JP2021025245A - Primary reinforcement member for reinforcement cage and hoop and reinforcement cage comprising these and assembly method of reinforcement cage - Google Patents

Primary reinforcement member for reinforcement cage and hoop and reinforcement cage comprising these and assembly method of reinforcement cage Download PDF

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JP2021025245A
JP2021025245A JP2019141988A JP2019141988A JP2021025245A JP 2021025245 A JP2021025245 A JP 2021025245A JP 2019141988 A JP2019141988 A JP 2019141988A JP 2019141988 A JP2019141988 A JP 2019141988A JP 2021025245 A JP2021025245 A JP 2021025245A
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reinforcing bar
main
main reinforcing
reinforcing
frame
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JP7344702B2 (en
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義信 林
Yoshinobu Hayashi
義信 林
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Abstract

To provide a primary reinforcement member that enables easy positioning of each main reinforcing bar against a reinforcing frame when fixing the reinforcing frame and each main reinforcing bar to each other.SOLUTION: A primary reinforcement member 10 for a reinforcement cage is composed of a plurality of main reinforcing bars 110 pulled in the same direction with each other, and a plurality of erection members 112 erected between the main reinforcing bars 110 adjacent to each other. At both ends of the reinforcement members 112, hooks where the main reinforcing bars 110 are hung or insertion holes where the main reinforcing bars 110 are inserted are respectively formed.SELECTED DRAWING: Figure 3

Description

本発明は、例えばコンクリート杭に用いられる鉄筋籠を組み立てる際に、補強枠に対する所定の位置に組み合わせる主筋部材、補強枠に組み合わせた後の当該主筋部材に対してさらに組み合わせるフープ筋、これらを備える鉄筋籠、および、このような主筋部材やフープ筋を用いた鉄筋籠の組立方法に関する。 In the present invention, for example, when assembling a reinforcing bar cage used for a concrete pile, a main bar member to be combined at a predetermined position with respect to a reinforcing frame, a hoop bar to be further combined with the main bar member after being combined with a reinforcing frame, and a reinforcing bar provided with these. The present invention relates to a cage and a method of assembling a reinforcing bar cage using such a main bar member and a hoop bar.

鉄筋籠は、輪状に形成される補強枠に対して直交する方向に複数本の主筋を配設し、然る後、補強枠と各主筋とを互いに固定することによって形成されるが、このような固定が成立して自立するまでの間、補強枠とは別の部材等で各主筋を所定の位置に保持しておく必要があった。 The reinforcing bar cage is formed by arranging a plurality of main bars in a direction orthogonal to the reinforcing frame formed in a ring shape, and then fixing the reinforcing frame and each main bar to each other. It was necessary to hold each main bar in a predetermined position with a member or the like other than the reinforcing frame until the fixing was established and the reinforcing bar became independent.

例えば、特許文献1には、輪状に形成された一対の主筋保持部を互いに向かい合わせに配置し、これら一対の主筋保持部の間に各主筋を配置することによって各主筋を所定の位置に保持しておく技術が開示されている。 For example, in Patent Document 1, a pair of main bar holding portions formed in a ring shape are arranged to face each other, and each main bar is arranged between the pair of main bar holding portions to hold each main bar at a predetermined position. The technology to be kept is disclosed.

特開平5−192731号公報Japanese Unexamined Patent Publication No. 5-192731

しかしながら、鉄筋籠は、それを用いたコンクリート杭等が設置される現場で組み立てられるのが一般的であるところ、上述した特許文献1に開示された装置等を用いて各主鉄筋を保持するのは現場作業が大がかりになることから、鉄筋籠の組み立てに要する場所の確保や鉄筋籠の組み立てに要するコストの点で問題があった。 However, the reinforcing bar cage is generally assembled at the site where a concrete pile or the like using the reinforcing bar cage is installed, and each main reinforcing bar is held by using the device or the like disclosed in Patent Document 1 described above. Since the on-site work is large, there are problems in securing the space required for assembling the reinforcing bar cage and the cost required for assembling the reinforcing bar cage.

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、補強枠と各主鉄筋とを互いに固定する際、補強枠に対して各主鉄筋を容易に位置決めすることのできる主鉄筋部材、補強枠に対して組み合わせた後の主鉄筋部材に対して容易に組み合わせることのできるフープ筋、これらを備える鉄筋籠、および、このような主筋部材やフープ筋を用いた鉄筋籠の組立方法を提供することにある。 The present invention has been made to solve such a problem, and an object of the present invention is that when the reinforcing frame and each main reinforcing bar are fixed to each other, each main reinforcing bar can be easily positioned with respect to the reinforcing frame. Main reinforcing bar members, hoop bars that can be easily combined with the main reinforcing bar members after being combined with the reinforcing frame, reinforcing bar cages equipped with these, and reinforcing bar cages using such main reinforcing bar members and hoop bars. To provide an assembly method.

この発明のある局面に従うと、
互いに同じ方向に引き揃えられた複数の主鉄筋と、
互いに隣り合う前記主鉄筋同士の間に架設された複数の架設部材とを備える
鉄筋籠用の主鉄筋部材が提供される。
According to some aspect of this invention,
With multiple main rebars aligned in the same direction,
Provided is a main reinforcing bar member for a reinforcing bar cage, which includes a plurality of erection members erected between the main reinforcing bars adjacent to each other.

好適には、
前記架設部材は、前記主鉄筋が掛けられるフック部が両端にそれぞれ形成されている。
Preferably
The erection member has hook portions at both ends on which the main reinforcing bar is hung.

好適には、
前記架設部材の両端部には、前記主鉄筋が挿通される挿通孔がそれぞれ形成されている。
Preferably
Insertion holes through which the main reinforcing bar is inserted are formed at both ends of the erection member.

