JP6266200B2 - Reinforcing bar structure and reinforced concrete member using the same - Google Patents

Reinforcing bar structure and reinforced concrete member using the same Download PDF

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JP6266200B2
JP6266200B2 JP2012114481A JP2012114481A JP6266200B2 JP 6266200 B2 JP6266200 B2 JP 6266200B2 JP 2012114481 A JP2012114481 A JP 2012114481A JP 2012114481 A JP2012114481 A JP 2012114481A JP 6266200 B2 JP6266200 B2 JP 6266200B2
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muscle
main
principal
bar
reinforcing bar
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JP2013241755A (en
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福馬 飯干
福馬 飯干
佳史 中村
佳史 中村
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Neturen Co Ltd
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Neturen Co Ltd
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Priority to NZ610739A priority Critical patent/NZ610739A/en
Priority to JP2012114481A priority patent/JP6266200B2/en
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Priority to NZ621470A priority patent/NZ621470A/en
Priority to TW102117494A priority patent/TWI512174B/en
Priority to US13/896,812 priority patent/US9260866B2/en
Priority to NZ621489A priority patent/NZ621489A/en
Priority to TW104135760A priority patent/TWI564459B/en
Publication of JP2013241755A publication Critical patent/JP2013241755A/en
Priority to US14/965,320 priority patent/US9540815B2/en
Priority to US14/965,352 priority patent/US9562355B2/en
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本発明は、柱又は梁などに利用される鉄筋構造及びそれを用いた鉄筋コンクリート部材に関する。   The present invention relates to a reinforcing bar structure used for a column or a beam and a reinforced concrete member using the same.

従来、軸方向に延びる複数の主筋と、主筋を囲んでせん断強度を補強する複数のせん断補強筋とを備える鉄筋コンクリート部材において、材端部の主筋の量と中央部の主筋の量に差がある場合に、主筋が曲げ引張を受けても、鉄筋コンクリート部材内部から滑って抜け出さないようにするために、主筋を材の全長に亘って配筋することが考えられる。しかし、主筋の量が増え、主筋同士を接合する部品が別途必要となり、また、主筋同士を接合するという接合作業も増えてしまう。一方、主筋の滑りを抑制するようにせん断補強筋の量を多くして主筋とコンクリートとの付着強度を向上させることも考えられるが、せん断補強筋の量が増え、せん断補強筋の配筋作業も増えてしまう。   Conventionally, in a reinforced concrete member having a plurality of main bars extending in the axial direction and a plurality of shear reinforcing bars surrounding the main bars to reinforce the shear strength, there is a difference in the amount of main bars at the end of the material and the amount of main bars at the center. In this case, it is conceivable that the main bars are arranged over the entire length of the material so that the main bars do not slip out from the inside of the reinforced concrete member even if the main bars are subjected to bending tension. However, the amount of the main bars increases, a part for joining the main bars is separately required, and the joining work of joining the main bars also increases. On the other hand, it is possible to increase the amount of shear reinforcement to increase the bond strength between the main reinforcement and concrete so as to suppress slippage of the main reinforcement, but the amount of shear reinforcement increases and the reinforcement work of the shear reinforcement Will also increase.

そこで、せん断補強筋の他に付着補強筋を用いることが考えられる。付着補強筋を有する鉄筋構造として、主筋と、せん断補強筋と、せん断補強筋と隣接して設けられた付着補強筋とを備えた鉄筋構造が知られている(特許文献1)。
特許文献1で示される鉄筋構造では、1本の主筋が1つの付着補強筋で囲まれていたり、又は、最外周に配筋された主筋よりも内側に配筋された複数の主筋が1つの付着補強筋で囲まれている。
Therefore, it is conceivable to use an adhesion reinforcing bar in addition to the shear reinforcing bar. As a reinforcing bar structure having an adhesive reinforcing bar, a reinforcing bar structure including a main reinforcing bar, a shear reinforcing bar, and an adhesive reinforcing bar provided adjacent to the shear reinforcing bar is known (Patent Document 1).
In the reinforcing bar structure shown in Patent Document 1, one main reinforcing bar is surrounded by one adhesion reinforcing bar, or a plurality of main reinforcing bars arranged on the inner side of the main reinforcing bar arranged on the outermost periphery are one. Surrounded by adhesive reinforcement.

特許第4151245号公報Japanese Patent No. 4151245

しかし、特許文献1に記載のような従来の鉄筋構造では、1本の主筋が1つの付着補強筋で囲まれていたり、又は、複数の主筋が1つの付着補強筋で囲まれているが、鉄筋構造における最外周に配筋された主筋は付着補強筋で囲まれていないため、せん断力が最も加わる鉄筋構造の最外周側を十分に補強することに限界があった。   However, in the conventional reinforcing bar structure as described in Patent Document 1, one main bar is surrounded by one adhesion reinforcing bar, or a plurality of main bars are surrounded by one adhesion reinforcing bar. Since the main reinforcing bar arranged at the outermost periphery in the reinforcing bar structure is not surrounded by the adhesion reinforcing bar, there is a limit to sufficiently reinforcing the outermost peripheral side of the reinforcing bar structure to which the shearing force is applied most.

