JP2013036185A - Reinforcement structure provided with joint hardware portion and opening hole part arranged side by side - Google Patents

Reinforcement structure provided with joint hardware portion and opening hole part arranged side by side Download PDF

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JP2013036185A
JP2013036185A JP2011171544A JP2011171544A JP2013036185A JP 2013036185 A JP2013036185 A JP 2013036185A JP 2011171544 A JP2011171544 A JP 2011171544A JP 2011171544 A JP2011171544 A JP 2011171544A JP 2013036185 A JP2013036185 A JP 2013036185A
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reinforcing bar
opening
reinforcement
joint
reinforcing
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JP5985799B2 (en
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Yasuhiro Matsuzaki
育弘 松崎
Tomiro Kaya
富郎 茅
Masahiro Abukawa
真大 虻川
Koki Endo
功樹 遠藤
Migiwa Murayama
水浜 村山
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Splice Sleeve Japan Ltd
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Splice Sleeve Japan Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a structural reinforcement structure in which an opening hole part is provided in the same member provided with a joint hardware and which solves the structural problem caused by the joint hardware and the opening hole part.SOLUTION: A reinforcement structure reinforces main structure parts of a building made of reinforced concrete, steel framed reinforced concrete or the like by using a joint hardware 1 for each of joints of main reinforcements 2 of the same members of the main structure parts of the building and providing an opening hole part 6 beside the joint hard ware 1 portion. The joint hardware 1 portion, ensuring a dimension allowing gathering shear reinforcements 4a wound around the main reinforcements 2 at the end outer position of the joint hardware 1 and opening hole part reinforcements 7 arranged around the opening hole part 6 to be individually arranged side by side or allowing the opening hole part reinforcement 7 to enter the arrangement position of the gathering shear reinforcements 4a and to be arranged there, and the opening hole portion 6 are arranged side by side between the opening hole part side end of the joint hardware 1 and the joint hardware 1 side end of the opening hole part 6.

Description

本発明は、鉄筋コンクリート造又は鉄骨鉄筋コンクリート造等の建築や土木等の構築物や構造物(以下、単に構築物という)の梁や柱等の主要構造部における鉄筋の継手手段として継手金物を使用し、その継手金物の配設部位に併設して開孔部や開孔部(以下、開孔部という)を設けた構造において、該継手金物部位と開孔部とを補強する構造に関するものである。   The present invention uses a fitting hardware as a joint means for reinforcing bars in a main structure part such as a beam or a column of a structure or structure (hereinafter simply referred to as a structure) such as a reinforced concrete structure or a steel reinforced concrete structure or a structure such as civil engineering, The present invention relates to a structure in which an opening portion and an opening portion (hereinafter referred to as an opening portion) are provided side by side with a joint hardware arrangement portion and the joint hardware portion and the opening portion are reinforced.

近年、鉄筋コンクリート造又は鉄骨鉄筋コンクリート造等の構築物の主要構造部に使用する鉄筋の継手手段として、スリーブ状の継手金物が使用されている。該継手金物は、図6の点線に示すように、その両端部から各々鉄筋(以下、継手金具を使用する鉄筋を主筋という)を挿入し、該継手金物の内側で固定する構造としているので、該継手金物の外径は主筋径と比較して太径となっている。従って、主要構造部のせん断力補強等の有効手段として該継手金物を配設した部位にスターラップ筋或いはフープ筋等のせん断補強筋を設け、該せん断補強筋を相互に対向する位置の最外側に位置する該継手金物の外側壁間に小間隔毎或いは密接に並べて架け渡したりスパイラル状に連続的に架け渡して(以下、それらを総称して巻き付け、と表現する)いる。しかし、上記したように、該継手金物は太径のため、該外側壁間に巻き付けられた該せん断補強筋は他の位置となる主筋の最外側に巻き付けられたものより大気に近い外方位置(コンクリートの表面側)へ突出することになり、それにより構築物の必要とするかぶり厚となるコンクリート部分が他の位置より外方へ突出することになり、そのことは当該部位のみならず他の部位全体のかぶり厚を厚くするとか、主筋の位置を内側へ移動(主筋の位置を下げる)させる設計変更等を余儀なくされ、それら設計変更や施工においても効率的ではなく、経済的ではなかった。   2. Description of the Related Art In recent years, sleeve-shaped joint hardware has been used as a joint means for reinforcing steel bars used in main structural parts of structures such as reinforced concrete structures or steel reinforced concrete structures. As shown in the dotted line of FIG. 6, the joint hardware has a structure in which reinforcing bars are inserted from both ends thereof (hereinafter, the reinforcing bars using joint fittings are referred to as main bars) and are fixed inside the joint hardware. The outer diameter of the fitting hardware is larger than the main bar diameter. Accordingly, as an effective means for reinforcing the shearing force of the main structure portion, a shear reinforcing bar such as a stirrup or a hoop is provided at the part where the joint hardware is disposed, and the outermost positions at positions where the shear reinforcing bars are opposed to each other. Between the outer walls of the joint hardware positioned at the position of the joint hardware, they are bridged in small intervals or closely arranged or continuously in a spiral shape (hereinafter collectively referred to as “winding”). However, as described above, since the joint hardware has a large diameter, the shear reinforcement bars wound between the outer walls are closer to the atmosphere than those wound on the outermost side of the main bars as other positions. It will protrude to the (concrete surface side), so that the concrete part with the cover thickness required for the structure will protrude outward from other positions, which is not only the part concerned but also other parts It was necessary to change the design to increase the cover thickness of the entire part or move the position of the main muscle inward (lower the position of the main muscle), and the design change and construction were not efficient and economical.

そこで、図6に示すように、対向する位置の継手金物A間にせん断補強筋Bを巻き付けることなく該継手金物Aの端部となる主筋の入り口部の外方に複数の又は所定のせん断補強が得られる単数及び複数本の鉄筋又は数回巻いて巾のある状態とした鉄筋或いは予め束ねた1本巻きの単数の鉄筋を複数本集約した鉄筋等を主筋に巻き付け(以下、上記した単数或いは予め束ねたせん断補強筋等様々な形態が想定されるが、それらを総称して集約せん断補強筋或いは鉄筋を束ねた集約せん断補強筋という)、該せん断補強筋Bや集約せん断補強筋Cが外方へ突出してかぶり厚に影響を与えないようにして当該部位に生じる所定のせん断力に耐える構造としていた。なお、図6は、該継手金物Aを横方向に設けた実施例であるが、柱等の縦方向でも同様の構造となる。   Therefore, as shown in FIG. 6, a plurality of or predetermined shear reinforcements are provided outside the entrance portion of the main bar which is the end of the joint hardware A without wrapping the shear reinforcement B between the joint hardware A at opposite positions. Wrapping around the main bar a single bar and a plurality of rebars, or a rebar that has been rolled several times, or a single bar that has been bundled in advance, or a single bar that has been bundled together. Various forms such as pre-bundled shear reinforcing bars are assumed, but these are collectively called aggregated shear reinforcing bars or aggregated shear reinforcing bars in which reinforcing bars are bundled), and the shear reinforcing bar B and the aggregated shear reinforcing bar C The structure has a structure that can withstand a predetermined shearing force generated in the portion so as not to affect the cover thickness. FIG. 6 shows an embodiment in which the joint hardware A is provided in the horizontal direction, but the structure is the same in the vertical direction of a column or the like.