この発明の他の局面に従うと、
少なくともひとつの切れ目が形成された輪状の本体部材を有するフープ筋であって、
前記切れ目における前記本体部材の両端には、前記本体部材の径方向に直交する方向に延びる固定板材がそれぞれ取り付けられており、
前記各固定板材には、対向する前記本体部材の端部が嵌まる切欠溝がそれぞれ形成されている
フープ筋が提供される。
According to other aspects of the invention,
A hoop muscle having a ring-shaped main body member in which at least one cut is formed.
Fixing plate members extending in a direction orthogonal to the radial direction of the main body member are attached to both ends of the main body member at the cut.
Each of the fixing plate members is provided with a hoop streak in which notch grooves into which the end portions of the main body members facing each other are fitted are formed.

この発明のさらに別の局面に従うと、
上述した主鉄筋部材、および、上述したフープ筋を備える鉄筋籠が提供される。
According to yet another aspect of the invention,
A reinforcing bar cage including the above-mentioned main reinforcing bar member and the above-mentioned hoop bar is provided.

この発明のさらに別の局面に従うと、
互いに同じ方向に引き揃えられた複数の主鉄筋と、互いに隣り合う前記主鉄筋同士の間に架設された複数の架設部材とを備える主鉄筋部材を前記主鉄筋が延びる方向に直交する方向の両端から中央に向けて巻回し、
鉛直方向に立てた補強枠の頂部に巻回した前記主鉄筋部材を載置し、
前記補強枠に当接している前記主鉄筋を前記補強枠に対して固定し、
然る後、巻回していた残りの前記主鉄筋を前記補強枠に沿って戻していき、
前記補強枠の頂部に固定した前記主鉄筋に近い前記主鉄筋から順に前記補強枠に対して固定していく
鉄筋籠の組立方法が提供される。
According to yet another aspect of the invention,
Both ends of a main reinforcing bar member including a plurality of main reinforcing bars aligned in the same direction and a plurality of erection members erected between the main reinforcing bars adjacent to each other in a direction orthogonal to the direction in which the main reinforcing bars extend. Winding from to the center,
The wound main reinforcing bar member is placed on the top of the reinforcing frame that stands in the vertical direction.
The main reinforcing bar in contact with the reinforcing frame is fixed to the reinforcing frame, and the reinforcing bar is fixed to the reinforcing frame.
After that, the remaining main reinforcing bars that had been wound are returned along the reinforcing frame.
Provided is a method for assembling a reinforcing bar cage in which the main reinforcing bars close to the main reinforcing bars fixed to the top of the reinforcing frame are fixed to the reinforcing frame in order.

この発明のさらに別の局面に従うと、
鉛直方向に立てた補強枠の頂部に主鉄筋を載置した後、前記主鉄筋を前記補強枠に対して固定し、
架設部材の一方端部を前記主鉄筋に掛けた後、前記架設部材の他方端部に別の主鉄筋を掛け、
然る後、前記別の主鉄筋を先に固定された前記主鉄筋に隣り合う位置において前記補強枠に固定することを繰り返すことにより、前記補強枠の頂部に固定した前記主鉄筋に近い前記主鉄筋から順に前記補強枠に対して固定していく
鉄筋籠の組立方法が提供される。
According to yet another aspect of the invention,
After placing the main reinforcing bar on the top of the reinforcing frame standing in the vertical direction, the main reinforcing bar is fixed to the reinforcing frame.
After hanging one end of the erection member on the main reinforcing bar, another main reinforcing bar is hung on the other end of the erection member.
After that, by repeating fixing the other main reinforcing bar to the reinforcing frame at a position adjacent to the previously fixed main reinforcing bar, the main reinforcing bar close to the main reinforcing bar fixed to the top of the reinforcing frame is repeated. Provided is a method of assembling a reinforcing bar cage in which the reinforcing bars are fixed to the reinforcing frame in order from the reinforcing bar.

この発明によれば、補強枠と各主鉄筋とを互いに固定する際、鉛直方向に立てた補強枠の頂部に巻回した主鉄筋部材を載置して、補強枠に当接している主鉄筋を当該補強枠に対して固定し、然る後、巻回していた残りの主鉄筋を補強枠に沿って戻していくことにより、別の装置を用いて複数の主鉄筋を保持する必要がなく、補強枠に対して各主鉄筋を容易に位置決めすることのできる主鉄筋部材、補強枠に対して組み合わせた後の主鉄筋部材に対して容易に組み合わせることのできるフープ筋、これらを備える鉄筋籠、および、このような主筋部材やフープ筋を用いた鉄筋籠の組立方法を提供することができた。 According to the present invention, when the reinforcing frame and each main reinforcing bar are fixed to each other, the wound main reinforcing bar member is placed on the top of the reinforcing frame standing in the vertical direction, and the main reinforcing bar is in contact with the reinforcing frame. Is fixed to the reinforcing frame, and then the remaining main reinforcing bars that have been wound are returned along the reinforcing frame, so that it is not necessary to hold a plurality of main reinforcing bars by using another device. , Main reinforcing bar member that can easily position each main reinforcing bar with respect to the reinforcing frame, hoop reinforcing bar that can be easily combined with the main reinforcing bar member after being combined with respect to the reinforcing frame, and a reinforcing bar basket provided with these. , And, it was possible to provide a method for assembling a reinforcing bar cage using such a main bar member and a hoop bar.