本発明の目的は、せん断力が最も加わる最外周側を補強できる鉄筋構造及びそれを用いた鉄筋コンクリート部材を提供することである。   An object of the present invention is to provide a reinforced structure that can reinforce the outermost peripheral side to which shearing force is most applied and a reinforced concrete member using the same.

本発明の鉄筋構造は、軸方向に延びる複数の主筋と、前記主筋の軸方向と交差する平面内において矩形状とされて前記主筋を囲んで配置された複数のせん断補強筋と、前記主筋の軸方向において前記せん断補強筋と隣接して設けられた付着補強筋とを備え、前記主筋は、前記せん断補強筋の少なくとも四隅において時計回りに配筋された第1主筋、第2主筋、第3主筋および第4主筋と、前記第1主筋と前記第2主筋との間であって前記第1主筋に隣接して設けられた第5主筋と、前記第1主筋と前記第2主筋との間であって前記第2主筋に隣接して設けられた第6主筋と、前記第3主筋と前記第4主筋との間であって前記第3主筋に隣接して設けられた第7主筋と、前記第3主筋と前記第4主筋との間であって前記第4主筋に隣接して設けられた第8主筋と、前記第1主筋と前記第4主筋との間に設けられた第9主筋と、前記第2主筋と前記第3主筋との間に設けられた第10主筋とを有し、前記付着補強筋は、少なくとも前記第1主筋と前記第4主筋とを囲み、前記第5主筋と前記第8主筋とに内周が当接し、かつ、前記第9主筋に当接する第1付着補強筋と、少なくとも前記第2主筋と前記第3主筋とを囲み、前記第6主筋と前記第7主筋とに内周が当接し、前記第10主筋に当接する第2付着補強筋と、を有することを特徴とする。 The reinforcing bar structure of the present invention includes a plurality of main reinforcing bars extending in the axial direction, a plurality of shear reinforcing bars arranged in a rectangular shape in a plane intersecting the axial direction of the main reinforcing bars, and arranged around the main reinforcing bars, An adhesive reinforcing bar provided adjacent to the shear reinforcing bar in the axial direction, wherein the main bar is a first main bar, a second main bar, a third main bar, which are arranged clockwise in at least four corners of the shear reinforcing bar. Between the main and fourth main muscles, the fifth main muscle provided adjacent to the first main muscle between the first main muscle and the second main muscle, and between the first main muscle and the second main muscle A sixth principal muscle provided adjacent to the second principal muscle, a seventh principal muscle provided between the third principal muscle and the fourth principal muscle and adjacent to the third principal muscle; Provided between the third and fourth main bars and adjacent to the fourth main bar Yes and eighth main reinforcement that is, the ninth main reinforcement which is provided between the first main reinforcement and the fourth main reinforcement, a tenth main reinforcement which is provided between the second main reinforcement and the third main reinforcement The adhesion reinforcing bar surrounds at least the first main bar and the fourth main bar, the inner circumference contacts the fifth main bar and the eighth main bar, and the first main bar contacts the ninth main bar. An adhesion reinforcing bar, a second adhesion reinforcing bar that surrounds at least the second and third principal bars, has an inner periphery that contacts the sixth and seventh principal bars, and that contacts the tenth principal bar; It is characterized by having .

この構成の本発明では、付着補強筋は、少なくとも第1主筋と第4主筋とを囲み、第5主筋と第8主筋とに内周が当接する第1付着補強筋を有するので、せん断力が最も加わる鉄筋構造の外周端部側を集中して補強できる。
また、この構成の本発明では、付着補強筋は、少なくとも第2主筋と第3主筋とを囲み、第6主筋と第7主筋とに内周が当接する第2付着補強筋を有するため、せん断力が最も加わる鉄筋構造の外周端部側をより集中して補強できる。
In the present invention having this configuration, the adhesion reinforcing bar has the first adhesion reinforcing bar that surrounds at least the first main bar and the fourth main bar and the inner circumference abuts on the fifth main bar and the eighth main bar. The outermost end side of the reinforcing bar structure that is applied most can be concentrated and reinforced.
Further, in the present invention having this configuration, the adhesion reinforcing bars include the second adhesion reinforcing bars that surround at least the second principal muscle and the third principal muscle and whose inner circumferences abut against the sixth principal muscle and the seventh principal muscle. The outer peripheral end side of the reinforcing bar structure where the force is most applied can be reinforced more concentratedly.

本発明では、前記付着補強筋は、前記主筋の軸方向と直交する方向に延びる背部の両端部から折り曲げられた一対の曲折部を有するコ字状部と、前記曲折部の先端から前記曲折部の軸方向に延びる一対の足部とを備え、前記コ字状部は、少なくとも前記第1主筋と前記第9主筋と前記第4主筋とに対向し、前記足部の先端は、前記第1主筋と前記第2主筋との中間位置、及び前記第3主筋と前記第4主筋との中間位置には至らない構成が好ましい。 In the present invention, the adhesion reinforcing bar includes a U-shaped part having a pair of bent parts bent from both ends of a back part extending in a direction orthogonal to the axial direction of the main bar, and the bent part from the tip of the bent part. A pair of feet extending in the axial direction, wherein the U-shaped portion faces at least the first principal muscle, the ninth principal muscle, and the fourth principal muscle, and the distal end of the foot portion is the first A configuration that does not reach an intermediate position between the main muscle and the second main muscle and an intermediate position between the third main muscle and the fourth main muscle is preferable.

