JP6362141B2 - Reinforcing bar reinforced frame, hoop, and reinforcing bar - Google Patents

Reinforcing bar reinforced frame, hoop, and reinforcing bar Download PDF

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JP6362141B2
JP6362141B2 JP2014267083A JP2014267083A JP6362141B2 JP 6362141 B2 JP6362141 B2 JP 6362141B2 JP 2014267083 A JP2014267083 A JP 2014267083A JP 2014267083 A JP2014267083 A JP 2014267083A JP 6362141 B2 JP6362141 B2 JP 6362141B2
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義信 林
義信 林
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本発明は、例えばコンクリート杭に用いられる鉄筋籠用の補強枠、フープ筋、およびそれらを用いた鉄筋籠に関する。   The present invention relates to a reinforcing bar for reinforcing bar used in, for example, a concrete pile, a hoop bar, and a reinforcing bar bar using them.

従前より、例えばコンクリート杭に用いられる鉄筋籠が開発されている(一例として、特許文献1)。   Conventionally, for example, a steel bar used for a concrete pile has been developed (for example, Patent Document 1).

鉄筋籠は、一般に、長手方向に延びる棒状材料である複数本の主筋と、これら主筋を円形に並べて固定するための円形状のフープ筋と、フープ筋と同様、円形状に配置された主筋を外側から囲む補強枠とで構成されており、主筋とフープ筋、および、主筋と補強枠を所定の位置において溶接等の手段を用いて互いに固定することにより製作されている。   In general, a reinforcing bar rod consists of a plurality of main bars, which are rod-shaped materials extending in the longitudinal direction, a circular hoop bar for fixing the main bars in a circular shape, and a main bar arranged in a circular shape like the hoop bar. The main frame and the hoop line, and the main bar and the reinforcing frame are fixed to each other using a means such as welding at a predetermined position.

従来の鉄筋籠の一般的な製作方法によれば、組立用の治具を用いて、フープ筋や補強枠の内周に複数本の主筋を仮配置し、然る後、主筋とフープ筋、および、主筋と補強枠を溶接等の手段を用いて互いに固定することによって鉄筋籠を完成させる。そして、図7に示すように、完成した鉄筋籠200はコンクリート杭を設置するための穴Hにクレーン等を用いて据え付けられる。   According to a conventional method for manufacturing a reinforcing bar rod, a plurality of main bars are temporarily arranged on the inner periphery of a hoop bar or a reinforcing frame using an assembly jig, and then the main bar and the hoop bar, Then, the main bar and the reinforcing frame are fixed to each other by means of welding or the like, thereby completing the reinforcing bar rod. And as shown in FIG. 7, the completed reinforcing bar 200 is installed in the hole H for installing a concrete pile using a crane etc. As shown in FIG.

もちろん、上記の製作方法の他、例えば、直径が比較的大きな鉄筋籠202を組み立てる場合、図8に示すように、予め形成された穴Hの底に作業者が入り、当該穴H内で複数本の主筋210を立てるともに、足場を組み上げていきながら、フープ筋212や補強枠214を配置して、適宜、主筋に固定していく場合もある。   Of course, in addition to the above-described manufacturing method, for example, when assembling the reinforcing bar rod 202 having a relatively large diameter, an operator enters the bottom of the hole H formed in advance as shown in FIG. While raising the main bar 210 of the book and assembling the scaffold, the hoop bar 212 and the reinforcing frame 214 may be arranged and fixed to the main bar as appropriate.

特開2009−203622号公報JP 2009-203622 A

しかしながら、従来の製作方法のように、組立用の治具を用いてフープ筋や補強枠の内周に複数の主筋を仮配置する場合、鉄筋籠自身の重量のため、鉄筋籠を完成させた後に治具を取り外すのが困難であるという問題があった。   However, when a plurality of main bars are temporarily arranged on the inner periphery of the hoop bars and the reinforcing frame using an assembly jig as in the conventional manufacturing method, the reinforcing bar rod is completed due to the weight of the reinforcing bar rod itself. There was a problem that it was difficult to remove the jig later.

また、作業者が穴の底に入って作業をするような場合、フープ筋や補強枠を組み上げていくにしたがって足場を組み上げていく手間が必要になることから、工期の長期化や工費の増大につながるという問題があった。   In addition, when an operator enters the bottom of a hole and works, it takes time to assemble a scaffold as the hoop muscles and reinforcement frame are assembled. There was a problem that led to.

本発明は、かかる問題を解決するためになされたものであり、その目的は、治具等を取り外す作業や足場を組み上げる作業の量を軽減することによって製作が容易であり、かつ、高い精度で鉄筋籠を製作することができる鉄筋籠用の補強枠、フープ筋、およびそれらを用いた鉄筋籠を提供することにある。   The present invention has been made to solve such a problem, and the purpose thereof is easy to manufacture by reducing the amount of work for removing a jig or the like and for assembling a scaffold, and with high accuracy. An object of the present invention is to provide a reinforcing frame for a reinforcing bar rod, a hoop bar, and a reinforcing bar rod using them.

この発明のある局面に従うと、
環状の本体部材と、
主筋を所定の位置に保持するために前記本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用の補強枠であって、
前記本体部材の下半分に設けられた前記主筋保持部材の形状は、直線状である鉄筋籠用の補強枠が提供される。
また、この発明の別の局面に従うと、
環状の本体部材と、
主筋を所定の位置に保持するために前記本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用の補強枠であって、
前記本体部材の内側に配置された環状の第2本体部材と、
前記第2本体部材に突設された複数の第2主筋保持部材と、
前記本体部材および前記第2本体部材を互いに固定する固定部材とを更に有している鉄筋籠用の補強枠が提供される。
According to one aspect of the invention,
An annular body member;
A reinforcing frame for reinforcing bar rods having a plurality of main bar holding members protruding from the main body member in order to hold the main bar in a predetermined position ,
The main bar holding member provided in the lower half of the main body member is provided with a reinforcing frame for reinforcing bar that has a linear shape .
According to another aspect of the invention,
An annular body member;
A reinforcing frame for reinforcing bar rods having a plurality of main bar holding members protruding from the main body member in order to hold the main bar in a predetermined position,
An annular second body member disposed inside the body member;
A plurality of second main muscle holding members protruding from the second body member;
There is provided a reinforcing frame for reinforcing bar which further includes a fixing member for fixing the main body member and the second main body member to each other.

好適には、主筋保持部材は本体部材の内側に向けて突設される。   Preferably, the main bar holding member protrudes toward the inside of the main body member.

好適には、主筋保持部材は本体部材の外側に向けて突設される。   Preferably, the main muscle holding member projects toward the outside of the main body member.