鉄筋籠100の全体を示す図である。It is a figure which shows the whole of the reinforcing bar cage 100. 図1におけるA−A線断面図である。FIG. 5 is a cross-sectional view taken along the line AA in FIG. 本実施形態に係る主鉄筋部材10を示す斜視図である。It is a perspective view which shows the main reinforcing bar member 10 which concerns on this embodiment. 本実施形態に係る架設部材112を示す正面図である。It is a front view which shows the erection member 112 which concerns on this embodiment. 本実施形態に係るフープ筋130を示す正面図である。It is a front view which shows the hoop muscle 130 which concerns on this embodiment. 図5におけるB部分の拡大平面図である。It is an enlarged plan view of the B part in FIG. 本実施形態に係る固定板材136を示す側面図である。It is a side view which shows the fixing plate material 136 which concerns on this embodiment. 主鉄筋部材10を、主鉄筋110が延びる方向に直交する方向の両端からそれぞれ中央に向けて巻回した状態を示す正面模式図である。It is a front schematic diagram which shows the state in which the main reinforcing bar member 10 is wound toward the center from both ends in the direction orthogonal to the direction in which the main reinforcing bar 110 extends. 補強枠120の頂部に巻回した主鉄筋部材10を載置した状態を示す正面模式図である。It is a front schematic diagram which shows the state which the wound main reinforcing bar member 10 is placed on the top of the reinforcing frame 120. 巻回してあった主鉄筋部材10の両端部を補強枠120に沿って戻していく状態を示す正面模式図である。It is a front schematic diagram which shows the state which both ends of the main reinforcing bar member 10 which had been wound are returned along the reinforcing frame 120. フープ筋130を取り付けた状態を示す正面模式図である。It is a front schematic diagram which shows the state which attached the hoop muscle 130. 変形例1に係る架設部材112を示す正面図である。It is a front view which shows the erection member 112 which concerns on modification 1. 変形例2に係る架設部材112を示す正面図である。It is a front view which shows the erection member 112 which concerns on modification 2.

<鉄筋籠100の構成>
図1および図2を参照して、本実施形態に係る主鉄筋部材10を用いて組み立てられる鉄筋籠100の全体構成について簡単に説明する。
<Structure of Rebar Basket 100>
With reference to FIGS. 1 and 2, the overall configuration of the reinforcing bar cage 100 assembled by using the main reinforcing bar member 10 according to the present embodiment will be briefly described.

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打つことによってコンクリート杭が完成する。一般的に鉄筋籠100は、大略、主鉄筋部材10と、補強枠120と、フープ筋130と、固定金具140(図2を参照)とで構成されている。 The reinforcing bar cage 100 is a structure used for shear reinforcement of concrete piles that support high-rise buildings and bridges. After installing the reinforcing bar cage 100 in a hole drilled in the ground, a formwork or the like is assembled around the reinforcing bar cage 100, and concrete is cast in the formwork to complete a concrete pile. Generally, the reinforcing bar cage 100 is roughly composed of a main reinforcing bar member 10, a reinforcing frame 120, a hoop bar 130, and a fixing metal fitting 140 (see FIG. 2).

主鉄筋部材10は、図3に示すように、複数の主鉄筋110と、複数の架設部材112とで構成されている。 As shown in FIG. 3, the main reinforcing bar member 10 is composed of a plurality of main reinforcing bars 110 and a plurality of erection members 112.

主鉄筋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主鉄筋110として使用されている(もちろん、主鉄筋110の形状はこれに限定されるものではない。)。各主鉄筋110は、互いに同じ方向に引き揃えられており、互いに略平行に配置されている。 The main reinforcing bar 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 main reinforcing bar 110 (of course, the shape of the main reinforcing bar 110 is not limited to this). The main reinforcing bars 110 are aligned in the same direction and arranged substantially parallel to each other.

鉄筋籠100を組み立てた状態で、主鉄筋110は、当該鉄筋籠100の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上にそれぞれ配置されている(図2を参照)。より具体的にいうと、各主鉄筋110は、輪状に形成された補強枠120の外周に当接配置されている。つまり、補強枠120の直径寸法に、1本の主鉄筋110の直径寸法を加えたものが、仮想円VC1の直径寸法に相当する。 In the state where the reinforcing bar cage 100 is assembled, the main reinforcing bar 110 is arranged on the virtual circle VC1 centered on a certain point C in the cross section orthogonal to the longitudinal direction of the reinforcing bar cage 100 (see FIG. 2). .. More specifically, each main reinforcing bar 110 is arranged in contact with the outer periphery of the reinforcing frame 120 formed in a ring shape. That is, the diameter dimension of the reinforcing frame 120 plus the diameter dimension of one main reinforcing bar 110 corresponds to the diameter dimension of the virtual circle VC1.

架設部材112は、互いに隣り合う主鉄筋110同士の間に架設された部材であり、本実施形態では、一対の主鉄筋110同士の間に3つの架設部材112が配設されている。また、一対の主鉄筋110同士の間に複数の同じ架設部材112を配設することにより、これら一対の主鉄筋110が互いに平行な状態を維持することができる。 The erection member 112 is a member erected between the main reinforcing bars 110 adjacent to each other, and in the present embodiment, three erection members 112 are arranged between the pair of main reinforcing bars 110. Further, by disposing a plurality of the same erection members 112 between the pair of main reinforcing bars 110, the pair of main reinforcing bars 110 can be maintained in a state of being parallel to each other.

本実施形態における各架設部材112は、図4に示すように、その両端にそれぞれフック部114が形成されている。このフック部114の内径は、主鉄筋110に掛けることができるように、主鉄筋110の外径とほぼ同じか、あるいは、少しだけ大きく設定されている。 As shown in FIG. 4, each of the erection members 112 in the present embodiment has hook portions 114 formed at both ends thereof. The inner diameter of the hook portion 114 is set to be substantially the same as or slightly larger than the outer diameter of the main reinforcing bar 110 so that it can be hung on the main reinforcing bar 110.

このような架設部材112を互いに隣り合う主鉄筋110同士の間に架設していくことにより、図3に示すような「すだれ」状の主鉄筋部材10が構成されている。 By erection of such an erection member 112 between the main reinforcing bars 110 adjacent to each other, the "sudare" -shaped main reinforcing bar member 10 as shown in FIG. 3 is configured.