この構成の本発明では、付着補強筋は、曲折部の先端から曲折部の軸方向に延びる一対の足部を備え、足部の先端は、第1主筋と第2主筋との中間位置、及び第3主筋と第4主筋との中間位置には至らない。このため、鉄筋構造の施工時に付着補強筋を設置しやすくなる。   In the present invention having this configuration, the adhesion reinforcing bar includes a pair of feet extending from the tip of the bent portion in the axial direction of the bent portion, and the tip of the foot has an intermediate position between the first main bar and the second main bar, and It does not reach an intermediate position between the third and fourth main bars. For this reason, it becomes easy to install an adhesion reinforcing bar at the time of construction of a reinforcing bar structure.

本発明では、前記付着補強筋は、前記主筋の軸方向と直交する方向に延びる背部の両端部から折り曲げられた一対の曲折部を有するコ字状部と、基端が前記曲折部に接続されて先端が互いに近接する方向に折り曲げられた一対の足部とを備え、前記コ字状部は、少なくとも前記第1主筋と前記第9主筋と前記第4主筋とに対向し、前記足部の先端は、前記第1主筋と前記第2主筋との中間位置、及び前記第3主筋と前記第4主筋との中間位置には至らない構成が好ましい。 In the present invention, the adhesion reinforcing bar has a U-shaped part having a pair of bent parts bent from both ends of a back part extending in a direction perpendicular to the axial direction of the main bar, and a base end connected to the bent part. And a pair of feet bent in the direction in which the tips are close to each other, the U-shaped portion facing at least the first principal muscle, the ninth principal muscle, and the fourth principal muscle, It is preferable that the tip does not reach an intermediate position between the first main muscle and the second main muscle and an intermediate position between the third main muscle and the fourth main muscle.

この構成の本発明では、付着補強筋は、基端が曲折部に接続されて先端が互いに近接する方向に折り曲げられた一対の足部を備え、足部の先端は、第1主筋と第2主筋との中間位置、及び第3主筋と第4主筋との中間位置には至らない。このため、付着補強筋が鉄筋構造内部から抜けにくくなる。また、鉄筋構造の施工時に付着補強筋を設置しやすくなる。   In the present invention having this configuration, the adhesion reinforcing bar includes a pair of foot portions whose proximal ends are connected to the bent portions and the distal ends are bent in directions close to each other, and the distal ends of the foot portions are the first main muscle and the second main muscle. It does not reach an intermediate position between the main muscle and an intermediate position between the third and fourth main muscles. For this reason, it becomes difficult for the adhesion reinforcing bars to come off from inside the reinforcing bar structure. Moreover, it becomes easy to install an adhesion reinforcement bar at the time of construction of a reinforcing bar structure.

本発明の鉄筋コンクリート部材は、前述の鉄筋構造が内部に埋設されたことを特徴とする。
この構成の本発明では、上記鉄筋構造が内部に埋設されているため、せん断力が最も加わる鉄筋コンクリート部材の外周端部側を集中して補強できる。
The reinforced concrete member of the present invention is characterized in that the above-mentioned reinforcing bar structure is embedded inside.
In this invention of this structure, since the said reinforcing bar structure is embed | buried inside, it can concentrate and reinforce the outer peripheral edge part side of the reinforced concrete member to which a shear force is most applied.

本発明の第1実施形態に係る鉄筋コンクリート部材を示す側面図。The side view which shows the reinforced concrete member which concerns on 1st Embodiment of this invention. 図1のII−II線での断面図。Sectional drawing in the II-II line of FIG. 本発明の第1実施形態に係る付着補強筋を示す平面図。The top view which shows the adhesion reinforcing bar which concerns on 1st Embodiment of this invention. 本発明の第2実施形態に係る鉄筋コンクリート部材を示す側面図。The side view which shows the reinforced concrete member which concerns on 2nd Embodiment of this invention. 図4のV−V線での断面図。Sectional drawing in the VV line | wire of FIG. 本発明の第2実施形態に係る付着補強筋を示す平面図。The top view which shows the adhesion reinforcing bar which concerns on 2nd Embodiment of this invention.

以下、本発明の各実施形態を図面に基づいて説明する。
なお、各実施形態において、同一の構成部分には同じ符号を付すとともに、それらの説明を省略または簡略化する。
Hereinafter, each embodiment of the present invention will be described with reference to the drawings.
In each embodiment, the same reference numerals are given to the same components, and descriptions thereof are omitted or simplified.

<第1実施形態>
図1は鉄筋コンクリート部材10の側面図であり、図2は鉄筋コンクリート部材10の断面図であり、図3は付着補強筋4を示す。
鉄筋コンクリート部材10は、鉄筋構造1と、鉄筋構造1が内部に埋設されたコンクリート5とを備える。
<First Embodiment>
1 is a side view of the reinforced concrete member 10, FIG. 2 is a cross-sectional view of the reinforced concrete member 10, and FIG.
The reinforced concrete member 10 includes a reinforced structure 1 and a concrete 5 in which the reinforced structure 1 is embedded.