また、この発明の別の局面に従うと、
環状のフープ筋本体部材と、
主筋を所定の位置に保持するために前記フープ筋本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用のフープ筋であって、
前記フープ筋本体部材の下半分に設けられた前記主筋保持部材の形状は、直線状であるフープ筋が提供される。
According to another aspect of the invention,
An annular hoop muscle body member;
A hoop bar for a reinforcing bar rod having a plurality of main bar holding members projecting from the hoop bar body member for holding the main bar in a predetermined position ,
The main hoop holding member provided in the lower half of the hoop muscle main body member is provided with a hoop muscle having a linear shape .

さらに、この発明の別の局面に従うと、
環状のフープ筋本体部材と、
主筋を所定の位置に保持するために前記フープ筋本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用のフープ筋であって、
前記フープ筋本体部材の内側に配置された環状の第2フープ筋本体部材と、
前記第2フープ筋本体部材に突設された複数の第2主筋保持部材と、
前記フープ筋本体部材および前記第2フープ筋本体部材を互いに固定する固定部材とを更に有しているフープ筋が提供される。
Furthermore, according to another aspect of the invention,
An annular hoop muscle body member;
A hoop bar for a reinforcing bar rod having a plurality of main bar holding members projecting from the hoop bar body member for holding the main bar in a predetermined position,
An annular second hoop muscle body member disposed inside the hoop muscle body member;
A plurality of second main muscle holding members projecting from the second hoop muscle main body member;
A hoop muscle further comprising a fixing member for fixing the hoop muscle main body member and the second hoop muscle main body member to each other is provided.

また、この発明の別の局面に従うと、
複数の主筋と、
上述した補強枠とを備える鉄筋籠が提供される。
According to another aspect of the invention,
Multiple main muscles,
A reinforcing bar rod including the above-described reinforcing frame is provided.

この発明のさらに別の局面に従うと、
複数の主筋と、
上述したフープ筋とを備える鉄筋籠が提供される。
According to yet another aspect of the invention,
Multiple main muscles,
There is provided a reinforcing bar rod provided with the hoop bar described above.

この発明によれば、複数の主筋を補強枠あるいはフープ筋に固定して鉄筋籠を組み立てる際、補強枠あるいはフープ筋に設けられた主筋保持部材が所定の位置に主筋を保持することにより、組立用の治具を用いることなく、高い精度で鉄筋籠を組み立てることができる鉄筋籠用の補強枠、フープ筋およびそれらを用いた鉄筋籠を提供することができた。   According to the present invention, when assembling the reinforcing bar rod with the plurality of main bars fixed to the reinforcing frame or the hoop bar, the main bar holding member provided on the reinforcing frame or the hoop bar holds the main bar in a predetermined position. It was possible to provide a reinforcing frame for a reinforcing bar rod, a hoop bar, and a reinforcing bar rod using them, which can assemble the reinforcing bar rod with high accuracy without using a jig for the above.

本実施例にかかる二重の鉄筋籠100の全体を示す図である。It is a figure which shows the whole of the double reinforcing bar rod 100 concerning a present Example. 図1におけるA−A矢視断面を示す図である。It is a figure which shows the AA arrow cross section in FIG. 本実施例にかかる鉄筋籠100の補強枠130を示す図である。It is a figure which shows the reinforcement frame 130 of the reinforcing bar rod 100 concerning a present Example. 図1におけるB−B矢視断面を示す図である。It is a figure which shows the BB arrow cross section in FIG. 固定金物150を示す図である。It is a figure which shows the fixed metal fitting. 本実施例にかかる二重の鉄筋籠100の据え付けについて説明する図である。It is a figure explaining installation of the double rebar rod 100 concerning a present Example. 従来の鉄筋籠200の据え付けについて説明する図である。It is a figure explaining the installation of the conventional reinforcing bar rod 200. 従来の鉄筋籠202の組み立てについて説明する図である。It is a figure explaining the assembly of the conventional reinforcing bar rod 202.

以下、図面を参照しつつ、本発明の実施の形態について説明する。以下の説明では、同一の部品には同一の符号を付してある。それらの名称および機能も同じである。したがって、それらについての詳細な説明は繰り返さない。また、各符号に関し、各部位を上位概念で示す場合にはアルファベットの枝番をつけずアラビア数字のみで示し、各部位を区別する必要がある場合(すなわち下位概念で示す場合)にはアルファベット大文字の枝番をアラビア数字に付して区別する。
<鉄筋籠の構成>
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the following description, the same parts are denoted by the same reference numerals. Their names and functions are also the same. Therefore, detailed description thereof will not be repeated. In addition, regarding each code, when each part is indicated by a superordinate concept, it is indicated by only Arabic numerals without an alphabet branch number, and when it is necessary to distinguish each part (ie, when it is indicated by a subordinate concept) The branch numbers are distinguished by adding Arabic numerals.
<Structure of reinforcing bar>

図1および図2を参照して、本実施の形態にかかる鉄筋籠100の全体構成について説明する。本実施例の鉄筋籠100は、二重籠構造となっており、大略、外側主筋110と、内側主筋120と、補強枠130と、フープ筋140と、必要に応じて使用される固定金物150とを備えている。   With reference to FIG. 1 and FIG. 2, the whole structure of the reinforcing bar rod 100 concerning this Embodiment is demonstrated. The reinforcing bar rod 100 of the present embodiment has a double rod structure, which is roughly an outer main bar 110, an inner main bar 120, a reinforcing frame 130, a hoop bar 140, and a fixed hardware 150 used as necessary. And.

鉄筋籠100は、高層建築物や橋梁を支えるコンクリート杭のせん断補強用に用いられる構造体である。鉄筋籠100を地面に穿設した穴に設置した後、当該鉄筋籠100の周囲に型枠等を組み、型枠内にコンクリートを流し込む(打設する)ことによってコンクリート杭が完成する。   The reinforcing bar 100 is a structure used for shear reinforcement of a concrete pile supporting a high-rise building or a bridge. After the reinforcing bar 100 is installed in a hole drilled in the ground, a concrete pile is completed by assembling a mold or the like around the reinforcing bar 100 and pouring (casting) concrete into the mold.

外側主筋110は、コンクリート杭に加えられる引張力を主に負担する鉄筋である。本実施の形態では、丸形状の断面を有する長尺の鉄筋が外側主筋110として使用されている(もちろん、外側主筋110の形状はこれに限定されるものではない。)。複数の外側主筋110は、互いの長手方向が略平行で、かつ、当該長手方向に直交する断面において、ある点Cを中心とした仮想円VC1上に配置されている。これにより、複数の外側主筋110で略円筒形状の構造体が構成されている。なお、複数の外側主筋110で構成される構造体の形状は略円筒形状に限定されるものではなく、略角筒形状やその他の形状であってもよい。   The outer main reinforcement 110 is a reinforcing bar that mainly bears the tensile force applied to the concrete pile. In the present embodiment, a long reinforcing bar having a round cross section is used as the outer main reinforcing bar 110 (of course, the shape of the outer main reinforcing bar 110 is not limited to this). The plurality of outer principal bars 110 are arranged on a virtual circle VC1 centered on a certain point C in a cross section whose longitudinal directions are substantially parallel to each other and orthogonal to the longitudinal direction. Thus, a substantially cylindrical structure is configured by the plurality of outer principal bars 110. In addition, the shape of the structure formed by the plurality of outer principal bars 110 is not limited to a substantially cylindrical shape, and may be a substantially rectangular tube shape or other shapes.