図2に戻り、補強枠120は、多数の主鉄筋110で構成された略円柱状の構造体の内周に隣接する帯状の部材であり、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。主鉄筋110の配置と同様に、補強枠120の外観形状は略円状に限定されるものではなく、主鉄筋110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、本明細書において「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。なお、補強枠120の数は、使用される主鉄筋110の長さに応じて決定される(図1の例では3つの補強枠120が使用されている。)。また、鉄筋籠100の強度の関係から、互いに隣接する補強枠120同士の間隔は3m以内であることが好ましい。 Returning to FIG. 2, the reinforcing frame 120 is a strip-shaped member adjacent to the inner circumference of a substantially columnar structure composed of a large number of main reinforcing bars 110, and is formed into a substantially circular shape by being bent with a predetermined curvature. Has been done. Similar to the arrangement of the main reinforcing bars 110, the external shape of the reinforcing frame 120 is not limited to a substantially circular shape, and may be a substantially angular shape or other shape according to the arrangement of the main reinforcing bars 110. ". That is, in the present specification, "annular" is a concept that includes not only a substantially circular shape but also a substantially angular shape and the like. The number of reinforcing frames 120 is determined according to the length of the main reinforcing bars 110 used (three reinforcing frames 120 are used in the example of FIG. 1). Further, from the viewpoint of the strength of the reinforcing bar cage 100, it is preferable that the distance between the reinforcing frames 120 adjacent to each other is within 3 m.

本実施形態に係るフープ筋130は、図5および図6に示すように、ひとつの切れ目132が形成された輪状の本体部材134と、この切れ目132における本体部材134の両端に取り付けられた一対の固定板材136とを備えている。 As shown in FIGS. 5 and 6, the hoop muscle 130 according to the present embodiment includes a ring-shaped main body member 134 in which one cut 132 is formed, and a pair of hoop muscles 130 attached to both ends of the main body member 134 in the cut 132. It includes a fixed plate material 136.

本体部材134は、多数の主鉄筋110で構成された略円柱状の構造体をその外周に隣接して囲む丸棒状の部材であり、補強枠120と同様に、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。また、主鉄筋110の配置と同様に、フープ筋130の外観形状は略円状に限定されるものではなく、主鉄筋110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。なお、互いに隣接するフープ筋130同士の間隔は、補強枠120同士の間隔に比べて短く、例えば、200mm程度である。 The main body member 134 is a round bar-shaped member that surrounds a substantially cylindrical structure composed of a large number of main reinforcing bars 110 adjacent to the outer periphery thereof, and is bent with a predetermined curvature like the reinforcing frame 120. It is formed in a substantially circular shape. Further, similarly to the arrangement of the main reinforcing bars 110, the external shape of the hoop reinforcing bars 130 is not limited to a substantially circular shape, and may be a substantially angular shape or other shape according to the arrangement of the main reinforcing bars 110. It may be "ring". The distance between the hoop muscles 130 adjacent to each other is shorter than the distance between the reinforcing frames 120, for example, about 200 mm.

一対の固定板材136は、上述のように、切れ目132における本体部材134の両端に取り付けられた板材であり、各固定板材136は、輪状に形成された本体部材134の径方向に直交する方向に延びるようにして本体部材134の端に取り付けられている。 As described above, the pair of fixing plate members 136 are plate members attached to both ends of the main body member 134 at the cut 132, and each fixing plate member 136 is oriented in a direction orthogonal to the radial direction of the main body member 134 formed in a ring shape. It is attached to the end of the main body member 134 so as to extend.

また、各固定板材136には、図7に示すように、対向する(自身が取り付けられた本体部材134の端部とは別の)本体部材134の端部が嵌め込まれる切欠溝138が形成されている。 Further, as shown in FIG. 7, each fixing plate member 136 is formed with a notch groove 138 into which the end portion of the main body member 134 (separate from the end portion of the main body member 134 to which the main body member 134 is attached) is fitted. ing.

これにより、切れ目132における、本体部材134の一方の端に取り付けられた固定板材136の切欠溝138に本体部材134の他方の端部を嵌め込むと同時に、本体部材134の他方の端に取り付けられた固定板材136の切欠溝138に本体部材134の一方の端部を嵌め込むことにより、当該切れ目132が閉じられた、輪状のフープ筋130を形成できる。 As a result, the other end of the main body member 134 is fitted into the notch groove 138 of the fixing plate member 136 attached to one end of the main body member 134 in the cut 132, and at the same time, it is attached to the other end of the main body member 134. By fitting one end of the main body member 134 into the notch groove 138 of the fixed plate member 136, a ring-shaped hoop muscle 130 in which the cut 132 is closed can be formed.

図2に戻り、固定金具140は、補強枠120に対して主鉄筋110を固定し、また、主鉄筋110に対してフープ筋130を固定するための工具である。固定金具140としては、公知のものを使用することができる。また、補強枠120に対して主鉄筋110を固定する際に使用する固定金具140と、主鉄筋110に対してフープ筋130を固定する際に使用する固定金具140とで互いに異なる金具を使用してもよい。さらに言えば、固定金具140を使用することなく、補強枠120に対して主鉄筋110を溶接等によって接着し、主鉄筋110に対してフープ筋130を溶接等によって接着してもよい。ただし、上述のように現場で鉄筋籠100を組み立てる際の施工性や施工後の強度等の点で優れる、固定金具140をのみを用いた無溶接工法を用いるのが好適である。 Returning to FIG. 2, the fixing bracket 140 is a tool for fixing the main reinforcing bar 110 to the reinforcing frame 120 and fixing the hoop reinforcing bar 130 to the main reinforcing bar 110. As the fixing metal fitting 140, a known one can be used. Further, the fixing metal fitting 140 used when fixing the main reinforcing bar 110 to the reinforcing frame 120 and the fixing metal fitting 140 used when fixing the hoop reinforcing bar 130 to the main reinforcing bar 110 use different metal fittings. You may. Further, the main reinforcing bar 110 may be adhered to the reinforcing frame 120 by welding or the like, and the hoop reinforcing bar 130 may be adhered to the main reinforcing bar 110 by welding or the like without using the fixing metal fitting 140. However, as described above, it is preferable to use a non-welding method using only the fixing bracket 140, which is excellent in terms of workability when assembling the reinforcing bar cage 100 at the site, strength after construction, and the like.