鉄筋構造1は、軸方向(図1における左右方向)に延びる複数の主筋2と、主筋2の軸方向と交差する平面(図2における紙面と平行な平面)内において矩形状とされて主筋2を囲んで配置され、鉄筋構造1のせん断強度を補強する複数のせん断補強筋3と、主筋2の軸方向においてせん断補強筋3に重ねて設けられる付着補強筋4とを備える。   The reinforcing bar structure 1 has a plurality of main reinforcing bars 2 extending in the axial direction (left and right direction in FIG. 1) and a rectangular shape in a plane intersecting the axial direction of the main reinforcing bars 2 (a plane parallel to the paper in FIG. 2). And a plurality of shear reinforcing bars 3 that reinforce the shear strength of the reinforcing bar structure 1, and an adhesion reinforcing bar 4 that is provided so as to overlap the shear reinforcing bar 3 in the axial direction of the main bar 2.

主筋2は、外周側(図2における上端部側及び下端部側)に配筋された第1主筋21A〜第9主筋21I、第10主筋21L、第11主筋21K、第12主筋21Jを有する。本実施形態では、図2の上端側と下端側とのそれぞれにおいて、主筋2は6本ずつ配筋されている。
第1主筋21A〜第4主筋21Dは、せん断補強筋3の四隅に時計回りに配筋されている。
第5主筋21Eは、第1主筋21Aと第2主筋21Bとの間であって第1主筋21Aに隣接して設けられ、第6主筋21Fは、第1主筋21Aと第2主筋21Bとの間であって第2主筋21Bに隣接して設けられている。
The main muscle 2 has a first main muscle 21A to a ninth main muscle 21I, a tenth main muscle 21L, an eleventh main muscle 21K, and a twelfth main muscle 21J arranged on the outer peripheral side (the upper end side and the lower end side in FIG. 2). In the present embodiment, six main bars 2 are arranged on each of the upper end side and the lower end side in FIG.
The first main bar 21 </ b> A to the fourth main bar 21 </ b> D are arranged clockwise at the four corners of the shear reinforcing bar 3.
The fifth major muscle 21E is provided between the first major muscle 21A and the second major muscle 21B and adjacent to the first major muscle 21A, and the sixth major muscle 21F is between the first major muscle 21A and the second major muscle 21B. And it is provided adjacent to the second main muscle 21B.

第7主筋21Gは、第3主筋21Cと第4主筋21Dとの間であって第3主筋21Cに隣接して設けられ、第8主筋21Hは、第3主筋21Cと第4主筋21Dとの間であって第4主筋21Dに隣接して設けられている。
第9主筋21Iは第1主筋21Aと第4主筋21Dとの間に設けられ、第12主筋21Jは第5主筋21Eと第8主筋21Hとの間に設けられている。また、第11主筋21Kは第6主筋21Fと第7主筋21Gとの間に設けられ、第10主筋21Lは第2主筋21Bと第3主筋21Cとの間に設けられている。
The seventh major muscle 21G is provided between the third major muscle 21C and the fourth major muscle 21D and adjacent to the third major muscle 21C, and the eighth major muscle 21H is between the third major muscle 21C and the fourth major muscle 21D. However, it is provided adjacent to the fourth main muscle 21D.
The ninth principal muscle 21I is provided between the first principal muscle 21A and the fourth principal muscle 21D, and the twelfth principal muscle 21J is provided between the fifth principal muscle 21E and the eighth principal muscle 21H. The eleventh principal muscle 21K is provided between the sixth principal muscle 21F and the seventh principal muscle 21G, and the tenth principal muscle 21L is provided between the second principal muscle 21B and the third principal muscle 21C.

せん断補強筋3は、図1に示すように、主筋2の軸方向に略等間隔で並んで配筋されている。各せん断補強筋3は、高強度鋼棒などから形成され、フープ形状である。
せん断補強筋3は、図2に示すように、第1主筋21A〜第9主筋21I及び第10主筋21Lと当接する。これによって、せん断補強筋3が全ての主筋21A〜21Lを囲む。なお、本実施形態では、各せん断補強筋3は、図2における上部右側角部分に、内側に向かって延びる一対の腕部31を有し、せん断補強筋3の上部右側角部分の曲面部分と一対の腕部31とで第1主筋21Aを囲んでいる。
As shown in FIG. 1, the shear reinforcing bars 3 are arranged side by side at substantially equal intervals in the axial direction of the main bars 2. Each shear reinforcement 3 is formed from a high-strength steel bar or the like and has a hoop shape.
As shown in FIG. 2, the shear reinforcing bar 3 contacts the first main bar 21 </ b> A to the ninth main bar 21 </ b> I and the tenth main bar 21 </ b> L. Thereby, the shear reinforcement bar 3 surrounds all the main bars 21A to 21L. In the present embodiment, each shear reinforcing bar 3 has a pair of arms 31 extending inward at the upper right corner portion in FIG. 2, and a curved surface portion of the upper right corner portion of the shear reinforcing bar 3. The pair of arm portions 31 surrounds the first main muscle 21A.