内側主筋120は、基本的に外側主筋110と同様の鉄筋である。外側主筋110が配置される仮想円VC1と同心かつ当該仮想円VC1よりも小径の内側仮想円VC2上に複数の内側主筋120が配置されている。これにより、複数の内側主筋120で略円筒状の構造体が構成されている。なお、外側主筋110の場合と同じく、複数の内側主筋120で構成される構造体の形状は略円筒形状に限定されるものではなく、略角筒状やその他の形状であってもよい。また、外側主筋110と内側主筋120の構造体の形状が異なっていてもよい。   The inner main bar 120 is basically the same reinforcing bar as the outer main bar 110. A plurality of inner main bars 120 are arranged on an inner virtual circle VC2 that is concentric with the virtual circle VC1 in which the outer main bar 110 is arranged and has a smaller diameter than the virtual circle VC1. Thereby, a substantially cylindrical structure is configured by the plurality of inner main bars 120. As in the case of the outer main reinforcement 110, the shape of the structure formed by the plurality of inner main reinforcements 120 is not limited to a substantially cylindrical shape, and may be a substantially rectangular tube shape or other shapes. Moreover, the shape of the structure of the outer principal muscle 110 and the inner principal muscle 120 may be different.

補強枠130は、図3に示すように、本体部材132と、第2本体部材134と、固定部材135と、主筋保持部材136と、第2主筋保持部材138とを備えている。なお、補強枠130の数は、使用される外側主筋110および内側主筋120の長さに応じて決定される(図1の例では3つの補強枠130が使用されている。)。鉄筋籠100の強度の関係から、互いに隣接する補強枠130同士の間隔は3m以内であることが好ましい。   As shown in FIG. 3, the reinforcing frame 130 includes a main body member 132, a second main body member 134, a fixing member 135, a main bar holding member 136, and a second main bar holding member 138. The number of reinforcing frames 130 is determined according to the lengths of the outer main bars 110 and the inner main bars 120 used (three reinforcing frames 130 are used in the example of FIG. 1). In view of the strength of the reinforcing bar 100, the interval between the reinforcing frames 130 adjacent to each other is preferably within 3 m.

本体部材132は、複数の外側主筋110で構成された略円筒形状の構造体の側周を囲む帯状の部材であり、所定の曲率で曲げられることによって略円状に形成されている。外側主筋110や内側主筋120の配置と同様に、本体部材132の外観形状は略円状に限定されるものではなく、外側主筋110や内側主筋120の配置に合わせて略角状やその他の形状であってもよく、「環状」であればよい。つまり、本明細書全体を通して「環状」とは、略円形状だけに限らず、略角形状等も含む概念である。さらに、「環状」とは、図示するように部材の両端が互いに接続されている場合に限定されず、両端が互いに離間した状態になっている場合も含む概念である。   The main body member 132 is a belt-like member surrounding the side periphery of a substantially cylindrical structure composed of a plurality of outer principal bars 110, and is formed in a substantially circular shape by being bent with a predetermined curvature. Similar to the arrangement of the outer main bar 110 and the inner main bar 120, the appearance shape of the main body member 132 is not limited to a substantially circular shape, and is substantially square or other shapes according to the arrangement of the outer main bar 110 or the inner main bar 120. It may be “annular”. That is, throughout the present specification, “annular” is a concept that includes not only a substantially circular shape but also a substantially square shape. Further, the term “annular” is not limited to the case where both ends of the member are connected to each other as shown in the figure, and is a concept including the case where both ends are separated from each other.

また、第2本体部材134は、複数の内側主筋120で構成された略円筒形状の構造体の側周を囲む帯状の部材であり、本体部材132よりも大きい所定の曲率で曲げられることによって略円状に形成され、本体部材132の内側に配置されている。   The second main body member 134 is a band-shaped member that surrounds the side periphery of the substantially cylindrical structure formed by the plurality of inner main bars 120 and is substantially bent by being bent with a predetermined curvature larger than that of the main body member 132. It is formed in a circular shape and is disposed inside the main body member 132.

固定部材135は、本体部材132と第2本体部材134とを互いに固定する部材である。具体的には、固定部材135の一端が本体部材132の内側に接続固定されており、固定部材135の他端が第2本体部材134の外側に接続固定されている。なお、本実施例では、4つの固定部材135が使用されており、これら固定部材135により、第2本体部材134が、本体部材132と同心、かつ、本体部材132の周縁を含む仮想平面と同じ平面上に当該第2本体部材134の周縁が含まれる位置に配設されている。むろん、固定部材135の構造はこれに限定されるものではなく、本体部材132と第2本体部材134とを主筋110,120の長手方向にずらして互いに固定することで、主筋110,120を主筋保持部材136,138に配設する作業性を向上させることもできる。   The fixing member 135 is a member that fixes the main body member 132 and the second main body member 134 to each other. Specifically, one end of the fixing member 135 is connected and fixed inside the main body member 132, and the other end of the fixing member 135 is connected and fixed outside the second main body member 134. In the present embodiment, four fixing members 135 are used, and by these fixing members 135, the second main body member 134 is concentric with the main body member 132 and is the same as a virtual plane including the periphery of the main body member 132. The second main body member 134 is disposed at a position including the periphery of the second main body member 134 on the plane. Of course, the structure of the fixing member 135 is not limited to this, and the main muscles 110 and 120 are fixed to each other by shifting the main body member 132 and the second main body member 134 in the longitudinal direction of the main bars 110 and 120 and fixing them together. The workability provided on the holding members 136 and 138 can also be improved.

主筋保持部材136は、外側主筋110を所定の位置に保持する部材であり、本体部材132の内側に向けて突設されている。主筋保持部材136は、1つの本体部材132に対して外側主筋110の数だけ取り付けられている。   The main bar holding member 136 is a member that holds the outer main bar 110 in a predetermined position, and protrudes toward the inner side of the main body member 132. The main reinforcement holding members 136 are attached to one main body member 132 by the number of the outer main reinforcements 110.