他方、開孔部においても、該開孔部が設けられる箇所にはその上下或いは左右に位置する主筋間に該開孔部を通過するようにしてせん断補強筋を巻き付けること或いはせん断補強筋を切断することは構造上できないので、該開孔部を囲む箇所に別途開孔部専用の孔際補強筋を設ける必要があった。   On the other hand, also in the opening portion, a portion where the opening portion is provided is wound with a shear reinforcing bar so as to pass through the opening portion between the upper and lower or left and right main bars, or the shear reinforcing bar is cut. Since this is impossible due to the structure, it is necessary to separately provide a hole reinforcing bar dedicated to the opening at a location surrounding the opening.

上記構築物を構成する主要構造部の梁や柱において、継手金物を設けた梁や柱と同一部材に開孔部を併設して設けなければならない設計が生じることがある。その場合、該継手金物の一方又は双方の端部となる主筋の入り口部から開孔部が配設される箇所までの間に少なくとも該継手金物の集約せん断補強筋及び開孔部補強筋が別個に併設配筋できるか該開孔部補強筋が該集約せん断補強筋の配筋位置に入り込んで配筋できる寸法を確保した上で該継手金物と開孔部の位置を決定することになる。   In the beam or column of the main structure part constituting the above structure, there may be a design in which an opening portion must be provided in the same member as the beam or column provided with the joint hardware. In that case, at least the joint shear reinforcement bar and the aperture reinforcement bar of the joint bracket are separately provided from the entrance part of the main bar which is one or both ends of the joint metal part to the place where the aperture part is provided. The position of the joint hardware and the opening portion is determined after securing the dimension that the opening reinforcing bar enters the bar arrangement position of the aggregated shear reinforcing bar and can arrange the reinforcing bar.

特開平7−3942号公報JP-A-7-3942 特開2002−356953号公報JP 2002-356953 A

本発明は、上記状況を考慮し、継手金物を設けた同一部材に開孔部を併設した構造で、該継手金物と開孔部とにより生じる構造上の補強問題を解決するために、該継手金物を補強するための集約せん断補強筋にあっては該開孔部側に位置する集約せん断補強筋及び該開孔部側にあっては該継手金物側に位置する開孔部補強筋の各々が両者間に別個に併設配筋できるか該開孔部補強筋が該集約せん断補強筋の配筋位置に入り込んで配筋できる寸法を確保し、同一部材に該継手金物と開孔部とを併設しても構造上問題のない構築物の主要構造部の補強構造に関するものである。   In view of the above situation, the present invention has a structure in which an opening is provided in the same member provided with a fitting, and the joint is provided in order to solve the structural reinforcement problem caused by the fitting and the opening. In the case of the intensive shear reinforcement for reinforcing the hardware, each of the intensive shear reinforcement located on the side of the aperture and the aperture reinforcement located on the side of the joint on the side of the aperture Can be arranged separately between the two, or the hole reinforcement bar enters the bar arrangement position of the aggregated shear reinforcement bar to secure the dimension that can be arranged, and the joint hardware and the hole part are attached to the same member. The present invention relates to a reinforcing structure of a main structural part of a structure that has no structural problem even if it is additionally provided.

本発明は、鉄筋コンクリート造又は鉄骨鉄筋コンクリート造等の構築物の主要構造部の同一部材に主筋の継手に継手金物を使用し、該継手金物部位に併設して開孔部を設け、その各々を補強する補強構造において、該継手金物の開孔部側端部と開孔部の継手金物側端部との間に、該継手金物の端部外方位置の主筋に巻き付けた集約せん断補強筋及び該開孔部周囲に配筋した開孔部補強筋の各々の補強筋が別個に併設配筋できるか該開孔部補強筋が該集約せん断補強筋の配筋位置に入り込んで配筋できる寸法を確保してなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   The present invention uses joint fittings for joints of main reinforcing bars to the same members of the main structural parts of structures such as reinforced concrete structures or steel reinforced concrete structures, and provides opening portions adjacent to the joint hardware parts to reinforce each of them. In the reinforcing structure, the joint shear reinforcement bar wound around the main bar at the outer position of the end of the joint hardware and the opening between the end of the joint hardware on the opening side and the end of the joint on the joint hardware side. Whether each reinforcing bar of the opening part reinforcing bar arranged around the hole part can be arranged separately or ensure that the opening part reinforcing bar enters the bar arrangement position of the aggregated shear reinforcing bar and can be arranged It is characterized by a reinforcing structure in which a joint metal part and an opening portion are arranged side by side.

また、上記開孔部補強筋は、主筋に巻き付けた孔際補強筋及び開孔部周囲を囲む開孔部囲繞補強筋とよりなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Further, the opening portion reinforcing bar is characterized by a reinforcing structure in which a joint metal part including an opening portion surrounding reinforcing bar surrounding the periphery of the opening portion and an opening portion are arranged side by side. And

更に、上記集約せん断補強筋及び/又は孔際補強筋は、複数のせん断補強筋を主要構造部の長手方向において密接配筋してなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Further, the aggregated shear reinforcing bar and / or the edge reinforcing bar has a reinforcing structure in which a joint metal part formed by closely arranging a plurality of shear reinforcing bars in the longitudinal direction of the main structure part and an opening part are disposed side by side. Features.

また、上記集約せん断補強筋及び/又は孔際補強筋は、複数のせん断補強筋を主要構造部の長手方向において小間隔を有した集中状態で配筋してなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   In addition, the aggregated shear reinforcement and / or the hole reinforcement include a joint metal part and an opening portion formed by arranging a plurality of shear reinforcement bars in a concentrated state with small intervals in the longitudinal direction of the main structure portion. It features a reinforcing structure that is placed side by side.

更に、上記集約せん断補強筋及び/又は孔際補強筋は、1本の鉄筋或いは1本の鉄筋を数回巻いた鉄筋としてなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Further, the aggregated shear reinforcing bar and / or the edge reinforcing bar is characterized by a reinforcing structure in which a joint metal part formed as one reinforcing bar or a reinforcing bar obtained by winding a single reinforcing bar several times and an opening portion are disposed side by side. To do.

また、上記開孔部囲繞補強筋は、直線部材と斜材部材とを組み合わせてなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Further, the opening portion surrounding reinforcing bar is characterized by a reinforcing structure in which a joint metal part formed by combining a linear member and an oblique member and an opening portion are disposed side by side.

更に、上記開孔部囲繞補強筋は、四角形部材と多角形部材或いは多角形部材相互又は多角形部材と湾曲部材或いは湾曲部材相互等を適宜組み合わせてなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Further, the opening portion surrounding reinforcing bar is provided with a joint metal part and an opening portion formed by appropriately combining a rectangular member and a polygonal member, or between polygonal members, or a polygonal member and a bending member or mutual bending members. Features a reinforced structure.

また、上記開孔部囲繞補強筋は、開孔部の長手方向に沿って延出し、該開孔部を囲むスパイラル状の鉄筋とした継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Further, the opening portion surrounding reinforcing bar has a reinforcing structure in which a joint metal part and an opening portion which are extended along the longitudinal direction of the opening portion and are formed as a spiral reinforcing bar surrounding the opening portion are arranged side by side. Features.

更に、上記開孔部囲繞補強筋は、主筋、せん断補強筋、孔際補強筋、集約せん断補強筋、中子筋、その他開孔部周囲の補強筋等に連結してなる継手金物部位と開孔部とを併設配置した補強構造を特徴とする。   Furthermore, the above-mentioned opening portion surrounding reinforcing bars are connected to a joint metal part connected to a main reinforcing bar, a shear reinforcing bar, an edge reinforcing bar, an aggregated shear reinforcing bar, a core reinforcing bar, and other reinforcing bars around the opening. It is characterized by a reinforcing structure with a hole.