付着補強筋4は、低強度鋼材などから形成され、1つのせん断補強筋3に対応して一対設けられており、図2における上側に設けられた第1付着補強筋4Aと、図2における下側に設けられた第2付着補強筋4Bとを有する。第1付着補強筋4Aと第2付着補強筋4Bとは、一端側が開放されたコの字形状であり、この開放部分どうしが対向されている。
第1付着補強筋4Aは、主筋2の軸方向と直交する方向(図2における左右方向)に延びる背部41と背部41の両端部から折り曲げられた一対の曲折部42とを有するコ字状部43と、曲折部42の先端から曲折部42の軸方向(図2における軸方向)に延びる一対の足部44とを備える。
The adhesion reinforcing bars 4 are made of low-strength steel or the like, and are provided in pairs corresponding to one shear reinforcing bar 3. The first reinforcing reinforcement 4 A provided on the upper side in FIG. 2 and the lower in FIG. 2. And a second adhesion reinforcing bar 4B provided on the side. The first adhesion reinforcing bar 4A and the second adhesion reinforcing bar 4B have a U-shape in which one end side is opened, and the open portions are opposed to each other.
The first adhesion reinforcing bar 4A has a U-shaped part having a back part 41 extending in a direction orthogonal to the axial direction of the main bar 2 (left and right direction in FIG. 2) and a pair of bent parts 42 bent from both ends of the back part 41. 43 and a pair of feet 44 extending from the tip of the bent portion 42 in the axial direction of the bent portion 42 (the axial direction in FIG. 2).

背部41は、第1主筋21A、第4主筋21D及び第9主筋21Iと当接し、曲折部42は、第1主筋21A及び第5主筋21Eと、第4主筋21D及び第8主筋21Hと当接する。よって、コ字状部43は、第1主筋21Aと第4主筋21Dとに当接している。
足部44は第5主筋21E及び第8主筋21Hと当接し、この当接する第5主筋21E及び第8主筋21Hよりも曲折部42の軸方向に向けて延出する。そして、一対の足部44は互いに平行である。ただし、足部44の先端は、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置には至らない。
The back portion 41 contacts the first main muscle 21A, the fourth main muscle 21D, and the ninth main muscle 21I, and the bent portion 42 contacts the first main muscle 21A, the fifth main muscle 21E, the fourth main muscle 21D, and the eighth main muscle 21H. . Therefore, the U-shaped portion 43 is in contact with the first main muscle 21A and the fourth main muscle 21D.
The foot portion 44 abuts on the fifth principal muscle 21E and the eighth principal muscle 21H, and extends in the axial direction of the bent portion 42 from the abutting fifth principal muscle 21E and the eighth principal muscle 21H. The pair of foot portions 44 are parallel to each other. However, the tip of the foot 44 does not reach an intermediate position between the first main muscle 21A and the second main muscle 21B and an intermediate position between the third main muscle 21C and the fourth main muscle 21D.

このような第1付着補強筋4Aは第1主筋21Aと第4主筋21Dとを囲み、第1付着補強筋4Aの内周が第5主筋21Eと第8主筋21Hとに当接する。   The first attached reinforcing bar 4A surrounds the first main reinforcing bar 21A and the fourth main reinforcing bar 21D, and the inner circumference of the first attached reinforcing bar 4A is in contact with the fifth main reinforcing bar 21E and the eighth main reinforcing bar 21H.

第2付着補強筋4Bは、第1付着補強筋4Aと同様の構造であり、背部41は、第2主筋21B、第3主筋21C及び第10主筋21Lと当接し、曲折部42は、第2主筋21B及び第6主筋21Fと、第3主筋21C及び第7主筋21Gと当接する。よって、コ字状部43は、第2主筋21Bと第3主筋21Cとに当接している。 The second adhesion reinforcing bar 4B has the same structure as that of the first adhesion reinforcing bar 4A, the back part 41 abuts on the second principal muscle 21B, the third principal muscle 21C, and the tenth principal muscle 21L, and the bent part 42 has the second structure. The main muscle 21B and the sixth main muscle 21F come into contact with the third main muscle 21C and the seventh main muscle 21G. Therefore, the U-shaped portion 43 is in contact with the second main muscle 21B and the third main muscle 21C.

足部44は第6主筋21F及び第7主筋21Gと当接し、この当接する第6主筋21F及び第7主筋21Gよりも曲折部42の軸方向に向けて延出する。そして、足部44の先端は、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置には至らない。
このような第2付着補強筋4Bは第2主筋21Bと第3主筋21Cとを囲み、第2付着補強筋4Bの内周が第6主筋21Fと第7主筋21Gとに当接する。
The foot portion 44 abuts on the sixth principal muscle 21F and the seventh principal muscle 21G, and extends toward the axial direction of the bent portion 42 from the abutting sixth principal muscle 21F and the seventh principal muscle 21G. The tip of the foot 44 does not reach an intermediate position between the first main muscle 21A and the second main muscle 21B and an intermediate position between the third main muscle 21C and the fourth main muscle 21D.
The second adhesion reinforcing bar 4B surrounds the second principal muscle 21B and the third principal muscle 21C, and the inner circumference of the second adhesion reinforcing bar 4B is in contact with the sixth principal muscle 21F and the seventh principal muscle 21G.