ところで、後述するように、補強枠130は、鉄筋籠100を組み立てる際に地面から略垂直に立てて使用されることから、本体部材132は、上側端132Aおよび下側端132Bを有している。つまり、補強枠130を地面に立てたとき、地面側に来る位置が下側端132Bであり、これと正対する位置が上側端132Aとなる。   By the way, as will be described later, since the reinforcing frame 130 is used standing upright from the ground when assembling the reinforcing bar 100, the main body member 132 has an upper end 132A and a lower end 132B. . That is, when the reinforcing frame 130 is erected on the ground, the position on the ground side is the lower end 132B, and the position facing this is the upper end 132A.

複数の主筋保持部材136の形状は、それらが取り付けられる本体部材132の位置に応じて2種類に分けられる。本体部材132の下半分(つまり、立てた状態の本体部材132の中心Cを通る仮想水平線VHで分けたときに下側端132Bを含む下半分)から突設される主筋保持部材136Bは、略直線状に形成されており、その一端が上述のように本体部材132の内側に接続され、かつ、他端が仮想円VC1の中心Cに向けて延びるように配設されている。   The shapes of the plurality of main bar holding members 136 are classified into two types depending on the position of the main body member 132 to which they are attached. The main bar holding member 136B protruding from the lower half of the main body member 132 (that is, the lower half including the lower end 132B when divided by a virtual horizontal line VH passing through the center C of the main body member 132 in an upright state) is substantially It is formed in a straight line, and one end thereof is connected to the inside of the main body member 132 as described above, and the other end is disposed so as to extend toward the center C of the virtual circle VC1.

また、本体部材132の上半分(つまり、立てた状態の本体部材132の中心Cを通る仮想水平線VHで分けたときに上側端132Aを含む上半分)から突設される主筋保持部材136Aは、略直線状に形成された第1部材162と、当該第1部材162の一端から第1部材162とは略直交する方向に延びる第2部材164とを有している。また、第1部材162の他端は本体部材132の内側に接続されているとともに、第1部材162の一端は仮想円VC1の中心Cに向けて延びるように配設されている。したがって、第2部材164は、本体部材132および外側主筋110の配置基準となる仮想円VC1の接線VT1と略平行に延びるように配設されることになる。   Further, the main bar holding member 136A protruding from the upper half of the main body member 132 (that is, the upper half including the upper end 132A when divided by the virtual horizontal line VH passing through the center C of the main body member 132 in the standing state) It has the 1st member 162 formed in the substantially linear form, and the 2nd member 164 extended in the direction substantially orthogonal to the 1st member 162 from the end of the said 1st member 162 concerned. The other end of the first member 162 is connected to the inside of the main body member 132, and one end of the first member 162 is disposed so as to extend toward the center C of the virtual circle VC1. Therefore, the second member 164 is disposed so as to extend substantially in parallel with the tangent VT1 of the virtual circle VC1 that is the arrangement reference of the main body member 132 and the outer principal muscle 110.

このように、本体部材132に取り付ける位置によって主筋保持部材136の形状を使い分けることにより、鉄筋籠100を組み立てる際、外側主筋110を適確かつ簡単に所望の位置に配置することができる。   As described above, by properly using the shape of the main bar holding member 136 depending on the position where it is attached to the main body member 132, the outer main bar 110 can be accurately and easily placed at a desired position when the reinforcing bar rod 100 is assembled.

すなわち、本体部材132の下半分に配置される外側主筋110の場合、本体部材132の内面と各主筋保持部材136Bとで形成される上側の隅部166に当該外側主筋110を配置することにより、外側主筋110は、本体部材132の内面と主筋保持部材136Bとで保持される。つまり、主筋保持部材136Bは、外側主筋110を配設する位置よりもやや下側における本体部材132の内面から突設させる必要がある。   That is, in the case of the outer main reinforcement 110 arranged in the lower half of the main body member 132, by arranging the outer main reinforcement 110 at the upper corner 166 formed by the inner surface of the main body member 132 and each main reinforcement holding member 136B, The outer main bar 110 is held by the inner surface of the main body member 132 and the main bar holding member 136B. That is, the main bar holding member 136B needs to protrude from the inner surface of the main body member 132 slightly below the position where the outer main bar 110 is disposed.

また、本体部材132の上半分に配置される外側主筋110の場合、主筋保持部材136Aの第1部材162と第2部材164とで形成される鈎状部168に当該外側主筋110を配置することにより、外側主筋110は、主筋保持部材136Aに保持される。つまり、主筋保持部材136は、外側主筋110を配設する位置よりもやや下側における本体部材132の内面から突設させる必要がある。   Further, in the case of the outer main reinforcement 110 arranged in the upper half of the main body member 132, the outer main reinforcement 110 is arranged on the hook-shaped portion 168 formed by the first member 162 and the second member 164 of the main reinforcement holding member 136A. Thus, the outer main muscle 110 is held by the main bar holding member 136A. That is, the main bar holding member 136 needs to protrude from the inner surface of the main body member 132 slightly below the position where the outer main bar 110 is disposed.

第2主筋保持部材138は、内側主筋120を所定の位置に保持する部材であり、第2本体部材134の内側から突設されている。第2主筋保持部材138は、1つの第2本体部材134に対して内側主筋120の数だけ取り付けられている。   The second main bar holding member 138 is a member that holds the inner main bar 120 in a predetermined position, and protrudes from the inner side of the second main body member 134. The second main bar holding members 138 are attached to one second main body member 134 by the number of inner main bars 120.

本体部材132と同様、第2本体部材134も、上側端134Aおよび下側端134Bを有している。つまり、補強枠130を地面に立てたとき、地面側に来る位置が下側端134Bであり、これと正対する位置が上側端134Aとなる。   Similar to the main body member 132, the second main body member 134 also has an upper end 134A and a lower end 134B. That is, when the reinforcing frame 130 is erected on the ground, the position on the ground side is the lower end 134B, and the position facing this is the upper end 134A.

複数の第2主筋保持部材138の形状は、上述した主筋保持部材136と基本的に同じであり、それらが取り付けられる第2本体部材134の位置に応じて2種類に分けられる。第2本体部材134の下半分(つまり、立てた状態の第2本体部材134の中心Cを通る仮想水平線VHで分けたときに下側端134Bを含む下半分)から突設される第2主筋保持部材138Bは、略直線状に形成されており、その一端が第2本体部材134の内側に接続され、かつ、他端が仮想円VC2の中心Cに向けて延びるように配設されている。   The shape of the plurality of second main bar holding members 138 is basically the same as that of the main bar holding member 136 described above, and is divided into two types according to the position of the second main body member 134 to which they are attached. The second main reinforcement projecting from the lower half of the second main body member 134 (that is, the lower half including the lower end 134B when divided by a virtual horizontal line VH passing through the center C of the second main body member 134 in the standing state) The holding member 138B is formed in a substantially linear shape, and is disposed so that one end thereof is connected to the inside of the second main body member 134 and the other end extends toward the center C of the virtual circle VC2. .