本発明は、継手金物の端部外方の主筋に集約せん断補強筋を巻き付けることにより対向する該継手金物本体の外側壁間にせん断補強筋を巻き付ける必要がなくなり、その巻き付けた集約せん断補強筋により当該部分からせん断補強筋が外方へ突出することがなく、コンクリートのかぶり厚の増加を防止し、主筋の位置を内側へ移動させる設計変更等をすることもなく、コンクリート使用量の増分がなくなり更に通常の設計や施工を行うことができ、不経済ではなくなった。   The present invention eliminates the need to wind a shear reinforcement bar between the outer walls of the joint metal body facing each other by winding an aggregate shear reinforcement bar around the main bar outside the end of the joint metal, The shear reinforcement bars do not protrude outward from the part, the increase in the cover thickness of the concrete is prevented, the design is not changed to move the position of the main bars inward, and the increase in the amount of concrete usage is eliminated. Furthermore, normal design and construction can be performed, and it is no longer uneconomical.

また、開孔部において、該開孔部周囲の上下或いは左右に位置する主筋間に孔際補強筋及び該開孔部周囲を囲む開孔部囲繞補強筋等の開孔部補強筋を設けることにより該開孔部を有効的に補強することが可能となった。   Further, in the opening portion, an opening portion reinforcing bar such as a hole reinforcing reinforcement and an opening portion surrounding reinforcing bar surrounding the periphery of the opening portion is provided between the main bars located above and below or right and left around the opening portion. This makes it possible to effectively reinforce the aperture.

更に、上記した継手金物の開孔部側の集約せん断補強筋、開孔部の継手金物側の開孔部補強筋となる該開孔部囲繞補強筋及び孔際補強筋とが別個に併設配筋できるか該開孔部補強筋が該集約せん断補強筋の配筋位置に入り込んで配筋できる寸法を該継手金物と開孔部との間に確保することにより、同一部材において該継手金物部位と開孔部とを併設した状態で配置することができ、要求される設計に合理的に対応できることが可能となった。   In addition, the above-mentioned joint shear reinforcing bar on the opening side of the joint metal, and the perimeter reinforcing bar on the joint part on the side of the joint metal side of the opening part and the reinforcement at the edge of the joint are separately provided. By securing a dimension between the joint hardware and the opening portion, the joint hardware part can be placed in the same member by ensuring that the opening reinforcement can enter the bar arrangement position of the aggregated shear reinforcement and arrange the reinforcement between the joint hardware and the opening. And the opening portion can be arranged side by side, making it possible to rationally meet the required design.

また、上記開孔部周囲を囲む開孔部囲繞補強筋として斜材部材或いは湾曲部材及びそれらに連続する直線部材を有する補強筋を配筋し、少なくともその一部を対向する主筋間に巻き付けた該孔際補強筋と重ねて或いは近接する位置で固定することにより強固な補強が得られ、該開孔部の有効的な補強を得ることが可能となった。   Further, as the opening portion surrounding reinforcing bars surrounding the opening portion, reinforcing bars having diagonal members or curved members and linear members continuous therewith are arranged, and at least a part thereof is wound between the opposing main bars. It is possible to obtain a strong reinforcement by overlapping the reinforcing reinforcement at the hole or by fixing it at a position close to it, and to obtain an effective reinforcement of the opening portion.

構築物の主要構造部の継手金物部位と開孔部とを併設配置した補強構造の長手方向の側面図。The side view of the longitudinal direction of the reinforcement structure which arranged joint metal part and opening part of the main structure part of a structure side by side. 構築物の主要構造部の継手金物部位と開孔部とを併設配置した補強構造の長手方向の平面図。The top view of the longitudinal direction of the reinforcement structure which arrange | positioned the joint metal part and opening part of the main structure part of the structure side by side. (a)開孔部補強構造の短手方向の断面図、(b)同他の実施例の断面図、(c)同他の実施例の断面図。(A) Cross-sectional view of the opening portion reinforcing structure in the lateral direction, (b) Cross-sectional view of the other embodiment, (c) Cross-sectional view of the other embodiment. 継手金物部位と開孔部とを併設配置した補強構造の他の実施例の長手方向の側面図。The side view of the longitudinal direction of the other Example of the reinforcement structure which arranged joint metal part and the opening part side by side. 継手金物部位と開孔部とを併設配置した補強構造の開孔部側の他の実施例の長手方向の側面図。The side view of the longitudinal direction of the other Example of the opening part side of the reinforcement structure which arranged joint metal part and the opening part side by side. 従来の継手金物部位における集約せん断補強筋を示す側面図。The side view which shows the intensive shear reinforcement in the conventional joint metal part.

以下、図面を参考に本発明を実施するための最良の形態についてその実施例に基づいて説明する。   Hereinafter, the best mode for carrying out the present invention will be described with reference to the drawings.

図1及び図2は、本発明の主筋相互を連結する継手金物を設けた部位に併設して開孔部を設け、その両者の補強構造に関する実施例を示したものである。1は鉄筋コンクリート造又は鉄骨鉄筋コンクリート造等の構築物の梁又は柱等の主要構造部の左右或いは上下方向に延びる主筋2の端部相互を連結するための継手金物で、該継手金物1への主筋挿入部となる両端部3a、3bの外方にスターラップ筋或いはフープ筋等のせん断補強筋を密接或いは小間隔を有した集中状態で或いは所定のせん断補強が得られる単数の鉄筋で主筋2の長手方向に沿ってその上下或いは左右の最外側に位置する対向する主筋2間に巻き付けて集約せん断補強筋4a、4bとしている。なお、実施例は梁を示しているので、図での主筋2は上下に位置している。   FIG. 1 and FIG. 2 show an embodiment relating to a reinforcing structure of both of the present invention, in which an opening is provided adjacent to a portion provided with a joint metal fitting for connecting the main bars to each other. 1 is a joint metal for connecting the ends of main bars 2 extending in the left-right or up-down direction of the main structure such as a beam or a column of a structure such as a reinforced concrete structure or a steel reinforced concrete structure, and the insertion of the main bar into the joint metal 1 The longitudinal direction of the main bar 2 is a single reinforcing bar that provides a predetermined shear reinforcement in a concentrated state with close or small spacing between stirrup bars or hoop bars or the like on the outer sides of both ends 3a and 3b. It winds between the opposing main reinforcements 2 located in the upper and lower sides or the outermost right and left along the direction, and it is set as the aggregate shear reinforcement bars 4a and 4b. In addition, since the Example has shown the beam, the main reinforcement 2 in a figure is located up and down.

梁又は柱等の主要構造部に設けるせん断補強筋5は、一定の間隔毎に主筋2に巻き付けて配筋しているが、本実施例では該継手金物1を設けた部位には上記従来の欠点で示した理由により該せん断補強筋5を設けていない。それにより継手金物部位はせん断補強筋5が存在しない空間部Sとなるため、その補強手段として該継手金物1の両端部3a、3bの外方となる位置に該継手金物に密接して集約せん断補強筋4a、4bを対向する主筋2間に巻き付け配筋している。   The shear reinforcement bars 5 provided in the main structural part such as a beam or a column are wound around the main bars 2 at regular intervals, and in this embodiment, the above-described conventional reinforcement bars 1 are provided at the site where the joint hardware 1 is provided. The shear reinforcing bar 5 is not provided for the reason indicated by the defect. As a result, the joint hardware part becomes a space S where the shear reinforcement bars 5 do not exist, and as a reinforcing means, the joint shear is in close contact with the joint hardware at positions outside the both ends 3a and 3b of the joint hardware 1. The reinforcing bars 4a and 4b are wound and arranged between the main bars 2 facing each other.