従って、本実施形態では、以下の作用効果を奏することができる。
(1)本実施形態の鉄筋構造1では、付着補強筋4は、第1主筋21Aと第4主筋21Dとを囲み、第5主筋21Eと第8主筋21Hとに内周部が当接する第1付着補強筋4Aを有するので、せん断力が最も加わる鉄筋構造1の外周端部側を集中して補強できる。
Therefore, in this embodiment, the following effects can be obtained.
(1) In the reinforcing bar structure 1 of the present embodiment, the adhesion reinforcing bar 4 surrounds the first main bar 21A and the fourth main bar 21D, and the first peripheral part abuts on the fifth main bar 21E and the eighth main bar 21H. Since it has the adhesion reinforcing bar 4A, the outer peripheral end side of the reinforcing bar structure 1 to which the shearing force is applied most can be concentrated and reinforced.

(2)また、付着補強筋4は、曲折部42の先端から曲折部42の軸方向に延びる一対の足部44を備え、足部44の先端は、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置には至らない。このため、鉄筋構造1の施工時に付着補強筋4を設置しやすくなる。 (2) Further, the adhesion reinforcing bar 4 includes a pair of foot portions 44 extending from the tip of the bent portion 42 in the axial direction of the bent portion 42, and the tip of the foot portion 44 includes the first main bar 21 </ b> A and the second main bar 21 </ b> B. The intermediate position between the third main bar 21C and the fourth main bar 21D is not reached. For this reason, it becomes easy to install the adhesion reinforcing bar 4 at the time of construction of the reinforcing bar structure 1.

(3)また、付着補強筋4は、第2主筋21Bと第3主筋21Cとを囲み、第6主筋21Fと第7主筋21Gとに内周部が当接する第2付着補強筋4Bを有するため、せん断力が最も加わる鉄筋構造1の外周端部側をより集中して補強できる。 (3) Further, the adhesion reinforcing bar 4 has the second adhesion reinforcing bar 4B that surrounds the second main bar 21B and the third main bar 21C and whose inner peripheral part abuts on the sixth main bar 21F and the seventh main bar 21G. Further, the outer peripheral end portion side of the reinforcing bar structure 1 to which the shearing force is most applied can be reinforced more strongly.

(4)本実施形態の鉄筋コンクリート部材10では、鉄筋構造1が内部に埋設されているため、せん断力が最も加わる鉄筋コンクリート部材10の外周端部側を集中して補強できる。 (4) In the reinforced concrete member 10 of this embodiment, since the reinforced structure 1 is embed | buried inside, it can concentrate and reinforce the outer peripheral edge part side of the reinforced concrete member 10 to which a shear force is most applied.

<第2実施形態>
次に、本発明の第2実施形態について説明する。
図4ないし図6に示すように、本実施形態の鉄筋構造1Aでは、第1実施形態と異なり、各足部44は、基端が曲折部42に接続されて先端が互いに近接する方向に所定角度αだけ折り曲げられている。なお、本実施形態では、一対の腕部31は、図5における下部左側角部分に設けられている。
Second Embodiment
Next, a second embodiment of the present invention will be described.
As shown in FIGS. 4 to 6, in the reinforcing bar structure 1 </ b> A of the present embodiment, unlike the first embodiment, each foot portion 44 has a base end connected to the bent portion 42 and a predetermined end in a direction in which the distal ends approach each other. It is bent by an angle α. In the present embodiment, the pair of arm portions 31 are provided at the lower left corner portion in FIG.

このような本実施形態の鉄筋構造1A、鉄筋コンクリート部材10Aでは、第1実施形態と同様の(1)〜(4)の作用効果を奏する上に、付着補強筋4は、基端が曲折部42に接続されて先端が互いに近接する方向に折り曲げられた一対の足部44を備え、足部44の先端は、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置には至らない。このため、付着補強筋4が鉄筋構造1A内部から抜けにくくなる。また、鉄筋構造1Aの施工時に付着補強筋4を設置しやすくなる。   In the reinforcing bar structure 1A and the reinforced concrete member 10A according to the present embodiment, the same effects (1) to (4) as in the first embodiment are obtained, and the adhesion reinforcing bar 4 has a bent portion 42 at the base end. And a pair of legs 44 bent in the direction in which the tips are close to each other, and the tips of the legs 44 are at an intermediate position between the first main muscle 21A and the second main muscle 21B, and the third main muscle 21C and the second main muscle 21C. It does not reach an intermediate position with the four main muscles 21D. For this reason, it becomes difficult for the adhesion reinforcing bar 4 to come off from the inside of the reinforcing bar structure 1A. Moreover, it becomes easy to install the adhesion reinforcing bar 4 at the time of construction of the reinforcing bar structure 1A.

なお、本発明は前述の実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。
例えば、前記実施形態では、せん断補強筋3の内周に沿って第1主筋21A〜第4主筋21D、第9主筋21I及び第10主筋21Lが配筋されていたが、主筋2は、少なくとも、せん断補強筋3の四隅に配筋されていればよい。
It should be noted that the present invention is not limited to the above-described embodiments, and modifications, improvements, and the like within the scope that can achieve the object of the present invention are included in the present invention.
For example, in the above embodiment, the first main bar 21A to the fourth main bar 21D, the ninth main bar 21I, and the tenth main bar 21L are arranged along the inner periphery of the shear reinforcement bar 3, but the main bar 2 is at least It is only necessary that the bars are arranged at the four corners of the shear reinforcement 3.