また、第2本体部材134の上半分(つまり、立てた状態の第2本体部材134の中心Cを通る仮想水平線VHで分けたときに上側端134Aを含む上半分)から突設される第2主筋保持部材138Aは、略直線状に形成された第1部材172と、当該第1部材172の一端から第1部材172とは略直交する方向に延びる第2部材174とを有している。また、第1部材172の他端は第2本体部材134の内側に接続され、かつ、第1部材172の一端が仮想円VC2の中心に向けて延びるように配設されている。したがって、第2部材174は、第2本体部材134および内側主筋120の配置基準となる仮想円VC2の接線VT2と平行に延びるように配設されることになる。   Further, the second main body member 134 protrudes from the upper half (that is, the upper half including the upper end 134A when divided by the virtual horizontal line VH passing through the center C of the second main body member 134 in the standing state). The main bar holding member 138A includes a first member 172 formed in a substantially linear shape, and a second member 174 extending from one end of the first member 172 in a direction substantially orthogonal to the first member 172. The other end of the first member 172 is connected to the inside of the second main body member 134, and one end of the first member 172 is disposed so as to extend toward the center of the virtual circle VC2. Therefore, the second member 174 is disposed so as to extend in parallel with the tangent line VT2 of the virtual circle VC2 serving as a placement reference for the second main body member 134 and the inner main muscle 120.

このように、第2本体部材134に取り付ける位置によって第2主筋保持部材138の形状を使い分けることにより、鉄筋籠100を組み立てる際、内側主筋120を適確かつ簡単に所望の位置に配置することができる。   As described above, by properly using the shape of the second main bar holding member 138 depending on the position to be attached to the second main body member 134, the inner main bar 120 can be accurately and easily arranged at a desired position when the reinforcing bar rod 100 is assembled. it can.

すなわち、第2本体部材134の下半分に配置される内側主筋120の場合、第2本体部材134の内面と各第2主筋保持部材138Bとで形成される上側の隅部176に当該内側主筋120を配置することにより、内側主筋120は、第2本体部材134の内面と第2主筋保持部材138Bとで保持される。つまり、第2主筋保持部材138Bは、内側主筋120を配設する位置よりもやや下側における第2本体部材134の内側から突設させる必要がある。   That is, in the case of the inner main bar 120 arranged in the lower half of the second main body member 134, the inner main bar 120 is formed at the upper corner 176 formed by the inner surface of the second main body member 134 and each second main bar holding member 138B. The inner main bar 120 is held by the inner surface of the second main body member 134 and the second main bar holding member 138B. That is, the second main bar holding member 138B needs to protrude from the inside of the second main body member 134 slightly below the position where the inner main bar 120 is disposed.

また、第2本体部材134の上半分に配置される内側主筋120の場合、第2主筋保持部材138Aの第1部材172と第2部材174とで形成される鈎状部178に当該内側主筋120を配置することにより、内側主筋120は、第2主筋保持部材138Aに保持される。つまり、第2主筋保持部材138Aは、内側主筋120を配設する位置よりもやや下側における第2本体部材134の内面から突設させる必要がある。   Further, in the case of the inner main muscle 120 arranged in the upper half of the second main body member 134, the inner main muscle 120 is formed on the hook-shaped portion 178 formed by the first member 172 and the second member 174 of the second main muscle holding member 138 </ b> A. The inner main muscle 120 is held by the second main bar holding member 138A. That is, the second main bar holding member 138A needs to protrude from the inner surface of the second main body member 134 slightly below the position where the inner main bar 120 is disposed.

フープ筋140は、図4に示すように、第1フープ筋142と第2フープ筋144とを有している。第1フープ筋142は、複数の外側主筋110で構成された略円筒形状の構造体の側周における補強枠130同士の間に巻回された、外側主筋110よりも細径の鉄筋である。第1フープ筋142と複数の外側主筋110とは、各外側主筋110と第1フープ筋142とが近接する位置において互いに固定されている。   As shown in FIG. 4, the hoop muscle 140 has a first hoop muscle 142 and a second hoop muscle 144. The first hoop bar 142 is a reinforcing bar having a diameter smaller than that of the outer main bar 110 wound between the reinforcing frames 130 on the side periphery of the substantially cylindrical structure formed by the plurality of outer main bars 110. The first hoop muscle 142 and the plurality of outer principal muscles 110 are fixed to each other at a position where each outer principal muscle 110 and the first hoop muscle 142 are close to each other.

第2フープ筋144は、複数の内側主筋120で構成された略円筒形状の構造体の側周における第2本体部材134同士の間に巻回された、内側主筋120よりも細径の鉄筋である。第2フープ筋144と複数の内側主筋120とは、各内側主筋120と第2フープ筋144とが近接する位置において互いに固定されている。   The second hoop bar 144 is a reinforcing bar having a diameter smaller than that of the inner main bar 120 wound between the second main body members 134 on the side periphery of the substantially cylindrical structure formed by the plurality of inner main bars 120. is there. The second hoop muscle 144 and the plurality of inner main muscles 120 are fixed to each other at a position where each inner main muscle 120 and the second hoop muscle 144 are close to each other.

固定金物150は、外側主筋110と本体部材132(図5を参照。なお、説明の便宜のため、固定金物150は図5にのみ描かれており、他の図では省略されている。)、および、内側主筋120と第2本体部材134を互いに固定するための使用される金物である。本実施例では、外側主筋110の固定と、内側主筋120の固定とに同じ種類の固定金物150が使用されているが、これに代えて、互いに異なる種類の固定金物150を使用してもよい。また、固定金物150を使用せず、外側主筋110と本体部材132、および、内側主筋120と第2本体部材134を溶接等の他の手段を用いて互いに固定してもよい。   The fixed hardware 150 includes an outer main bar 110 and a main body member 132 (see FIG. 5. For convenience of explanation, the fixed hardware 150 is illustrated only in FIG. 5 and is omitted in other drawings). And, it is a hardware used for fixing the inner main bar 120 and the second main body member 134 to each other. In the present embodiment, the same type of fixed hardware 150 is used for fixing the outer main muscle 110 and the inner main muscle 120, but instead, different types of fixed hardware 150 may be used. . Alternatively, the outer main bar 110 and the main body member 132, and the inner main bar 120 and the second main body member 134 may be fixed to each other using other means such as welding without using the fixed hardware 150.

