1、B2、B3、B4が例えば、柱用、梁用、桁用等に適した方形の筒形をなすように形成する。そして、各鉄筋支持枠体B1とB2と、B2とB3、B3とB4、B4とB1の各接合角部には、接合する角度に適合する接合用の補助の鉄筋2´を隣接する鉄筋支持部材B1とB2と、B2とB3、B3とB4、B4とB1の接合部にそれぞれ設けられた補助の通し孔3´へ端部を差し込むことで配置される。従って、4つの鉄筋支持枠体B1、B2、B3、B4の縦方向に相対する鉄筋の通し孔3と、横方向に相対する鉄筋支持枠B、Bの鉄筋通し孔3に鉄筋の端部を差し込む操作を順次行えば、縦方向の鉄筋2と横方向の鉄筋2が交叉するように組み合されて、筒形の鉄筋支持枠体Dに対する鉄筋の据付けも、初心者が行っても通し孔3による鉄筋2の位置決めと支持で安定して確実に行われるだけでなく、接合角部へ接合用の鉄筋を配置することも容易にできて、この場合の作業速度も熟練者が結筋で行う配筋作業に比べて、データ上ではほぼ2倍に向上するものであった。
(実験例1)
FIG. 11 shows an embodiment of a cylindrical reinforcing bar support frame according to claim 4, and the cylindrical reinforcing bar support frame D shown in this embodiment is the reinforcing bar support frame as shown in FIG. 11. For example, four of B are joined at the side edges in the width direction so that each reinforcing bar support frame B1, B2, B3, B4 forms a rectangular cylinder suitable for, for example, a column, a beam, a girder, etc. To form. And each reinforcing bar frame B1 and B2, B2 and B3, B3 and B4, and B4 and B1 are connected to adjacent reinforcing bars 2 'for joining that correspond to the joining angles. The members B1 and B2, B2 and B3, B3 and B4, and B4 and B1 are arranged by inserting their end portions into auxiliary through-holes 3 'provided at the joint portions. Therefore, the end of the reinforcing bar is inserted into the reinforcing bar through hole 3 of the four reinforcing bar support frames B1, B2, B3, and B4 in the vertical direction and the reinforcing bar through hole 3 of the reinforcing bar support frames B and B in the horizontal direction. If the insertion operation is sequentially performed, the vertical reinforcing bar 2 and the horizontal reinforcing bar 2 are combined so as to cross each other, and even if a beginner performs the installation of the reinforcing bar on the cylindrical reinforcing bar support frame D, the through hole 3 In addition to the stable and reliable positioning and support of the reinforcing bars 2 by means of, it is also possible to easily place the reinforcing bars for joining at the joining corners, and the working speed in this case is also performed by the skilled worker Compared to the bar arrangement work, the data was almost doubled.
(Experiment 1)

実験用として木板で900mm角の平形の鉄筋支持枠体を形成して、その縦方向に相対する片に12mm径の孔を下端から20mmの高さに100mmの間隔で8個の孔と、横方向に相対する片には12mm径の孔を下端から33mmの高さに100mmの間隔で8個の孔をあけたものと、高さが20mmで長さが910mmの枕材2本と、高さが33mmで長さが910mmの枕材2本及び直径10mmで長さが910mmの鉄筋18本とを準備した。   For experiment, a 900 mm square flat reinforcing bar support frame is formed on a wooden plate, 12 mm diameter holes are formed in the longitudinally facing pieces, and 8 holes are formed at intervals of 100 mm at a height of 20 mm from the lower end. The piece facing the direction has a 12mm diameter hole with 8 holes at a height of 33mm from the lower end at 100mm intervals, two pillows with a height of 20mm and a length of 910mm, Two pillows having a length of 33 mm and a length of 910 mm and 18 reinforcing bars having a diameter of 10 mm and a length of 910 mm were prepared.

そして、鉄筋の据付をしたことがない初心者が高さが15mmで長さが910mmの枕材2本を縦方向に相対して置き、高さが33mmで長さが910mmの枕材2本を横方向に相対して置いて、上記2組の枕材に100mm間隔で鉄筋を置く位置の印をチョークで付け、先に縦方向の枕材の上に印に合わせて鉄筋9本を置き、次に、横方向の枕木の上に印に合わせて鉄筋9本を置いた後、縦鉄筋と横鉄筋が交叉する部分を細い針金で結束して交叉状態を保持する従来の鉄筋据付操作を数回繰り返し行った。その結果、最初は24分間を要したが、作業に慣れるに従って時間が短縮して、最後は20分でできた。 Then, a beginner who has never installed a reinforcing bar placed two pillows 15 mm high and 910 mm long in the vertical direction, and two pillows 33 mm high and 910 mm long. Place it in the horizontal direction, mark the position of the reinforcing bars at 100 mm intervals on the two sets of pillows with chalk, and place nine reinforcing bars on the vertical pillows according to the mark. then, after placing the nine rebar in accordance with the indicia on the lateral ties, the number of conventional rebar installation operation portions vertical reinforcing bars and horizontal reinforcing bars intersect in unity with thin wire holding cross state Repeated times. As a result, it took 24 minutes at first, but the time was shortened as I got used to the work, and the last was 20 minutes.