た、前記実施形態では、せん断補強筋3は一対の腕部31を有していたが、せん断補強筋3は腕部31を有していなくてもよい。 Also, in the embodiment, shear reinforcement 3 had a pair of arms 31, shear reinforcement 3 may not have an arm portion 31.

また、前記実施形態では、第1付着補強筋4Aの足部44の先端は、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置には至らなかったが、これには限定されず、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置に至っていてもよい。
さらに、前記実施形態では、第2付着補強筋4Bの足部44の先端は、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置には至らなかったが、これには限定されず、第1主筋21Aと第2主筋21Bとの中間位置、及び第3主筋21Cと第4主筋21Dとの中間位置に至っていてもよい。
そして、第1付着補強筋4Aの足部44の先端と第2付着補強筋4Bの足部44の先端とが重なっていてもよい。
Moreover, in the said embodiment, the front-end | tip of the leg part 44 of 4 A of 1st adhesion reinforcement bars is in the intermediate position of 21 A of 1st principal muscles, and the 2nd principal muscle 21B, and the intermediate position of 21 C of 3rd principal muscles, and 4th principal muscle 21D. However, the present invention is not limited to this, and the intermediate position between the first main muscle 21A and the second main muscle 21B and the intermediate position between the third main muscle 21C and the fourth main muscle 21D may be reached.
Furthermore, in the said embodiment, the front-end | tip of the leg part 44 of the 2nd adhesion reinforcing bar 4B is in the intermediate position of 21 A of 1st main muscles, and the 2nd main bar 21B, and the intermediate position of 21 C of 3rd main bars, and the 4th main bar 21D. However, the present invention is not limited to this, and the intermediate position between the first main muscle 21A and the second main muscle 21B and the intermediate position between the third main muscle 21C and the fourth main muscle 21D may be reached.
And the front-end | tip of the leg part 44 of the 1st adhesion reinforcement bar | burr 4A and the front-end | tip of the foot part 44 of the 2nd adhesion reinforcement bar | burr 4B may overlap.

また、前記実施形態では、第1付着補強筋4Aのコ字状部43は、第1主筋21A、第4主筋21D及び第9主筋21Iとに当接していたが、これには限定されず、このコ字状部43が、第1主筋21A、及び、第4主筋21Dから所定距離離れていてもよく、第1主筋21A、及び、第4主筋21Dに対向していればよい。 In the embodiment, the U-shaped portion 43 of the first adhesion reinforcing bar 4A is in contact with the first main bar 21A, the fourth main bar 21D, and the ninth main bar 21I, but is not limited thereto. the U-shaped portion 43, the first main reinforcements 21A, and may be the fourth main reinforcement 21 D or al a predetermined distance apart, the first main reinforcements 21A, and, it is sufficient to face the fourth main reinforcement 21 D.

また、第2付着補強筋4Bのコ字状部43は、第2主筋21B、第3主筋21C及び第10主筋21Lと当接していたが、これには限定されず、このコ字状部43が、第2主筋21B、及び、第3主筋21Cから所定距離離れていてもよく、第2主筋21B、及び、第3主筋21Cに対向していればよい。 The U-shaped part 43 of the second adhesion reinforcing bar 4B is in contact with the second main bar 21B, the third main bar 21C, and the tenth main bar 21L. However, the U-shaped part 43 is not limited to this. but the second main reinforcements 21B, and may be the third main reinforcement 21 C or et predetermined distance, the second main reinforcements 21B, and it suffices to face the third main reinforcement 21 C.

本発明は、柱又は梁などに利用される鉄筋構造及びそれを用いた鉄筋コンクリート部材として利用できる。   INDUSTRIAL APPLICABILITY The present invention can be used as a reinforcing bar structure used for columns or beams and a reinforced concrete member using the same.

1,1A…鉄筋構造、2…主筋、3…せん断補強筋、4…付着補強筋、4A…第1付着補強筋、4B…第2付着補強筋、10,10A…鉄筋コンクリート部材、21A…第1主筋、21B…第2主筋、21C…第3主筋、21D…第4主筋、21E…第5主筋、21F…第6主筋、21G…第7主筋、21H…第8主筋、41…背部、42…曲折部、43…コ字状部、44…足部   DESCRIPTION OF SYMBOLS 1,1A ... Reinforcement structure, 2 ... Main reinforcement, 3 ... Shear reinforcement, 4 ... Adhesion reinforcement, 4A ... First adhesion reinforcement, 4B ... Second adhesion reinforcement, 10, 10A ... Reinforced concrete member, 21A ... First Main muscle, 21B ... 2nd main muscle, 21C ... 3rd main muscle, 21D ... 4th main muscle, 21E ... 5th main muscle, 21F ... 6th main muscle, 21G ... 7th main muscle, 21H ... 8th main muscle, 41 ... Back, 42 ... Bent part, 43 ... U-shaped part, 44 ... Foot

Claims (4)