また、第1フープ筋142と外側主筋110、および、第2フープ筋144と内側主筋120とを互いに固定する手法についても同様であり、固定金物150を使用してもよいし、他の種類の固定金物や溶接等の他の手段を用いてもよい。   The same applies to the method of fixing the first hoop muscle 142 and the outer main muscle 110 and the second hoop muscle 144 and the inner main muscle 120 to each other, and the fixed hardware 150 may be used, or other types. Other means such as fixed hardware and welding may be used.

<本実施例に係る二重の鉄筋籠の製作方法>
次に、本実施例に係る二重の鉄筋籠100の製作方法について説明する。最初に、複数の補強枠130を所定の間隔で地面に対して立てた状態で配置する。このとき、補強枠130における本体部材132の下側端132B、および、第2本体部材134の下側端134Bを下側にして立てられている。
<Manufacturing method of double rebar bar according to this embodiment>
Next, a method for manufacturing the double reinforcing bar 100 according to the present embodiment will be described. First, the plurality of reinforcing frames 130 are arranged in a state where they are raised with respect to the ground at predetermined intervals. At this time, the reinforcing frame 130 is erected with the lower end 132B of the main body member 132 and the lower end 134B of the second main body member 134 facing downward.

然る後、外側主筋110および内側主筋120を補強枠130の所定位置に配置していく。具体的に説明すると、外側主筋110は、その先端が本体部材132と第2本体部材134との間を貫通するようにして各補強枠130間に架け渡された後、隅部166あるいは鈎状部168にそれぞれ配置される。また、内側主筋120は、必要な本数をまとめて第2本体部材134の内側を貫通するようにして各補強枠130間に架け渡された後、1本ずつ、隅部176あるいは鈎状部178に配置される。   Thereafter, the outer main bar 110 and the inner main bar 120 are arranged at predetermined positions on the reinforcing frame 130. More specifically, the outer main reinforcing bar 110 is bridged between the reinforcing frames 130 so that the distal end penetrates between the main body member 132 and the second main body member 134, and then the corner portion 166 or the saddle shape. The parts 168 are arranged respectively. Further, after the inner main bars 120 are spanned between the reinforcing frames 130 so as to penetrate the inside of the second main body member 134 in a necessary number, the corners 176 or the hook-shaped portions 178 are placed one by one. Placed in.

外側主筋110および内側主筋120を補強枠130の所定位置に配置した後、固定金物150を用いて、外側主筋110および内側主筋120を補強枠130(より正確には、本体部材132および第2本体部材134)に対して固定する。   After the outer main bar 110 and the inner main bar 120 are arranged at predetermined positions on the reinforcing frame 130, the outer main bar 110 and the inner main bar 120 are connected to the reinforcing frame 130 (more precisely, the main body member 132 and the second main body using the fixed hardware 150. It fixes to member 134).

これとともに、必要に応じて、フープ筋140(第1フープ筋142および第2フープ筋144)を外側主筋110および内側主筋120に固定する。   At the same time, the hoop muscle 140 (the first hoop muscle 142 and the second hoop muscle 144) is fixed to the outer main muscle 110 and the inner main muscle 120 as necessary.

以上により、地面に寝かせた状態で二重の鉄筋籠100が完成する。鉄筋籠100の製作は、コンクリート杭を設置する現場で行われるのが一般的であるが、当該設置現場から遠隔地の工場等で製作した後、設置現場に搬送してきてもよい。   As described above, the double reinforcing bar rod 100 is completed while being laid on the ground. Production of the reinforcing bar 100 is generally performed at a site where a concrete pile is installed, but it may be transported to the installation site after being manufactured from the installation site at a remote factory or the like.

然る後、図6に示すように、コンクリート杭を設置するための穴Hを地面に掘り、重機等を用いて当該穴Hに鉄筋籠100を据え付ける。その後、当該鉄筋籠100の周囲にコンクリート型枠を設けてコンクリートを流し込むことにより、コンクリート杭が完成する。   Then, as shown in FIG. 6, the hole H for installing a concrete pile is dug in the ground, and the reinforcing bar 100 is installed in the hole H using a heavy machine etc. Then, a concrete formwork is provided around the reinforcing bar 100 and concrete is poured into the concrete pile to complete the concrete pile.

<本実施例に係る鉄筋籠の特徴>
本実施例にかかる鉄筋籠100によれば、従来のように、組立用の治具を用いて補強枠の内周に複数の主筋を仮配置する必要が無く、鉄筋籠を完成させた後に治具の取り外しが困難になるといった問題を解消することができる。
<Characteristics of rebar bar according to this embodiment>
According to the reinforcing bar rod 100 according to the present embodiment, there is no need to temporarily arrange a plurality of main bars on the inner periphery of the reinforcing frame using an assembly jig as in the prior art. The problem that it becomes difficult to remove the tool can be solved.

また、近年では大径と小径の鉄筋籠を組み合わせた二重の鉄筋籠もコンクリート杭に使用されるようになってきており、このような二重の鉄筋籠の製作には、大径の鉄筋籠と小径の鉄筋籠とをそれぞれ別に製作した後、予め穴Hに設置しておいた大径の鉄筋籠の上方から小径の鉄筋籠を吊り込んでいくといった手法が採られている。しかし、このような手法では、吊り上げられて不安定な小径の鉄筋籠を高い精度で大径の鉄筋籠に固定することが困難であった。   In recent years, double-bar reed rods with a combination of large-diameter and small-diameter rebar rods have also been used for concrete piles. A technique is adopted in which, after producing a heel and a small-diameter rebar rod separately, the small-diameter rebar rod is suspended from above the large-diameter rebar rod previously installed in the hole H. However, with such a technique, it is difficult to fix the small-sized reinforcing bar rod that is lifted and unstable to the large-diameter reinforcing rod rod with high accuracy.

この点、本実施例にかかる鉄筋籠100によれば、複数の本体部材132,134を有する補強枠130を使用して二重の鉄筋籠100を製作することにより、大径の鉄筋籠と小径の鉄筋籠とをそれぞれ別に製作した後、予め穴Hに設置しておいた大径の鉄筋籠の上方から小径の鉄筋籠を吊り込んでいくといった、大小の鉄筋籠を事後的に組み合わせる従来の工法を採用する必要が無い。このため、高い精度で二重の鉄筋籠100を製作できる。また、吊り下げた状態の小径の鉄筋籠を大径の鉄筋籠に溶接固定等するといった不安定な状態での作業が不要になることから、作業の安全性が飛躍的に高まると共に、工期も短縮することができる。この結果として、工事に係るコストも低減できる。   In this regard, according to the reinforcing bar rod 100 according to the present embodiment, the double reinforcing bar rod 100 having the plurality of main body members 132 and 134 is used to manufacture the double reinforcing bar rod 100, thereby allowing a large diameter reinforcing bar rod and a small diameter. Conventionally combining large and small rebar rods, such as hanging a small diameter rebar rod from above the large diameter rebar rod previously installed in the hole H. There is no need to adopt a construction method. For this reason, the double rebar rod 100 can be manufactured with high accuracy. In addition, work in an unstable state, such as welding and fixing a small-diameter rebar rod in a suspended state to a large-diameter rebar rod, is no longer necessary. It can be shortened. As a result, the cost related to the construction can also be reduced.