次に、同一人が上記平形の鉄筋支持枠体を据えて、鉄筋支持枠体の中に傾けて8本の鉄筋を支持させて置き、一方のものから順次に一端を孔へ挿し込んで、総ての鉄筋を挿し終わると鉄筋を引き戻して他端を孔へ差し込んで孔に両端を支持させ、次には、鉄筋支持枠体の中に孔に挿した鉄筋と直交するように8本の鉄筋を並べて置き、一方のものから順次に一端を孔へ挿し込み、総ての鉄筋を挿し終わると鉄筋を引き戻して他端を孔へ差し込んで孔に両端を支持させると、縦鉄筋も横鉄筋も孔による間隔を決めと支持を行われて外力が作用しても位置ずれなどを起こさない鉄筋の据付が1分20秒で終了して、所要時間は結束による鉄筋据付の1/15であった。   Next, the same person puts the above-mentioned flat reinforcing bar support frame, tilts it into the reinforcing bar support frame and supports eight reinforcing bars, inserts one end into the hole sequentially from one, When all the reinforcing bars have been inserted, the reinforcing bars are pulled back and the other end is inserted into the hole so that both ends are supported by the hole. Next, the eight reinforcing bars are orthogonal to the reinforcing bars inserted into the holes in the reinforcing bar support frame. Place the rebars side by side, insert one end into the hole sequentially from one, and when all the rebars have been inserted, pull the rebar back and insert the other end into the hole and support the both ends in the hole. The installation of the reinforcing bars that do not cause misalignment even when external force acts is determined and supported by the holes, and the installation time is 1 minute 20 seconds. The required time is 1/15 of the installation of reinforcing bars by binding. It was.

本発明は、鉄筋コンクリート用の鉄筋の的確な据付けを、未経験者が熟練した鉄筋技能士による従来法での据付よりも高能率で行うことが可能となる。   The present invention makes it possible to perform accurate installation of reinforcing bars for reinforced concrete with higher efficiency than installation by a conventional method by a rebar technician who is inexperienced.

筋据付用の鉄筋支持部材の一部分を示す斜視図。Perspective view of a portion of the reinforcing bar supporting members for rebars installation. 同上の鉄筋の通し孔の開け方を示す一部分の側面図。The partial side view which shows how to open the through-hole of a reinforcing bar same as the above. 同上を枠状に立て並べて鉄筋の据付を行った状態の平面図。The top view of the state which carried out the rebar installation in the frame shape same as the above. 筋据付用の鉄筋支持部材の一部分を示す斜視図。Perspective view of a portion of the reinforcing bar supporting members for rebars installation. 同上の複数を枠状に立て並べて鉄筋の据付を行った状態の説明図。Explanatory drawing of the state which installed the reinforcing bars in the frame shape. (a)(b)(c)(d)(e)は、鉄筋支持部材の断面形状の各例を示す端面図。(A) (b) (c) (d) (e) is an end view which shows each example of the cross-sectional shape of a reinforcing bar supporting member. (a)(b)は、鉄筋支持部の接合構造と、この構造で接合した状態を示す説明図。(A) (b) is explanatory drawing which shows the joining structure of a reinforcing bar support part, and the state joined by this structure. 接合構造の鉄筋の支持部材に縦鉄筋の継ぎ足し用の鉄筋支持部材を設けた場合の説明図。Explanatory drawing at the time of providing the reinforcing bar support member for the addition of a vertical reinforcing bar in the supporting member of the reinforcing bar of joining structure. 複数の鉄筋支持部を接合して形成した平面形の鉄筋支持枠体を示す平面図。The top view which shows the planar reinforcing bar support frame formed by joining several reinforcing bar support parts. 平面形の支持枠体の複数をL形等に接合して形成した鉄筋の複合支持枠体を示す斜視図。The perspective view which shows the composite support frame body of the reinforcing bar formed by joining two or more of the planar support frame bodies to L shape etc. FIG. 平面形の支持枠体の複数を筒形をなすように接合して形成した筒形の鉄筋支持枠体を示す斜視図。The perspective view which shows the cylindrical reinforcing bar support frame formed by joining a plurality of planar support frames so as to form a cylinder.