軸方向に延びる複数の主筋と、
前記主筋の軸方向と交差する平面内において矩形状とされて前記主筋を囲んで配置された複数のせん断補強筋と、
前記主筋の軸方向において前記せん断補強筋と隣接して設けられた付着補強筋とを備え、
前記主筋は、前記せん断補強筋の少なくとも四隅において時計回りに配筋された第1主筋、第2主筋、第3主筋および第4主筋と、前記第1主筋と前記第2主筋との間であって前記第1主筋に隣接して設けられた第5主筋と、前記第1主筋と前記第2主筋との間であって前記第2主筋に隣接して設けられた第6主筋と、前記第3主筋と前記第4主筋との間であって前記第3主筋に隣接して設けられた第7主筋と、前記第3主筋と前記第4主筋との間であって前記第4主筋に隣接して設けられた第8主筋と、前記第1主筋と前記第4主筋との間に設けられた第9主筋と、前記第2主筋と前記第3主筋との間に設けられた第10主筋とを有し、
前記付着補強筋は、少なくとも前記第1主筋と前記第4主筋とを囲み、前記第5主筋と前記第8主筋とに内周が当接し、かつ、前記第9主筋に当接する第1付着補強筋と、少なくとも前記第2主筋と前記第3主筋とを囲み、前記第6主筋と前記第7主筋とに内周が当接し、前記第10主筋に当接する第2付着補強筋と、を有する
ことを特徴とする鉄筋構造。
A plurality of main bars extending in the axial direction;
A plurality of shear reinforcement bars arranged in a rectangular shape in a plane intersecting the axial direction of the main bars and arranged around the main bars;
An adhesive reinforcing bar provided adjacent to the shear reinforcing bar in the axial direction of the main bar,
The main bars are between the first main bar, the second main bar, the third main bar, the fourth main bar, and the first main bar and the second main bar, which are arranged clockwise in at least four corners of the shear reinforcement bar. A fifth principal muscle provided adjacent to the first principal muscle, a sixth principal muscle provided between the first principal muscle and the second principal muscle and adjacent to the second principal muscle, Between the third principal muscle and the fourth principal muscle and adjacent to the third principal muscle; between the third principal muscle and the fourth principal muscle and adjacent to the fourth principal muscle The 8th main muscle provided, the 9th main muscle provided between the 1st main muscle and the 4th main muscle, and the 10th main muscle provided between the 2nd main muscle and the 3rd main muscle And
The adhesion reinforcing bar surrounds at least the first principal muscle and the fourth principal muscle, an inner circumference abuts against the fifth principal muscle and the eighth principal muscle, and a first adhesion reinforcement which abuts against the ninth principal muscle. A muscle , and at least the second principal muscle and the third principal muscle, and has an inner circumference abutting against the sixth principal muscle and the seventh principal muscle, and a second adhesion reinforcing muscle abutting against the tenth principal muscle Reinforcement structure characterized by that.
請求項1に記載の鉄筋構造において、
前記付着補強筋は、前記主筋の軸方向と直交する方向に延びる背部の両端部から折り曲げられた一対の曲折部を有するコ字状部と、前記曲折部の先端から前記曲折部の軸方向に延びる一対の足部とを備え、
前記コ字状部は、少なくとも前記第1主筋と前記第9主筋と前記第4主筋とに対向し、
前記足部の先端は、前記第1主筋と前記第2主筋との中間位置、及び前記第3主筋と前記第4主筋との中間位置には至らない
ことを特徴とする鉄筋構造。
In the reinforcing bar structure according to claim 1,
The adhesion reinforcing bar includes a U-shaped part having a pair of bent parts bent from both ends of a back part extending in a direction orthogonal to the axial direction of the main bar, and from the tip of the bent part to the axial direction of the bent part. A pair of extending legs,
The U-shaped portion is opposed to at least the first principal muscle, the ninth principal muscle, and the fourth principal muscle,
The rebar structure is characterized in that the tip of the foot does not reach an intermediate position between the first and second main bars and an intermediate position between the third and fourth main bars.
請求項1に記載の鉄筋構造において、
前記付着補強筋は、前記主筋の軸方向と直交する方向に延びる背部の両端部から折り曲げられた一対の曲折部を有するコ字状部と、基端が前記曲折部に接続されて先端が互いに近接する方向に折り曲げられた一対の足部とを備え、
前記コ字状部は、少なくとも前記第1主筋と前記第9主筋と前記第4主筋とに対向し、
前記足部の先端は、前記第1主筋と前記第2主筋との中間位置、及び前記第3主筋と前記第4主筋との中間位置には至らない
ことを特徴とする鉄筋構造。
In the reinforcing bar structure according to claim 1,
The adhesion reinforcing bar has a U-shaped part having a pair of bent parts bent from both ends of a back part extending in a direction perpendicular to the axial direction of the main bar, and a base end connected to the bent part, and the distal ends thereof are mutually connected. A pair of legs bent in the direction of approach,
The U-shaped portion is opposed to at least the first principal muscle, the ninth principal muscle, and the fourth principal muscle,
The rebar structure is characterized in that the tip of the foot does not reach an intermediate position between the first and second main bars and an intermediate position between the third and fourth main bars.
請求項1ないし請求項のいずれかに記載の鉄筋構造が内部に埋設された
ことを特徴とする鉄筋コンクリート部材。
A reinforced concrete member, wherein the reinforcing bar structure according to any one of claims 1 to 3 is embedded therein.
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