<鉄筋籠100の組立方法>
次に、本実施形態に係る鉄筋籠100の組立方法について説明する。なお、組立方法の説明に用いる図8から図11では、主鉄筋部材10を構成する架設部材112におけるフック部114を省略して描いている。
<Assembly method of rebar basket 100>
Next, a method of assembling the reinforcing bar cage 100 according to the present embodiment will be described. In FIGS. 8 to 11 used for explaining the assembly method, the hook portion 114 of the erection member 112 constituting the main reinforcing bar member 10 is omitted.

最初に、上述した「すだれ」状の主鉄筋部材10を、主鉄筋110が延びる方向に直交する方向の両端からそれぞれ中央に向けて巻回しておく(図8参照)。 First, the above-mentioned "sudare" -shaped main reinforcing bar member 10 is wound toward the center from both ends in a direction orthogonal to the direction in which the main reinforcing bar 110 extends (see FIG. 8).

然る後、工事現場において、図9に示すように、輪状に形成した補強枠120を略鉛直方向に立てておき、これらの頂部に巻回した主鉄筋部材10を載置する。載置したときに補強枠120に当接している主鉄筋110(主鉄筋部材10における略中央部に配設された主鉄筋110)を当該補強枠120に対して固定金具140で固定する。 After that, at the construction site, as shown in FIG. 9, the reinforcing frame 120 formed in a ring shape is erected in the substantially vertical direction, and the wound main reinforcing bar member 10 is placed on the tops thereof. The main reinforcing bar 110 (main reinforcing bar 110 arranged at the substantially central portion of the main reinforcing bar member 10) that is in contact with the reinforcing frame 120 when placed is fixed to the reinforcing frame 120 with the fixing bracket 140.

その後、図10に示すように、巻回してあった主鉄筋部材10の両端部を補強枠120に沿って戻していき、最初に固定した主鉄筋110に近い主鉄筋110から順に補強枠120に対して固定金具140で固定していく。 After that, as shown in FIG. 10, both ends of the wound main reinforcing bar member 10 are returned along the reinforcing frame 120, and the main reinforcing bar 110 closest to the first fixed main reinforcing bar 110 is returned to the reinforcing frame 120 in order. On the other hand, it is fixed with the fixing bracket 140.

なお、補強枠120における下半分の位置に固定する主鉄筋110については、例えば、番線(細い針金)等で当該主鉄筋110を仮固定しておいた後、固定金具140で固定してもよいし、ひとりの作業者が架設部材112でぶら下がった状態の主鉄筋110を補強枠120に向けて押し付けている間に、別の作業者が固定金具140で固定してもよい。 Regarding the main reinforcing bar 110 to be fixed at the position of the lower half of the reinforcing frame 120, for example, the main reinforcing bar 110 may be temporarily fixed with a wire (thin wire) or the like, and then fixed with the fixing metal fitting 140. Then, while one worker presses the main reinforcing bar 110 hanging from the erection member 112 toward the reinforcing frame 120, another worker may fix the main reinforcing bar 110 with the fixing bracket 140.

また、工程の最初から補強枠120が載置されている一対の架台Kの間にも数本の主鉄筋110を取り付ける必要があるが、この位置に取り付ける主鉄筋110については、主鉄筋部材10を取り付ける前段階で予め補強枠120に取り付けておいてもよいし、主鉄筋部材10の取り付けが完了した後から補強枠120に取り付けてもよい。 Further, it is necessary to attach several main reinforcing bars 110 between the pair of pedestals K on which the reinforcing frame 120 is mounted from the beginning of the process, but the main reinforcing bars 110 to be attached at this position are the main reinforcing bar members 10. May be attached to the reinforcing frame 120 in advance before attaching the main reinforcing bar member 10, or may be attached to the reinforcing frame 120 after the attachment of the main reinforcing bar member 10 is completed.

また、巻回してあった主鉄筋部材10の両端部を補強枠120に沿って戻していく際に、主鉄筋110が勢いよく戻りつつ落下して危険な場合は、例えば、ロープ状のものを一緒に巻回しておき、主鉄筋部材10の両端部を補強枠120に沿って戻していく際には当該ロープ状のものを少しずつ緩めながら戻していくのがよい。 Further, when returning both ends of the wound main reinforcing bar member 10 along the reinforcing frame 120, if the main reinforcing bar 110 falls while vigorously returning and is dangerous, for example, a rope-shaped one is used. It is preferable to wind the main reinforcing bar members 10 together, and when returning both ends of the main reinforcing bar member 10 along the reinforcing frame 120, loosen the rope-shaped member little by little.

補強枠120に対してすべての主鉄筋110を取り付けた後、今度は、主鉄筋110に対してフープ筋130を取り付ける工程に移る。 After attaching all the main reinforcing bars 110 to the reinforcing frame 120, the process proceeds to the step of attaching the hoop reinforcing bars 130 to the main reinforcing bars 110.

フープ筋130における切れ目132から当該フープ筋130の内側に主鉄筋110を順に入れていくようにして、図11に示すように、補強枠120に固定された複数の主鉄筋110の外周に接するようにフープ筋130を配置する。 The main reinforcing bars 110 are sequentially inserted from the cut 132 in the hoop reinforcing bars 130 to the inside of the hoop reinforcing bars 130 so as to be in contact with the outer periphery of the plurality of main reinforcing bars 110 fixed to the reinforcing frame 120 as shown in FIG. The hoop muscle 130 is arranged in.