A 鉄筋支持部材
1 薄板材
2 鉄筋
3 鉄筋の通し孔
B 鉄筋支持枠体
C 鉄筋の複合支持枠体
D 鉄筋の筒形支持枠体
A Reinforcing bar support member
1 Thin plate material 2 Reinforcing bar 3 Reinforcing bar through hole B Reinforcing bar support frame C Reinforcing bar composite supporting frame D Reinforcing bar cylindrical support frame

Claims (4)

縦方向と横方向に配置される薄板の支持部材にそれぞれ鉄筋の通し孔を配筋間隔に合わせて所要数列設し、これら通し孔に鉄筋を通して支持する鉄筋の支持枠体であって、Reinforcing bar support frames for supporting the through-holes of the reinforcing bars through the reinforcing bars in the through-holes by arranging the required number of reinforcing-bar through holes in the thin plate supporting members arranged in the vertical direction and the horizontal direction, respectively.
上記縦方向と横方向の支持部材は同じ薄板材から成るとともに、互いに長さ方向の端部で接合して平形の枠体として形成され、上記鉄筋の通し孔は、上記縦方向と横方向の支持部材の巾方向の中心よりも一側へ偏るように設けられ、上記縦方向と横方向の支持部材はそれぞれその鉄筋の通し孔が反対側に偏るように配置されるとともに、上記縦方向と横方向の支持部材の鉄筋の通し孔に、それぞれ横方向と縦方向の鉄筋を交叉するように通して支持させたことを特徴とする鉄筋据付用の鉄筋支持枠体。  The supporting members in the vertical direction and the horizontal direction are made of the same thin plate material, and are joined to each other at the end portions in the length direction to form a flat frame, and the through holes of the reinforcing bars are formed in the vertical direction and the horizontal direction. The support members are arranged so as to be biased to one side from the center in the width direction of the support member, and the support members in the longitudinal direction and the lateral direction are arranged so that the through holes of the reinforcing bars are biased to the opposite side, and A reinforcing bar support frame for reinforcing bar installation, characterized in that the reinforcing bars in the horizontal direction and the longitudinal direction are passed through the reinforcing bar through holes of the horizontal support member so as to cross each other.
上記鉄筋の支持部材には、その巾方向の両側に補強縁が形成され、上記両補強縁の一端には接合片が連設され、他端には上記接合片が係合可能な挿入溝が形成されていることを特徴とする請求項1に記載の鉄筋据付用の鉄筋支持枠体。Reinforcing bars are formed on both sides in the width direction of the support member of the reinforcing bar, a joining piece is continuously provided at one end of the both reinforcing edges, and an insertion groove into which the joining piece can be engaged is provided at the other end. The reinforcing bar support frame for reinforcing bar installation according to claim 1, wherein the reinforcing bar support frame is formed. 請求項1又は2に記載の鉄筋支持枠体の複数を、所定の角度で交叉するように巾方向の側縁で接合して、この接合部に交叉角度に合せた形状の接合鉄筋を、接合されて隣り合う鉄筋支持部材に設けられた補助の鉄筋の通し孔に支持させて配置したことを特徴とする、鉄筋据付用の複合鉄筋支持枠体。 A plurality of reinforcing bar support frames according to claim 1 or 2 are joined at a side edge in the width direction so as to cross at a predetermined angle, and a joining reinforcing bar having a shape matched to the crossing angle is joined to the joint. It is so supported on the through hole of the auxiliary rebar provided rebar support member adjacent to and characterized in that arranged, composite rebar support frame for rebar installation. 請求項1又は2に記載の鉄筋支持枠体の複数を、筒形をなすように巾方向の側縁で接合して、各接合部に接合角度に合せた形状の接合鉄筋を、接合されて隣り合う鉄筋支持部材に設けられた補助の鉄筋の通し孔に支持させて配置したことを特徴とする、鉄筋据付用の複合鉄筋支持枠体。 A plurality of rebar support frame according to claim 1 or 2, joined in the width direction of the side edges to form a cylindrical, a joint rebar shape tailored to joining angles to each joint, it is joined A composite reinforcing bar supporting frame for reinforcing bar installation, characterized in that it is arranged to be supported by a through hole of an auxiliary reinforcing bar provided in an adjacent reinforcing bar supporting member.
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