加えて、高い精度で主筋110,120を配置することができるので、製作したコンクリート杭の頂部から突出する主筋110,120の位置が正確に決まる。これにより、当該コンクリート杭の上方においてコンクリート杭が延びる方向とは略直交する方向に配置される地中梁の配筋と主筋110,120とが互いに干渉するのを計画的に回避することも可能となる。   In addition, since the main bars 110 and 120 can be arranged with high accuracy, the positions of the main bars 110 and 120 protruding from the top of the manufactured concrete pile are accurately determined. As a result, it is also possible to systematically avoid interference between the reinforcement of the underground beam and the main bars 110, 120 arranged in a direction substantially perpendicular to the direction in which the concrete pile extends above the concrete pile. It becomes.

<変形例>
(1)
上述した実施形態では、本体部材132や第2本体部材134の内側に向けて主筋保持部材136や第2主筋保持部材138を突設させるようにしていたが、本体部材132や第2本体部材134の外側に向けて主筋保持部材136や第2主筋保持部材138を突設させるようにしてもよい。このように外側に向けて突設させた場合、補強枠130の本体部材132や第2本体部材134は、外側主筋110や内側主筋120で構成された構造体(例えば、略円筒形状)の内側に沿うようにして配置される。また、主筋保持部材136や第2主筋保持部材138を突設させる向きは、内側および外側のいずれか一方のみに限定されるものではなく、内側に向けて突設されたものと、外側に向けて突設されたものとを組み合わせてもよい。
<Modification>
(1)
In the above-described embodiment, the main bar holding member 136 and the second main bar holding member 138 are protruded toward the inside of the main body member 132 and the second main body member 134, but the main body member 132 and the second main body member 134 are provided. The main bar holding member 136 and the second main bar holding member 138 may be protruded toward the outer side. When projecting outward in this way, the main body member 132 and the second main body member 134 of the reinforcing frame 130 are inside the structure (for example, substantially cylindrical shape) constituted by the outer main bar 110 and the inner main bar 120. It arrange | positions so that it may follow. Further, the direction in which the main bar holding member 136 and the second main bar holding member 138 are protruded is not limited to only one of the inner side and the outer side. You may combine with what was projected.

なお、本明細書において、保持部材136,138が「内側に向かう」あるいは「外側に向かう」とは、鉄筋籠100を実質的に構成する主筋110,120を保持する保持部材136,138が向かう方向を意味している。例えば、本体部材132が内側方向に延びる部材と外側方向に延びる部材とを有しているものの、本体部材132の内側に配置された外側主筋110と補強枠130とで実質的に(例えば強度的に)鉄筋籠100が成立している場合、当該補強枠130は「内側に向かう」保持部材136を備えていると解釈される。もちろん、この逆の場合、補強枠130は「外側に向かう」保持部材136を備えていると解釈される。   In this specification, the holding members 136 and 138 are “inward” or “outward” means that the holding members 136 and 138 that hold the main bars 110 and 120 that substantially constitute the reinforcing bar 100 are directed. Means direction. For example, although the main body member 132 includes a member extending in the inner direction and a member extending in the outer direction, the outer main reinforcing bar 110 and the reinforcing frame 130 disposed on the inner side of the main body member 132 substantially (for example, strength) In the case where the reinforcing bar 100 is established, it is interpreted that the reinforcing frame 130 includes the holding member 136 “inward”. Of course, in the opposite case, it is interpreted that the reinforcing frame 130 includes the holding member 136 “outwardly”.

(2)
上述した実施形態では、補強枠130に2つの本体部材(本体部材132,第2本体部材134)を設けることにより、二重の鉄筋籠100を製作できるようにしていたが、本体部材の数はこれに限定されるものではなく、一重の鉄筋籠を製作する場合であれば、本体部材132のみを有する補強枠130を使用すればよく、三重以上の鉄筋籠を製作する場合であれば、それに対応した数の本体部材(三重の鉄筋籠であれば、本体部材132,第2本体部材134,第3本体部材)を有する補強枠130を使用すればよい。もちろん、固定部材135を用いて各本体部材を互いに固定する必要がある。
(2)
In the embodiment described above, the double reinforcing bar rod 100 can be manufactured by providing the reinforcing frame 130 with two main body members (the main body member 132 and the second main body member 134). However, the number of main body members is as follows. However, the present invention is not limited to this. If a single reinforcing bar is to be manufactured, the reinforcing frame 130 having only the main body member 132 may be used. If a triple or more reinforcing bar is to be manufactured, The reinforcing frame 130 having a corresponding number of main body members (in the case of a triple rebar rod, the main body member 132, the second main body member 134, and the third main body member) may be used. Of course, it is necessary to fix the main body members to each other using the fixing member 135.

(3)
また、上述した実施形態では、主筋保持部材136,138を補強枠130(より正確には、補強枠130の本体部材132および第2本体部材134)から突設させるようにしていたが、これに限らず、フープ筋140(第1フープ筋142、および当該第1フープ筋142の内側に配設された第2フープ筋144)から主筋保持部材136および第2主筋保持部材138を突設させるようにしてもよい。また、補強枠130とフープ筋140の両方から主筋保持部材136,138を突設させるようにしてもよい。すわなち、図示しないが、第1フープ筋142を第1フープ筋本体部材と第1主筋保持部材とで構成し、第2フープ筋144を第2フープ筋本体部材と第2主筋保持部材とで構成することになる。このように、フープ筋140から主筋保持部材136,138を突設させる場合も、上記と同様に、一重の鉄筋籠を製作する場合であれば1本のフープ筋でよく、三重以上の鉄筋籠を製作する場合であれば、それに対応した本数のフープ筋を使用すればよい。また、主筋保持部材が突設された複数のフープ筋142,144を使用する場合、各フープ筋142,144同士を固定するフープ筋固定部材(図示せず)を使用する必要がある。さらに、各フープ筋142,144から保持部材を突設する向きは、内側でも外側でも、これらを混在させてもよい。
(3)
In the embodiment described above, the main bar holding members 136 and 138 are projected from the reinforcing frame 130 (more precisely, the main body member 132 and the second main body member 134 of the reinforcing frame 130). The main muscle holding member 136 and the second main muscle holding member 138 protrude from the hoop muscle 140 (the first hoop muscle 142 and the second hoop muscle 144 disposed inside the first hoop muscle 142). It may be. Further, the main bar holding members 136 and 138 may be projected from both the reinforcing frame 130 and the hoop bar 140. That is, although not shown, the first hoop muscle 142 is constituted by a first hoop muscle main body member and a first main muscle holding member, and the second hoop muscle 144 is constituted by a second hoop muscle main body member and a second main muscle holding member. It will consist of As described above, when the main bar holding members 136 and 138 are protruded from the hoop bar 140 as described above, a single hoop bar may be used as long as a single bar bar is manufactured. If it is manufactured, it is sufficient to use a corresponding number of hoop muscles. Moreover, when using the several hoop muscles 142 and 144 with which the main reinforcement holding member protruded, it is necessary to use the hoop muscle fixing member (not shown) which fixes each hoop muscle 142,144. Furthermore, the direction in which the holding member protrudes from each of the hoop bars 142 and 144 may be mixed inside or outside.