その後、本体部材134の一方の端に取り付けられた固定板材136の切欠溝138に本体部材134の他方の端部を嵌め込むと同時に、本体部材134の他方の端に取り付けられた固定板材136の切欠溝138に本体部材134の一方の端部を嵌め込むことにより、当該切れ目132を閉じて輪状のフープ筋130を形成する。最後に、固定金具140を用いて、フープ筋130を主鉄筋110に対して固定することにより、鉄筋籠100が完成する。 After that, the other end of the main body member 134 is fitted into the notch groove 138 of the fixing plate material 136 attached to one end of the main body member 134, and at the same time, the fixing plate material 136 attached to the other end of the main body member 134. By fitting one end of the main body member 134 into the notch groove 138, the cut 132 is closed to form a ring-shaped hoop muscle 130. Finally, the reinforcing bar cage 100 is completed by fixing the hoop bar 130 to the main reinforcing bar 110 using the fixing metal fitting 140.

<主鉄筋部材10の特徴>
本実施形態に係る主鉄筋部材10によれば、上述したように、補強枠と各主鉄筋とを互いに固定する際、鉛直方向に立てた補強枠の頂部に巻回した主鉄筋部材を載置して、補強枠に当接している主鉄筋を当該補強枠に対して固定し、然る後、巻回していた残りの主鉄筋を補強枠に沿って戻していくことにより、別の装置を用いて複数の主鉄筋を保持する必要がなく、補強枠に対して各主鉄筋を容易に位置決めすることができる。
<Characteristics of main reinforcing bar member 10>
According to the main reinforcing bar member 10 according to the present embodiment, as described above, when the reinforcing frame and each main reinforcing bar are fixed to each other, the wound main reinforcing bar member is placed on the top of the reinforcing frame standing in the vertical direction. Then, the main reinforcing bar in contact with the reinforcing frame is fixed to the reinforcing frame, and then the remaining main reinforcing bar that has been wound is returned along the reinforcing frame to provide another device. It is not necessary to use and hold a plurality of main reinforcing bars, and each main reinforcing bar can be easily positioned with respect to the reinforcing frame.

また、主鉄筋部材10を構成する架設部材112を、両端にそれぞれフック部114が形成されたものにすることにより、主鉄筋部材10を構成する主鉄筋110の本数を簡単に増減させることができるという利点がある。 Further, by making the erection member 112 constituting the main reinforcing bar member 10 having hook portions 114 formed at both ends thereof, the number of main reinforcing bars 110 constituting the main reinforcing bar member 10 can be easily increased or decreased. There is an advantage.

<フープ筋130の特徴>
本実施形態に係るフープ筋130によれば、補強枠120に対して固定した複数の主鉄筋110の外周に容易に配置することができるので、フープ筋130の固定に要する工数を低減することができる。
<Characteristics of hoop muscle 130>
According to the hoop reinforcement 130 according to the present embodiment, since it can be easily arranged on the outer periphery of the plurality of main reinforcing bars 110 fixed to the reinforcing frame 120, the man-hours required for fixing the hoop reinforcement 130 can be reduced. it can.

<変形例1>
上述した実施形態では、主鉄筋部材10を構成する架設部材112として、両端にフック部114が形成されたものが使用されていたが、このフック部114については、上述したように架設部材112の長手方向に対して同じ方向に端部を湾曲させたものであってもよいし、図12に示すように、架設部材112の長手方向に対して互いに反対方向に端部を湾曲させて「S」字状にしたものであってもよい。
<Modification example 1>
In the above-described embodiment, as the erection member 112 constituting the main reinforcing bar member 10, one having hook portions 114 formed at both ends is used, but the hook portion 114 is the erection member 112 as described above. The ends may be curved in the same direction with respect to the longitudinal direction, or as shown in FIG. 12, the ends may be curved in directions opposite to each other with respect to the longitudinal direction of the erection member 112. It may be in the shape of a character.

さらに言えば、フック部114に代えて、図13に示すように、主鉄筋110を挿通する挿通孔116が両端部にそれぞれ形成された板状部材を架設部材112としてもよい。フック部114に代えてこのような挿通孔116にすれば、架設部材112に対して主鉄筋110を取り付け難くなるが、その反面、主鉄筋110が不所望に架設部材112から外れにくくなるという利点もある。 Further, instead of the hook portion 114, as shown in FIG. 13, a plate-shaped member having insertion holes 116 through which the main reinforcing bar 110 is inserted may be formed at both ends thereof as the erection member 112. If such an insertion hole 116 is used instead of the hook portion 114, it becomes difficult to attach the main reinforcing bar 110 to the erection member 112, but on the other hand, the main reinforcing bar 110 does not easily come off from the erection member 112. There is also.

また、例えば番線等の細い針金を架設部材112として使用してもよい。この場合、撚り合わせた番線を互いに隣り合う主鉄筋110同士の間に架設することになる。 Further, for example, a thin wire such as a wire may be used as the erection member 112. In this case, the twisted wires are erected between the main reinforcing bars 110 adjacent to each other.

<変形例2>
また、上述した実施形態では、補強枠120に取り付ける際、主鉄筋部材10を主鉄筋110が延びる方向に直交する方向の両端から中央に向けて巻回していたが、これに代えて、主鉄筋部材10を予め円柱状の芯材に巻き付けておいてもよい。この場合、巻き付けた終端側の主鉄筋110を補強枠120に対して最初に固定した後、巻き付けていた主鉄筋110を戻しながら順に補強枠120に固定していくことになる。
<Modification 2>
Further, in the above-described embodiment, when the main reinforcing bar member 10 is attached to the reinforcing frame 120, the main reinforcing bar member 10 is wound from both ends in the direction orthogonal to the extending direction of the main reinforcing bar 110 toward the center. The member 10 may be wound around the columnar core material in advance. In this case, the wound main reinforcing bar 110 on the terminal side is first fixed to the reinforcing frame 120, and then the wound main reinforcing bar 110 is returned and fixed to the reinforcing frame 120 in order.