設計上、同一部材において上記した継手金物1から近い位置に開孔部6を設けなければならない状態が生じることがある。その際、該継手金物1と開孔部6との配置間隔には様々な寸法が考えられるが、該継手金物1同様、該開孔部6においても有効な補強手段を講じる必要があるので、両者の補強ができる間隔さえ得られれば両者を併設することが可能となる。そこで、上記した継手金物1の開孔部6側に位置する集約せん断補強筋4aと下記する開孔部6の継手金物1側に位置する孔際補強筋及び場合によっては一般部せん断補強筋が入っても良いように配筋できる間隔さえ得られれば両者を併設することができることになる。   In terms of design, there may be a situation in which the opening 6 must be provided at a position close to the above-described fitting 1 in the same member. At that time, although various dimensions can be considered for the arrangement interval between the joint hardware 1 and the opening 6, it is necessary to take effective reinforcing means in the opening 6 as well as the joint hardware 1. It is possible to place both of them together as long as the distance between them can be reinforced. Therefore, the above-described aggregated shear reinforcing bar 4a located on the side of the opening 6 of the joint hardware 1, the edge reinforcing bar located on the side of the joint metal 1 of the opening 6 described below, and in some cases, the general part shear reinforcing bar. As long as it is possible to arrange the bars so that they can enter, both of them can be installed side by side.

該開孔部6の開孔部補強筋として、本実施例では該開孔部6の周囲を囲むようにして補強する開孔部囲繞補強筋7及び該開孔部6に近接した位置の左右に該開孔部6からのかぶり厚さ分の寸法を確保して孔際補強筋8a、8bを配筋している。該孔際補強筋8a、8bは、対向する主筋2間に巻き付けて配筋している。該開孔部6の周囲を囲む該開孔部囲繞補強筋7は、その一部が該孔際補強筋8a、8bと重なって或いは近接する位置で配筋することにより補強上有効な配筋となる。   In this embodiment, the opening portion surrounding reinforcing bars 7 that reinforce the opening portion 6 so as to surround the periphery of the opening portion 6, and the positions adjacent to the opening portion 6, Reinforcing reinforcing bars 8a and 8b are arranged by securing a dimension corresponding to the cover thickness from the opening 6. The edge reinforcing bars 8a and 8b are wound around the opposing main bars 2 and arranged. The opening portion surrounding reinforcing bars 7 surrounding the periphery of the opening portion 6 are arranged in a position overlapping or adjacent to the hole reinforcing bars 8a and 8b so that reinforcement is effective for reinforcement. It becomes.

該開孔部囲繞補強筋7は、本実施例では内側から外側にかけての四角形状或いは変形多角形状の第1補強筋9、該第1補強筋9の外側から内側にかけての四角形状或いは変形多角形状の第2補強筋10で取り囲むようにして二重配筋となるように形成している。また、第1補強筋9、第2補強筋10の内側及び外側位置を逆にしたり、或いはそれらを連続状態で形成したり、また、それらを三重、四重、…にした形状も該開孔部6及び施工の状況により適宜考えられる。   In the present embodiment, the opening portion surrounding reinforcing bar 7 is a rectangular or deformed polygonal first reinforcing bar 9 extending from the inside to the outside, and a rectangular or deforming polygonal shape extending from the outside to the inside of the first reinforcing bar 9. The second reinforcing bars 10 are surrounded by a double reinforcing bar. Further, the inside and outside positions of the first reinforcing bar 9 and the second reinforcing bar 10 are reversed, or they are formed in a continuous state, and the shape in which they are triple, quadruple,. It is considered as appropriate depending on the part 6 and the construction situation.

図1に示すように、上記開孔部囲繞補強筋7は、一方の孔際補強筋8a側を基点として上方の主筋2に向かって該開孔部6を囲むようにして斜材部材11を設け、折曲部12から折り曲げて他方の孔際補強筋8bへ向かって斜材部材13を設け、更に、折曲部14で折り曲げて下方の主筋2に向かって集約せん断補強筋4aと平行となる平行部材15を設け、更に、折曲部16で折り曲げて斜材部材17を設け、折曲部18で折り曲げて主筋2と平行となる平行部材19とし、折曲部20で折り曲げ、斜材部材21他方側の折曲部22で折り曲げてスタート位置となる基点と接する孔際補強筋8と平行となる平行部材23とし、全体として多角形形状の第1補強筋9としている。   As shown in FIG. 1, the opening portion surrounding reinforcing bar 7 is provided with an oblique member 11 so as to surround the opening portion 6 toward the upper main reinforcing bar 2 with the one side edge reinforcing bar 8a as a base point. The diagonal member 13 is provided by bending from the bent portion 12 toward the other edge reinforcing bar 8b, and further bent by the bent portion 14 and parallel to the aggregated shear reinforcing bar 4a toward the lower main bar 2. The member 15 is provided, and further, the diagonal member 17 is provided by being bent at the bent portion 16, and the parallel member 19 is bent at the bent portion 18 to be parallel to the main reinforcing bar 2, and is bent at the bent portion 20. A parallel member 23 that is parallel to the hole reinforcing bar 8 that is bent at the bent portion 22 on the other side and is in contact with the base point that is the start position is used as the first reinforcing bar 9 having a polygonal shape as a whole.

上記第1補強筋9と連続或いは固定又は断続状態で一体として作用することになる折曲部22より該孔際補強筋8と平行となる平行部材23により所定長の延設後、該上方の主筋2に向かって折曲部24で折り曲げ、該斜材部材11の外側に該斜材部材11と平行状態で斜材部材25を設け、その一端の折曲部26で折り曲げて該折曲部12と接する或いは固定又は断続状態で一体として作用して該上方の主筋2と平行となるように折曲部27の位置まで延設して平行部材28とし、該折曲部27より集約せん断補強筋4a側へ折り曲げて斜材部材29とし、折曲部30により折り曲げて該集約せん断補強筋4aと平行となるように平行部材31を設け、折曲部14と重なる位置の折曲部まで延設し、該折曲部14の位置から下方の主筋2に向かって該斜材部材17と平行となるように折り曲げて斜材部材32とし、次の折曲部33まで延設し、該折曲部33で折り曲げて孔際補強筋8側へ延設して斜材部材34とし、スタート部となる基点へ戻り一体とし、全体として多角形形状の第2補強筋10を形成している。   After extending a predetermined length by a parallel member 23 parallel to the perforated reinforcing bar 8 from the bent part 22 which acts as an integral with the first reinforcing bar 9 in a continuous or fixed or intermittent state, The bent member 24 is bent toward the main bar 2 at the bent portion 24, the diagonal member 25 is provided outside the diagonal member 11 in a state parallel to the diagonal member 11, and the bent member 26 is bent at one end of the bent member 26. 12 is in contact with or fixedly or intermittently acting as a unit and extends to the position of the bent portion 27 so as to be parallel to the upper main bar 2 to form a parallel member 28. The diagonal member 29 is bent to the side of the line 4a, the parallel member 31 is provided so as to be parallel to the aggregated shear reinforcement bar 4a by bending at the bent part 30, and extends to the bent part where the bent part 14 is overlapped. From the position of the bent portion 14 to the lower main muscle 2 The diagonal member 17 is bent to be parallel to the diagonal member 17 and is extended to the next bent portion 33. The bent portion 33 is bent and extended toward the hole reinforcing bar 8 side. The diagonal member 34 is returned to the base point that becomes the start portion and is integrated, and the second reinforcing bar 10 having a polygonal shape as a whole is formed.