(4)
さらに、主筋保持部材136,138の形状は、上述した実施形態のものに限定されず、主筋110,120を保持できる構造であれば、例えば板状のものやワイヤ状のものを使用することができる。むろん主筋保持部材136,138の形状を全て同一形状としても良いし、複数種類の形状のものを混在させて使用しても良い。
(4)
Furthermore, the shape of the main bar holding members 136 and 138 is not limited to that of the above-described embodiment. For example, a plate type or wire type may be used as long as the main bar 110 and 120 can be held. it can. Of course, the main muscle holding members 136 and 138 may all have the same shape, or a plurality of types of shapes may be used in combination.

今回開示された実施の形態はすべての点で例示であって制限的なものではないと考えられるべきである。本発明の範囲は、上記した説明ではなく、特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。   The embodiment disclosed this time should be considered as illustrative in all points and not restrictive. The scope of the present invention is defined by the terms of the claims, rather than the description above, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.

100…鉄筋籠、110…外側主筋、120…内側主筋、130…補強枠、140…フープ筋、150…固定金物、132…本体部材、134…第2本体部材、135…固定部材、136…主筋保持部材、138…第2主筋保持部材、142…第1フープ筋、144…第2フープ筋、162…(主筋保持部材の)第1部材、164…(主筋保持部材の)第2部材、166…隅部、168…鈎状部、172…(第2主筋保持部材の)第1部材、174…(第2主筋保持部材の)第2部材、176…隅部、178…鈎状部、H…(コンクリート杭を設置するための)穴   DESCRIPTION OF SYMBOLS 100 ... Rebar rod, 110 ... Outer main bar, 120 ... Inner main bar, 130 ... Reinforcement frame, 140 ... Hoop bar, 150 ... Fixed metal, 132 ... Main body member, 134 ... Second main body member, 135 ... Fixed member, 136 ... Main bar Holding member, 138 ... 2nd main muscle holding member, 142 ... 1st hoop muscle, 144 ... 2nd hoop muscle, 162 ... 1st member (of main muscle holding member), 164 ... 2nd member (of main muscle holding member), 166 ... corner, 168 ... hook-like part, 172 ... first member (of the second main bar holding member), 174 ... second member (of the second main bar holding member), 176 ... corner part, 178 ... hook-like part, H ... holes (for installing concrete piles)

Claims (8)

環状の本体部材と、
主筋を所定の位置に保持するために前記本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用の補強枠であって、
前記本体部材の下半分に設けられた前記主筋保持部材の形状は、直線状である鉄筋籠用の補強枠
An annular body member;
A reinforcing frame for reinforcing bar rods having a plurality of main bar holding members protruding from the main body member in order to hold the main bar in a predetermined position ,
The shape of the main bar holding member provided in the lower half of the main body member is a reinforcing frame for reinforcing bar rods that is linear .
環状の本体部材と、
主筋を所定の位置に保持するために前記本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用の補強枠であって、
前記本体部材の内側に配置された環状の第2本体部材と、
前記第2本体部材に突設された複数の第2主筋保持部材と、
前記本体部材および前記第2本体部材を互いに固定する固定部材とを更に有している鉄筋籠用の補強枠
An annular body member;
A reinforcing frame for reinforcing bar rods having a plurality of main bar holding members protruding from the main body member in order to hold the main bar in a predetermined position ,
An annular second body member disposed inside the body member;
A plurality of second main muscle holding members protruding from the second body member;
A reinforcing frame for reinforcing steel bar further comprising a fixing member for fixing the main body member and the second main body member to each other .
前記主筋保持部材は、前記本体部材の内側に向けて突設されていることを特徴とする請求項1または2に記載の鉄筋籠用の補強枠。 The main reinforcement supporting member, the reinforcing frame for reinforcing bar cage according to claim 1 or 2, characterized in that it is projected toward the inside of the body member. 前記主筋保持部材は、前記本体部材の外側に向けて突設されていることを特徴とする請求項1または2に記載の鉄筋籠用の補強枠。 The reinforcing bar for reinforcing bar according to claim 1 or 2 , wherein the main bar holding member projects toward the outside of the main body member. 環状のフープ筋本体部材と、
主筋を所定の位置に保持するために前記フープ筋本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用のフープ筋であって、
前記フープ筋本体部材の下半分に設けられた前記主筋保持部材の形状は、直線状であるフープ筋
An annular hoop muscle body member;
A hoop bar for a reinforcing bar rod having a plurality of main bar holding members projecting from the hoop bar body member for holding the main bar in a predetermined position ,
The shape of the main reinforcement holding member provided in the lower half of the hoop muscle main body member is a hoop muscle that is linear .
環状のフープ筋本体部材と、
主筋を所定の位置に保持するために前記フープ筋本体部材に突設された複数の主筋保持部材とを有する鉄筋籠用のフープ筋であって、
前記フープ筋本体部材の内側に配置された環状の第2フープ筋本体部材と、
前記第2フープ筋本体部材に突設された複数の第2主筋保持部材と、
前記フープ筋本体部材および前記第2フープ筋本体部材を互いに固定する固定部材とを更に有しているフープ筋
An annular hoop muscle body member;
A hoop bar for a reinforcing bar rod having a plurality of main bar holding members projecting from the hoop bar body member for holding the main bar in a predetermined position ,
An annular second hoop muscle body member disposed inside the hoop muscle body member;
A plurality of second main muscle holding members projecting from the second hoop muscle main body member;
A hoop muscle further comprising a fixing member for fixing the hoop muscle main body member and the second hoop muscle main body member to each other .
複数の主筋と、
請求項1から4のいずれか1項に記載の補強枠とを備える鉄筋籠。
Multiple main muscles,
A reinforcing bar rod comprising the reinforcing frame according to any one of claims 1 to 4 .
複数の主筋と、
請求項5または6に記載のフープ筋とを備える鉄筋籠。
Multiple main muscles,
A reinforcing bar rod provided with the hoop bar according to claim 5 .
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