<変形例3>
さらに、上述した実施形態では、フープ筋130を構成する本体部材134に1つの切れ目132を設けていたが、この切れ目132を2つにして(つまり、本体部材134を半割りにして)、本体部材134の4つの端にそれぞれ固定板材136を取り付けるようにしてもよい。
<Modification example 3>
Further, in the above-described embodiment, one cut 132 is provided in the main body member 134 constituting the hoop muscle 130, but the main body is divided into two (that is, the main body member 134 is divided in half). The fixing plate member 136 may be attached to each of the four ends of the member 134.

<変形例4>
また、上述した実施形態では、フック部114が形成された各架設部材112を予め隣り合う主鉄筋110同士の間に架設しておいた「すだれ」状の主鉄筋部材10を使用していたが、これに代えて、補強枠120のまわりに架設部材112と主鉄筋110とを順番に交互に取りつけていってもよい。
<Modification example 4>
Further, in the above-described embodiment, the "sudare" -shaped main reinforcing bar member 10 in which each erection member 112 on which the hook portion 114 is formed is erected in advance between the adjacent main reinforcing bars 110 is used. Instead of this, the erection member 112 and the main reinforcing bar 110 may be alternately attached around the reinforcing frame 120 in order.

具体的には、最初に補強枠120の頂部に1本の主鉄筋110を固定金具140で固定した後、固定された主鉄筋110に架設部材112の一方端部を掛ける。然る後、当該架設部材112の他方端部に別の主鉄筋110を掛けて、この別の主鉄筋110を先に固定された主鉄筋110に隣り合う位置において補強枠120に固定する。このようにして、複数の主鉄筋110を補強枠120に対して順に固定していくことで鉄筋籠100を完成させることができる。 Specifically, after first fixing one main reinforcing bar 110 to the top of the reinforcing frame 120 with the fixing metal fitting 140, one end of the erection member 112 is hung on the fixed main reinforcing bar 110. After that, another main reinforcing bar 110 is hung on the other end of the erection member 112, and the other main reinforcing bar 110 is fixed to the reinforcing frame 120 at a position adjacent to the previously fixed main reinforcing bar 110. In this way, the reinforcing bar cage 100 can be completed by fixing the plurality of main reinforcing bars 110 to the reinforcing frame 120 in order.

<変形例5>
また、上述した実施形態では、切れ目132が形成された一対の固定板材136を輪状のフープ筋130に適用していたが、この一対の固定板材136による固定方法は、輪状のフープ筋130等だけでなく、直線状(ストレート)の主鉄筋110等の接続方法としても使用できる。一対の固定板材136を直線状(ストレート)部材の接続方法として使用する場合は、固定板材136によって接続される一対の直線状部材に対して互いに離間する方向に引っ張る力が作用されていることが好適である。
<Modification 5>
Further, in the above-described embodiment, the pair of fixing plate members 136 on which the cuts 132 are formed are applied to the ring-shaped hoop bars 130, but the fixing method using the pair of fixing plate members 136 is limited to the ring-shaped hoop bars 130 and the like. However, it can also be used as a connection method for a straight main reinforcing bar 110 or the like. When the pair of fixed plate members 136 are used as a method of connecting the linear (straight) members, it is necessary that a pulling force is applied to the pair of linear members connected by the fixed plate members 136 in a direction away from each other. Suitable.

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。 It should be considered that the embodiments disclosed this time are exemplary in all respects and not restrictive. The scope of the present invention is shown by the scope of claims, not the above description, and is intended to include all modifications within the meaning and scope equivalent to the scope of claims.

10…主鉄筋部材
100…鉄筋籠
110…主鉄筋、112…架設部材、114…フック部、116…挿通孔、120…補強枠、130…フープ筋、132…切れ目、134…本体部材、136…固定板材、138…切欠溝、140…固定金具
K…架台
10 ... Main reinforcing bar member 100 ... Reinforcing bar cage 110 ... Main reinforcing bar, 112 ... Erecting member, 114 ... Hook part, 116 ... Insertion hole, 120 ... Reinforcing frame, 130 ... Hoop bar, 132 ... Cut, 134 ... Main body member, 136 ... Fixing plate material, 138 ... Notch groove, 140 ... Fixing bracket K ... Stand

Claims (7)