上記実施例の場合、継手金物1部位と開孔部6とが位置するその間の間隔は、該継手金物1の開孔部6側となる端部3aに配筋された集約せん断補強筋4aと開孔部6の該継手金物1側に配筋された孔際補強筋8bが別個に併設配筋できるか該開孔部補強筋が該集約せん断補強筋の配筋位置に入り込んで配筋できる寸法さえ確保できれば、同一部材において継手金物1と開孔部6とを併設配置することが可能となる。なお、該継手金物1と開孔部6の間隔は、各々の集約せん断補強筋4a、孔際補強筋8b間に通常間隔のせん断補強筋5を適宜本数設けることが可能な相互に離れた間隔とすることも可能である。   In the case of the said Example, the space | interval between the position where the joint metal 1 site | part and the opening part 6 are located is the aggregate shear reinforcement 4a arranged at the edge part 3a which becomes the hole part 6 side of this joint metal 1, and The perforated reinforcing bar 8b arranged on the joint metal 1 side of the opening 6 can be separately arranged, or the perforated reinforcing bar can be arranged by entering the arrangement position of the aggregated shear reinforcing bar. As long as the dimensions can be ensured, the joint hardware 1 and the opening 6 can be disposed side by side in the same member. In addition, the space | interval of this joint metal 1 and the opening part 6 is the space | interval which can mutually provide the number of the normal space | interval shear reinforcement bars 5 between each aggregated shear reinforcement bar 4a and the hole reinforcement bar 8b suitably. It is also possible.

上記第1補強筋9と第2補強筋10とにより開孔部囲繞補強筋7としているが、図3(a)、(b)に示すように、該開孔部囲繞補強筋7は、梁の手前側及び奥側に位置する孔際補強筋8a、8bの内側で上下の主筋間に配筋し、図1に示すように、固定手段35、36によりそれらに固定している。また、図3(c)にあっては、梁の手前側及び奥側に位置する孔際補強筋8a、8b、主筋2の他に中子筋37にも沿って開孔部囲繞補強筋7を配筋し、固定手段によってそれらに固定し、開孔部6の補強構造としている。中子筋37にはその前面又は背面位置或いは中子筋37を中心としてその両面に該開孔部囲繞補強筋7を固定する実施例とすることもできる。   The first reinforcing bar 9 and the second reinforcing bar 10 form an opening portion surrounding reinforcing bar 7. As shown in FIGS. 3 (a) and 3 (b), the opening portion surrounding reinforcing bar 7 has a beam The reinforcing bars 8a and 8b located on the front side and the back side are arranged between the upper and lower main bars and fixed to them by fixing means 35 and 36 as shown in FIG. Further, in FIG. 3C, the opening portion surrounding reinforcing bars 7 along the core reinforcing bars 37 in addition to the edge reinforcing bars 8 a and 8 b and the main reinforcing bars 2 positioned on the near side and the deep side of the beam. Are fixed to them by a fixing means, and a reinforcing structure of the opening 6 is formed. The core reinforcement 37 may be an embodiment in which the opening portion surrounding reinforcing bars 7 are fixed to the front or back position of the core reinforcement 37 or the both sides of the core reinforcement 37 as a center.

上記継手金物1及び開孔部6に採用される集約せん断補強筋4a、4b、孔際補強筋8a、8bは、対向する主筋2間において複数のせん断補強筋を密接状態で束ねて配筋したもの、小間隔を有して集中状態で配筋したもの、1本の鉄筋を巻き付け配筋したもの等様々な対応が考えられる。   Aggregate shear reinforcement bars 4a and 4b and edge reinforcement bars 8a and 8b employed in the joint hardware 1 and the opening 6 are arranged by bundling a plurality of shear reinforcement bars in close contact between the opposing main bars 2. Various correspondences are possible, such as ones that are arranged in a concentrated state with small intervals, ones that are wound with a single reinforcing bar.

図4は、鉄筋の継手金物を設けた部位と開孔部を設けた箇所との間隔に、鉄筋を組んで開孔部を補強する実施例を示したものである。継手金物38の両端部40a、40bにその外方にスターラップ筋或いはフープ筋等のせん断補強筋の複数本を密接或いは小間隔を有して集中状態で配筋して集約せん断補強筋41a、41bとしている。また、1本の鉄筋或いは1本の鉄筋を数回巻いた鉄筋としてもよい。該継手金物38に近接した位置に開孔部42を設ける場合は、該開孔部囲繞補強筋の定着部を空間部Sに達する或いは空間部を貫通するように配筋することも可能であり、該空間部Sを配筋スペースとすることができる。   FIG. 4 shows an embodiment in which reinforcing holes are reinforced by assembling reinforcing bars in a space between a portion where a reinforcing metal fitting is provided and a portion where an opening is provided. Aggregate shear reinforcement bars 41a by arranging a plurality of shear reinforcement bars, such as stirrup bars or hoop bars, in close contact with each other in a concentrated state at both ends 40a, 40b of the joint metal piece 38, 41b. Moreover, it is good also as a rebar which wound one rebar or one rebar several times. When the opening 42 is provided at a position close to the fitting 38, the fixing portion of the opening surrounding reinforcing bar can be arranged to reach the space S or to penetrate the space. The space S can be a bar arrangement space.

本実施例の開孔部42を囲む開孔部囲繞補強筋43は、主筋39方向となる長手方向に延設した鉄筋と該開孔部42を囲む斜材部材となる鉄筋とを折り曲げ形成した鉄筋を組み合せることにより該開孔部42を囲繞する補強筋としたものである。   The opening portion surrounding reinforcing bar 43 surrounding the opening portion 42 of the present embodiment was formed by bending a reinforcing bar extending in the longitudinal direction corresponding to the main bar 39 direction and a reinforcing bar serving as a diagonal member surrounding the opening portion 42. Reinforcing bars that surround the opening 42 are formed by combining reinforcing bars.

該開孔部囲繞補強筋43は、継手金物38の一端部40a側より、上方側の主筋39の長手方向へ延設する方向と同一方向へ該主筋39と平行に延設した延長部材44と一方の該孔際補強筋45bの内側背面を通過し、該開孔部42の開孔縁から離れた位置に折曲部46を設け、該折曲部46から、下方の主筋39側へ折曲し、他方の該孔際補強筋45aの内側背面を通過し、下方側の主筋39の長手方向へ延設する方向と同一方向へ該下方の主筋39と平行に延設して延長部材47とし、該延長部材47は折曲部48により折り曲げられて連続的に延設され、該折曲部46、48間に斜材部材49を設けてなる第1補強筋50と、上記第1補強筋50と同様の形状とし、折曲部51、52間の斜材部材53を、該開孔部42の上記斜材部材49とは開孔部42を挟んで反対側位置を通過するようにし、該折曲部51、52からは各々延長部材54、55を設け、それらにより第2補強筋56とし、上記第1、第2補強筋50、56とにより後面側の開孔部囲繞補強筋としている。   The opening portion surrounding reinforcing bar 43 extends from the one end 40a side of the joint metal piece 38 to the extension member 44 extending in parallel with the main bar 39 in the same direction as the direction extending in the longitudinal direction of the upper main bar 39. A bent portion 46 is provided at a position away from the opening edge of the opening portion 42 through the inner back surface of one of the hole reinforcing bars 45b, and the bent portion 46 is bent toward the lower main reinforcement 39 side. The extension member 47 extends in parallel with the lower main bar 39 in the same direction as the direction extending in the longitudinal direction of the lower main bar 39 and passes through the inner rear surface of the other hole reinforcing bar 45a. The extension member 47 is continuously bent and bent by a bent portion 48, and a first reinforcing bar 50 having a diagonal member 49 provided between the bent portions 46 and 48, and the first reinforcement. The diagonal member 53 between the bent portions 51 and 52 is formed in the same shape as the streak 50, and the diagonal member of the opening portion 42. 9 is formed so as to pass through the opposite side of the opening 42, and the bent portions 51 and 52 are provided with extension members 54 and 55, respectively, thereby forming the second reinforcing bars 56, and the first, The second reinforcing bars 50 and 56 form a rear opening side surrounding reinforcing bar.

上記第1補強筋50は、結束筋、クリップ、溶接等の各種固定手段57によって孔際補強筋45a、45b及び必要に応じてせん断補強筋、主筋39或いは他の部材等に連結され固定されることになる。また、上記第2補強筋56は、上記同様に、固定手段58によって孔際補強筋45a、45b及び必要に応じてせん断補強筋、主筋39或いは他の部材等に連結され固定されることになる。   The first reinforcing bar 50 is connected and fixed to the hole reinforcing bars 45a and 45b and, if necessary, the shear reinforcing bar, the main bar 39 or other members by various fixing means 57 such as a binding bar, a clip, and welding. It will be. Similarly to the above, the second reinforcing bar 56 is connected and fixed to the hole reinforcing bars 45a and 45b and, if necessary, the shear reinforcing bar, the main bar 39, or other members by the fixing means 58. .

他方、上記第1、第2補強筋50、56の前面側に重ねて配置する開孔部囲繞補強筋43は、継手金物38より、上方側の主筋39の長手方向へ延設する方向と同一方向へ該上方の主筋39と平行に延設した延長部材59と一方の該孔際補強筋45aの内側背面を通過し、該開孔部42の開孔縁から該継手金物38側へ離れた位置に折曲部60を設け、該折曲部60から、下方の主筋39側へ折曲し、他方の該孔際補強筋45bの内側背面を通過し、下方の主筋39の長手方向へ延設する方向と同一方向へ該下方の主筋39と平行に延設した延長部材61への折目となる折曲部62まで延設した斜材部材63を設けてなる第3補強筋64と、上記第3補強筋64と同様の形状とし、折曲部65、66間の斜材部材67を、該開孔部42の上記斜材部材63とは開孔部42を挟んで反対側位置を通過するようにし、該折曲部65、66からは各々延長部68、69を設け、それらにより第4補強筋70とし、上記第3、第4補強筋64、70とにより前面側の開孔部囲繞補強筋としている。   On the other hand, the opening portion surrounding reinforcing bar 43 arranged so as to overlap the front side of the first and second reinforcing bars 50 and 56 is the same as the direction extending in the longitudinal direction of the upper main bar 39 from the joint hardware 38. It passes through the extension member 59 extending parallel to the upper main bar 39 in the direction and the inner back surface of one of the hole reinforcing bars 45a, and is separated from the hole edge of the hole part 42 toward the joint metal 38 side. A bent portion 60 is provided at the position, bent from the bent portion 60 to the lower main reinforcing bar 39 side, passes through the inner back surface of the other hole reinforcing bar 45b, and extends in the longitudinal direction of the lower main reinforcing bar 39. A third reinforcing bar 64 provided with an oblique member 63 extending to a bent portion 62 that becomes a fold to the extending member 61 that extends in parallel with the lower main bar 39 in the same direction as the direction of setting; The diagonal reinforcing member 67 between the bent portions 65, 66 has the same shape as the third reinforcing bar 64, and the opening portion 42 has the above-described shape. The material member 63 passes through the opposite side of the opening 42, and the bent portions 65 and 66 are provided with extension portions 68 and 69, respectively. 3 and the 4th reinforcement bars 64 and 70 are used as the opening part surrounding reinforcement bars of the front side.

上記第3補強筋64は、固定手段71によって孔際補強筋45及び必要に応じてせん断補強筋、主筋39或いは他の部材等に連結され固定されることになる。また、上記第4補強筋70は、上記同様に、固定手段72によって孔際補強筋45a、45b及び必要に応じてせん断補強筋、主筋39或いは他の部材等に連結され固定されることになる。   The third reinforcing bar 64 is connected and fixed to the edge reinforcing bar 45 and, if necessary, the shear reinforcing bar, the main bar 39 or other members by the fixing means 71. Similarly to the above, the fourth reinforcing bar 70 is connected and fixed to the hole reinforcing bars 45a and 45b and, if necessary, the shear reinforcing bar, the main bar 39 or other members by the fixing means 72. .

上記開孔部42の周辺部を上記第1乃至第4補強筋50、56、64、70を後面側及び前面側に組み合わせることにより、主要構造部の手前側及び奥側の開孔部囲繞補強筋としている。該開孔部囲繞補強筋は、図4に示すように、延長部材及び斜材部材によって開孔部42の周辺を囲むことにより全体として菱形形状或いは多角形形状とされている。なお、図面では斜材部材を直線状に表現しているが、開孔部の円形形状に沿うように湾曲状の円形部材とすることもできる。   By combining the first to fourth reinforcing bars 50, 56, 64, and 70 on the rear surface side and the front surface side in the peripheral portion of the opening portion 42, the opening portion surrounding reinforcement on the near side and the back side of the main structure portion is performed. It is a streak. As shown in FIG. 4, the opening portion surrounding reinforcing bars have a rhombus shape or a polygonal shape as a whole by surrounding the periphery of the opening portion 42 with an extension member and a diagonal member. In the drawings, the diagonal member is expressed in a straight line, but it may be a curved circular member along the circular shape of the opening.

上記実施例の第1、第2補強筋50、56の位置を、第3、第4補強筋64、70の位置と逆にしてその後面側としてもよいことは言うまでもない。   It goes without saying that the positions of the first and second reinforcing bars 50 and 56 in the above embodiment may be reversed from the positions of the third and fourth reinforcing bars 64 and 70 on the rear surface side.

また、上記実施例の第1、第2補強筋50、56と第3、第4補強筋64、70との重なりは開孔部42の大きさに応じて図4で示す状態より、継手金物38側にずらしたり、或いはその反対方向側へずらして構成することも可能である。この場合、開孔部囲繞補強筋43は、開孔部の位置と開孔径に応じて、その位置や形状を変えることができる。また、継手金物と開孔部の位置関係は、継手金物の集約せん断補強筋等の集約区間と開孔部の補強有効範囲が重ならなければ、両者を限りなく近付ける事が可能となる。   In addition, the overlap between the first and second reinforcing bars 50 and 56 and the third and fourth reinforcing bars 64 and 70 in the above embodiment is based on the size of the opening portion 42 from the state shown in FIG. It is also possible to shift to the 38 side or to the opposite direction side. In this case, the position and shape of the opening portion surrounding reinforcing bar 43 can be changed according to the position of the opening portion and the opening diameter. In addition, the positional relationship between the joint hardware and the opening portion can be as close as possible to each other as long as the consolidation effective area of the joint hardware and the consolidation section such as the joint shear reinforcement of the joint hardware does not overlap.