互いに同じ方向に引き揃えられた複数の主鉄筋と、
互いに隣り合う前記主鉄筋同士の間に架設された複数の架設部材とを備える
鉄筋籠用の主鉄筋部材。
With multiple main rebars aligned in the same direction,
A main reinforcing bar member for a reinforcing bar cage, comprising a plurality of erection members erected between the main reinforcing bars adjacent to each other.
前記架設部材は、前記主鉄筋が掛けられるフック部が両端にそれぞれ形成されている
請求項1に記載の主鉄筋部材。
The main reinforcing bar member according to claim 1, wherein the erection member has hook portions on both ends on which the main reinforcing bar is hung.
前記架設部材の両端部には、前記主鉄筋が挿通される挿通孔がそれぞれ形成されている
請求項1に記載の主鉄筋部材。
The main reinforcing bar member according to claim 1, wherein insertion holes through which the main reinforcing bar is inserted are formed at both ends of the erection member.
少なくともひとつの切れ目が形成された輪状の本体部材を有するフープ筋であって、
前記切れ目における前記本体部材の両端には、前記本体部材の径方向に直交する方向に延びる固定板材がそれぞれ取り付けられており、
前記各固定板材には、対向する前記本体部材の端部が嵌まる切欠溝がそれぞれ形成されている
フープ筋。
A hoop muscle having a ring-shaped main body member in which at least one cut is formed.
Fixing plate members extending in a direction orthogonal to the radial direction of the main body member are attached to both ends of the main body member at the cut.
A hoop streak in which notch grooves into which the ends of the main body members facing each other are fitted are formed in each of the fixing plate materials.
請求項1から3のいずれか1項に記載の主鉄筋部材と、
少なくともひとつの切れ目が形成された輪状の本体部材を有するフープ筋であって、
前記切れ目における前記本体部材の両端には、前記本体部材の径方向に直交する方向に延びる固定板材がそれぞれ取り付けられており、
前記各固定板材には、対向する前記本体部材の端部が嵌まる切欠溝がそれぞれ形成されているフープ筋とを備える
鉄筋籠。
The main reinforcing bar member according to any one of claims 1 to 3 and
A hoop muscle having a ring-shaped main body member in which at least one cut is formed.
Fixing plate members extending in a direction orthogonal to the radial direction of the main body member are attached to both ends of the main body member at the cut.
Each of the fixing plate members is provided with a hoop bar in which notch grooves into which the end portions of the main body members facing each other are fitted are formed.
互いに同じ方向に引き揃えられた複数の主鉄筋と、互いに隣り合う前記主鉄筋同士の間に架設された複数の架設部材とを備える主鉄筋部材を前記主鉄筋が延びる方向に直交する方向の両端から中央に向けて巻回し、
鉛直方向に立てた補強枠の頂部に巻回した前記主鉄筋部材を載置し、
前記補強枠に当接している前記主鉄筋を前記補強枠に対して固定し、
然る後、巻回していた残りの前記主鉄筋を前記補強枠に沿って戻していき、
前記補強枠の頂部に固定した前記主鉄筋に近い前記主鉄筋から順に前記補強枠に対して固定していく
鉄筋籠の組立方法。
Both ends of a main reinforcing bar member including a plurality of main reinforcing bars aligned in the same direction and a plurality of erection members erected between the main reinforcing bars adjacent to each other in a direction orthogonal to the direction in which the main reinforcing bars extend. Winding from to the center,
The wound main reinforcing bar member is placed on the top of the reinforcing frame that stands in the vertical direction.
The main reinforcing bar in contact with the reinforcing frame is fixed to the reinforcing frame, and the reinforcing bar is fixed to the reinforcing frame.
After that, the remaining main reinforcing bars that had been wound are returned along the reinforcing frame.
A method of assembling a reinforcing bar cage in which the main reinforcing bars close to the main reinforcing bars fixed to the top of the reinforcing frame are fixed to the reinforcing frame in order.
鉛直方向に立てた補強枠の頂部に主鉄筋を載置した後、前記主鉄筋を前記補強枠に対して固定し、
架設部材の一方端部を前記主鉄筋に掛けた後、前記架設部材の他方端部に別の主鉄筋を掛け、
然る後、前記別の主鉄筋を先に固定された前記主鉄筋に隣り合う位置において前記補強枠に固定することを繰り返すことにより、前記補強枠の頂部に固定した前記主鉄筋に近い前記主鉄筋から順に前記補強枠に対して固定していく
鉄筋籠の組立方法。

After placing the main reinforcing bar on the top of the reinforcing frame standing in the vertical direction, the main reinforcing bar is fixed to the reinforcing frame.
After hanging one end of the erection member on the main reinforcing bar, another main reinforcing bar is hung on the other end of the erection member.
After that, by repeating fixing the other main reinforcing bar to the reinforcing frame at a position adjacent to the previously fixed main reinforcing bar, the main reinforcing bar close to the main reinforcing bar fixed to the top of the reinforcing frame is repeated. A method of assembling a reinforcing bar cage in which the reinforcing bars are fixed to the reinforcing frame in order.

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60156848A (en) * 1984-01-24 1985-08-17 東京鉄鋼株式会社 Iron wire cage for site driving stake
JPH05192731A (en) * 1991-04-18 1993-08-03 Toshio Haino Manufacturing device of reinforcing bar cage for field placing concrete pile
JPH10280402A (en) * 1997-04-09 1998-10-20 Miyashitamasahiro Sekkei Kobo:Kk Reinforcement cage for cast-in-place concrete pile
JP2003119960A (en) * 2001-10-12 2003-04-23 Fuji Bolt Seisakusho:Kk Assembly member for cage, and cage assembling method
JP2007182742A (en) * 2006-01-06 2007-07-19 Yoriko Masuda Assembly for reinforcing cage, and assembling method for reinforcing cage
JP2011058294A (en) * 2009-09-11 2011-03-24 Sanwa Seisakusho:Kk Reinforcement assembling fitting
JP2013213345A (en) * 2012-04-02 2013-10-17 Taisei Corp Closure-type shear reinforcement member

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60156848A (en) * 1984-01-24 1985-08-17 東京鉄鋼株式会社 Iron wire cage for site driving stake
JPH05192731A (en) * 1991-04-18 1993-08-03 Toshio Haino Manufacturing device of reinforcing bar cage for field placing concrete pile
JPH10280402A (en) * 1997-04-09 1998-10-20 Miyashitamasahiro Sekkei Kobo:Kk Reinforcement cage for cast-in-place concrete pile
JP2003119960A (en) * 2001-10-12 2003-04-23 Fuji Bolt Seisakusho:Kk Assembly member for cage, and cage assembling method
JP2007182742A (en) * 2006-01-06 2007-07-19 Yoriko Masuda Assembly for reinforcing cage, and assembling method for reinforcing cage
JP2011058294A (en) * 2009-09-11 2011-03-24 Sanwa Seisakusho:Kk Reinforcement assembling fitting
JP2013213345A (en) * 2012-04-02 2013-10-17 Taisei Corp Closure-type shear reinforcement member

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