更に、図3(a)、(b)に示した断面図同様、上記第1乃至第4補強筋50、56、64、70よりなる開孔部囲繞補強筋を手前側及び奥側に位置する孔際補強筋(必要に応じてせん断補強筋、集約せん断補強筋、主筋或いは他の部材等)に固定する等、適宜実施例が採用できる。また、図3(c)に示す断面図のように、該第1乃至第4補強筋50、56、64、70を手前側の孔際補強筋(必要に応じてせん断補強筋、集約せん断補強筋、主筋或いは他の部材等)及び奥側の孔際補強筋(必要に応じてせん断補強筋、集約せん断補強筋、主筋或いは他の部材等)に固定する他に、中子筋37にも固定する補強構造を採用することができる。該開孔部の補強として、該中子筋37を中心としてその両面に第1乃至第4補強筋50、56、64、70を配筋した補強構造も考えられる。
なお、図3では開孔部補強筋として3列までの配筋として例示しているが、主筋の数や部材厚によっては4列或いはそれ以上の配筋も考えられる。このことは他の実施例も同様である。
Further, similarly to the cross-sectional views shown in FIGS. 3A and 3B, the aperture surrounding reinforcing bars composed of the first to fourth reinforcing bars 50, 56, 64 and 70 are located on the front side and the back side. Examples can be appropriately adopted such as fixing to a hole reinforcing bar (a shear reinforcing bar, an aggregated shear reinforcing bar, a main bar, or another member as required). Further, as shown in the cross-sectional view of FIG. 3C, the first to fourth reinforcing bars 50, 56, 64, and 70 are connected to the front side hole reinforcing bars (shear reinforcing bars and aggregated shear reinforcements as necessary). In addition to fixing to the reinforcement member (shear reinforcement, aggregated shear reinforcement, main reinforcement or other member, if necessary) and core reinforcement 37, A reinforcing structure to be fixed can be employed. A reinforcement structure in which the first to fourth reinforcing bars 50, 56, 64, and 70 are arranged on both sides of the core bar 37 as a center is also conceivable as reinforcement of the opening portion.
In FIG. 3, as an example of reinforcing bars having up to three rows as opening reinforcing bars, four rows or more are considered depending on the number of main bars and the member thickness. The same applies to the other embodiments.

上記継手金物38及び開孔部42に採用される集約せん断補強筋40a、40b、孔際補強筋45a、45bは、対向する主筋39間において複数のせん断補強筋を密接状態で束ねて配筋したもの、小間隔を有して集中状態で配筋したもの、1本の鉄筋を巻き付け配筋したもの、1本の鉄筋を数回巻き付けて配筋したもの等様々な対応が考えられる。   Aggregate shear reinforcement bars 40a, 40b and edge reinforcement bars 45a, 45b employed in the joint metal piece 38 and the opening 42 are arranged by bundling a plurality of shear reinforcement bars in close contact between the opposing main bars 39. Various arrangements are conceivable, such as ones that are arranged in a concentrated state with a small interval, one that wraps and arranges one reinforcing bar, one that wraps one reinforcing bar several times, etc.

図5は、鉄筋の継手金物部位に併設した開孔部の補強構造の他の実施例で、上下或いは左右の継手金物の端部に設けた集約せん断補強筋から所定寸法離れた位置に開孔部73を設けたものである。   FIG. 5 shows another embodiment of the reinforcing structure of the opening portion provided in the joint metal part of the reinforcing bar. The hole is opened at a position away from the aggregated shear reinforcing bar provided at the ends of the upper and lower or left and right joint hardware. A portion 73 is provided.

該開孔部73を取り囲むようにして手前側の該孔際補強筋74から奥側の孔際補強筋74側へと連続する開孔部73の長手方向となる円形、四角形或いは多角形としたスパイラル状の開孔部囲繞補強筋75を設けることにより該開孔部73を補強したものである。   A circular, quadrangular, or polygonal shape that is the longitudinal direction of the opening 73 that is continuous from the front edge reinforcing bar 74 to the inner hole reinforcing bar 74 side so as to surround the hole 73. The opening 73 is reinforced by providing a spiral opening surrounding reinforcing bar 75.

該スパイラル状の開孔部囲繞補強筋75は、開孔部73の外方となる周囲の開孔部73の長手方向に沿って延設されるもので、孔際補強筋74a、74b及び必要に応じてせん断補強筋76、主筋或いは他の部材等の内側に固定できるように延長部材77、78を設け、該延長部材77、78を固定手段79、80によって連結固定している。   The spiral opening portion surrounding reinforcing bars 75 are extended along the longitudinal direction of the surrounding opening portion 73 which is the outer side of the opening portion 73, and the hole reinforcing bars 74a and 74b and necessary Accordingly, extension members 77 and 78 are provided so that they can be fixed to the inside of the shear reinforcement bar 76, the main bar or other members, and the extension members 77 and 78 are connected and fixed by fixing means 79 and 80.

開孔部73を形成する筒体等を保持する支持突出部81を設けることもできる。これは実施例1、2も同様である。また、該開孔部囲繞補強筋75は、その長手方向の中間部から延長部材77、78を延出し、それを中子筋37と固定することもできる。中子筋37にはその前面又は背面位置或いは中子筋37を中心としてその両面に固定する実施例も考えられる。   It is also possible to provide a support protrusion 81 that holds a cylinder or the like that forms the opening 73. The same applies to the first and second embodiments. In addition, the opening portion surrounding reinforcing bar 75 can extend the extension members 77 and 78 from the intermediate part in the longitudinal direction, and can fix it to the core bar 37. An embodiment in which the core muscle 37 is fixed to the front surface or the back surface of the core muscle 37 or to both surfaces of the core muscle 37 as a center is also conceivable.

本実施例でも、継手金物及び開孔部の補強として使用する集約せん断補強筋及び孔際補強筋の種類やその相互の間隔は、上記実施例1、2と同様である。   Also in the present embodiment, the types of the aggregate shear reinforcement and the hole reinforcement used for reinforcing the joint hardware and the opening portion and the distance between them are the same as in the first and second embodiments.

また、上記実施例1、2、3を必要に応じて適宜組み合わせて最適な構成を選択することができることはも言うまでもない。
また、上記実施例では、対象となる部材を梁として説明したが、梁に限定することなく、柱や斜材等の他の構造部材においても同様の補強構造とすることができる。
Needless to say, it is possible to select an optimum configuration by appropriately combining the first, second, and third embodiments as necessary.
Moreover, in the said Example, although the member used as object was demonstrated as a beam, it can be set as the same reinforcement structure also in other structural members, such as a pillar and a diagonal, without limiting to a beam.

1、38、A 継手金物
2、39 主筋
3a、3b、40a、40b 継手端部
4a、4b、41a、41b、 集約せん断補強筋
5、76 せん断補強筋
6、42、73 開孔部
7、43、75 開孔部囲繞補強筋
8a、8b、45a、45b、74a、74b 孔際補強筋
9、50 第1補強筋
10、56 第2補強筋
11、13、17、21、25、29、32、34、49、53、63、67 斜材部材
12、14、16、18、20、22、24、26、27、30、33、46、48、51、52、60、62、65、66 折曲部
15、19、23、28、31 平行部材
35、36、57、58、71、72、79、80 固定手段
37 中子筋
44、47、54、55、59、61、68、69、77、78 延長部材
64 第3補強筋
70 第4補強筋
81 支持突出部
1, 38, A Joint metal 2, 39 Main bars 3a, 3b, 40a, 40b Joint ends 4a, 4b, 41a, 41b, Aggregate shear reinforcement 5, 76 Shear reinforcement 6, 42, 73 Opening 7, 43 , 75 Opening portion surrounding reinforcing bars 8a, 8b, 45a, 45b, 74a, 74b Reinforcing reinforcing bars 9, 50 First reinforcing bars 10, 56 Second reinforcing bars 11, 13, 17, 21, 25, 29, 32 , 34, 49, 53, 63, 67 Diagonal member 12, 14, 16, 18, 20, 22, 24, 26, 27, 30, 33, 46, 48, 51, 52, 60, 62, 65, 66 Bending part 15, 19, 23, 28, 31 Parallel member 35, 36, 57, 58, 71, 72, 79, 80 Fixing means 37 Core core 44, 47, 54, 55, 59, 61, 68, 69 , 77, 78 Extension member 64 Third reinforcement 70 The fourth reinforcement 81 supports the projecting portion

Claims (9)

鉄筋コンクリート造又は鉄骨鉄筋コンクリート造等の構築物の主要構造部の同一部材に主筋の継手に継手金物を使用し、該継手金物部位に併設して開孔部を設け、その各々を補強する補強構造において、該継手金物の開孔部側端部と開孔部の継手金物側端部との間に、該継手金物の端部外方位置の主筋に巻き付けた集約せん断補強筋及び該開孔部周囲に配筋した開孔部補強筋の各々の補強筋が別個に併設配筋できるか該開孔部補強筋が該集約せん断補強筋の配筋位置に入り込んで配筋できる寸法を確保してなることを特徴とする継手金物部位と開孔部とを併設配置した補強構造。   In the reinforcement structure that reinforces each of the joint members of the main reinforcement using the joint hardware to the same member of the main structure part of the structure such as reinforced concrete structure or steel reinforced concrete structure, and provided with an opening portion adjacent to the joint hardware part, Between the opening side end of the joint hardware and the joint hardware side end of the opening, there is an aggregate shear reinforcement bar wound around the main bar at the outer position of the end of the joint hardware and around the opening section. Whether each reinforcing bar of the opened hole reinforcing bar that has been arranged can be separately arranged, or the opening reinforcing bar enters the arrangement position of the aggregated shear reinforcing bar to ensure a dimension capable of arranging the reinforcing bar. Reinforcement structure in which a joint hardware part and an opening are arranged side by side. 開孔部補強筋は、主筋に巻き付けた孔際補強筋及び開孔部周囲を囲む開孔部囲繞補強筋とよりなることを特徴とする請求項1記載の継手金物部位と開孔部とを併設配置した補強構造。   2. The joint metal part and the opening portion according to claim 1, wherein the opening portion reinforcing bar includes an edge reinforcing bar wound around the main bar and an opening portion surrounding reinforcing bar surrounding the periphery of the opening portion. Reinforced structure arranged side by side. 集約せん断補強筋及び/又は孔際補強筋は、複数のせん断補強筋を主要構造部の長手方向において密接配筋してなることを特徴とする請求項2記載の継手金物部位と開孔部とを併設配置した補強構造。   The joint metal part and the opening part according to claim 2, wherein the aggregated shear reinforcement bar and / or the edge reinforcement part are formed by closely arranging a plurality of shear reinforcement bars in the longitudinal direction of the main structural part. Reinforcement structure that is placed side by side. 集約せん断補強筋及び/又は孔際補強筋は、複数のせん断補強筋を主要構造部の長手方向において小間隔を有した集中状態で配筋してなることを特徴とする請求項2記載の継手金物部位と開孔部とを併設配置した補強構造。   3. The joint according to claim 2, wherein the aggregated shear reinforcement and / or the hole reinforcement are arranged by arranging a plurality of shear reinforcements in a concentrated state with a small interval in the longitudinal direction of the main structure portion. Reinforcement structure with a metal part and an opening. 集約せん断補強筋及び/又は孔際補強筋は、1本の鉄筋或いは1本の鉄筋を数回巻いた鉄筋としてなることを特徴とする請求項2記載の継手金物部位と開孔部とを併設配置した補強構造。   The joint shear reinforcing bar and / or the edge reinforcing bar are formed as a single reinforcing bar or a reinforcing bar obtained by winding a single reinforcing bar several times. Placed reinforcement structure. 開孔部囲繞補強筋は、直線部材と斜材部材とを組み合わせてなることを特徴とする請求項2乃至5のいずれか記載の継手金物部位と開孔部とを併設配置した補強構造。   6. A reinforcing structure in which a joint metal part and an opening portion are disposed side by side, wherein the opening portion surrounding reinforcing bar is a combination of a linear member and an oblique member. 開孔部囲繞補強筋は、四角形部材と多角形部材或いは多角形部材相互又は多角形部材と湾曲部材或いは湾曲部材相互等を適宜組み合わせてなることを特徴とする請求項2乃至5のいずれか記載の継手金物部位と開孔部とを併設配置した補強構造。   6. The opening portion surrounding reinforcing bar is formed by appropriately combining a square member and a polygon member, or between polygon members, or a polygon member and a bending member or bending members. Reinforcing structure in which the joint hardware part and the opening are arranged side by side. 開孔部囲繞補強筋は、開孔部の長手方向に沿って延出し、該開孔部を囲むスパイラル状の鉄筋としたことを特徴とする請求項2乃至5のいずれか記載の継手金物部位と開孔部とを併設配置した補強構造。   The joint metal part according to any one of claims 2 to 5, wherein the opening portion surrounding reinforcing bar is a spiral reinforcing bar extending along the longitudinal direction of the opening portion and surrounding the opening portion. Reinforcement structure that has both a hole and an opening. 開孔部囲繞補強筋は、主筋、せん断補強筋、集約せん断補強筋、孔際補強筋、中子筋、その他開孔部周囲の補強筋等に連結してなることを特徴とする請求項2乃至8のいずれか記載の継手金物部位と開孔部とを併設配置した補強構造。   3. The perforated opening reinforcing bar is connected to a main reinforcing bar, a shear reinforcing bar, an aggregated shear reinforcing bar, an edge reinforcing bar, a core reinforcing bar, and other reinforcing bars around the opening. A reinforcing structure in which the joint metal part according to any one of 8 to 8 and an opening are disposed side by side.
JP2011171544A 2011-08-05 2011-08-05 Reinforcement structure with joint metal parts and openings Active JP5985799B2 (en)

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JP2016008460A (en) * 2014-06-26 2016-01-18 株式会社熊谷組 Reinforcement structure and reinforcement unit for reinforced concrete foundation beam
KR20180121405A (en) * 2017-04-28 2018-11-07 신포니아 테크놀로지 가부시끼가이샤 Gas feeding apparatus, control method of gas feeding apparatus, load port and semiconductor producing apparatus
KR20230070821A (en) * 2021-11-15 2023-05-23 류승일 Concrete reinforcement and reinforcement method of concrete member using the same

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JPH073942A (en) * 1993-06-15 1995-01-06 Nippon Splice Sleeve Kk Reinforcement cage
JP2006183311A (en) * 2004-12-27 2006-07-13 Hisahiro Hiraishi Reinforcing structure of circumference of opening section in reinforced concrete beam
JP2005180175A (en) * 2005-01-21 2005-07-07 Koryo Kaihatsu Kk Reinforcing fitting for reinforced concrete perforated beam
JP2007277852A (en) * 2006-04-04 2007-10-25 Odakyu Construction Co Ltd Opening part reinforcing bar installing method in reinforced concrete building
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008460A (en) * 2014-06-26 2016-01-18 株式会社熊谷組 Reinforcement structure and reinforcement unit for reinforced concrete foundation beam
KR20180121405A (en) * 2017-04-28 2018-11-07 신포니아 테크놀로지 가부시끼가이샤 Gas feeding apparatus, control method of gas feeding apparatus, load port and semiconductor producing apparatus
KR102509334B1 (en) 2017-04-28 2023-03-14 신포니아 테크놀로지 가부시끼가이샤 Gas feeding apparatus, control method of gas feeding apparatus, load port and semiconductor producing apparatus
KR20230070821A (en) * 2021-11-15 2023-05-23 류승일 Concrete reinforcement and reinforcement method of concrete member using the same
KR102550675B1 (en) * 2021-11-15 2023-06-30 류승일 Concrete reinforcement and reinforcement method of concrete member using the same

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