JP2009052325A - Reinforcing metal fitting for reinforced concrete beam with hole - Google Patents

Reinforcing metal fitting for reinforced concrete beam with hole Download PDF

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JP2009052325A
JP2009052325A JP2007221065A JP2007221065A JP2009052325A JP 2009052325 A JP2009052325 A JP 2009052325A JP 2007221065 A JP2007221065 A JP 2007221065A JP 2007221065 A JP2007221065 A JP 2007221065A JP 2009052325 A JP2009052325 A JP 2009052325A
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sleeve
reinforced concrete
rod
metal fitting
frame
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Masatsugu Takesono
正継 竹園
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TM GIKEN CO Ltd
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TM GIKEN CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing metal fitting for reinforced concrete beam with hole capable of making its outer diameter smaller so as to lower the height of a beam possible, capable of adjusting the position of stirrups so that the relative position of the stirrups and a sleeve is optimum, also capable of exhibiting sufficient reinforcing effect by integrally cooperating with the stirrups. <P>SOLUTION: The reinforcing metal fitting consists of a frame-shaped body 3a formed by bending a bar steel for reinforced concrete, an upper pressing means 2 which projects levers 2b, 2c and 2d downward from the almost central part of a bar body 2a so as to be able to abut on the upper face of the sleeve B and which can be attached to the upward part of the frame body 3a, and a lower supporting means 3b which projects a supporting lever 3c upward from the almost central part of the bar body 3a so as to support the under face of the sleeve B with the supporting lever 3c and which is locked to the downward part of the frame body 3a. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は鉄筋コンクリート有孔梁の配筋において、梁の孔部の補強に用いられる補強金具に関する。   The present invention relates to a reinforcing metal fitting used for reinforcing a hole portion of a beam in reinforcement of a reinforced concrete perforated beam.

鉄筋コンクリート製の梁は一般にあばら筋と言われる鉄筋で補強されているが、梁に貫通孔を有する有孔梁においては、該孔部の周りを補強するための補強金具を配置して、孔部の周りのコンクリートのせん断ひび割れを防止するようにしている。   Reinforced concrete beams are generally reinforced with reinforcing bars called stirrups, but in perforated beams with through-holes in the beam, reinforcing metal fittings are provided to reinforce around the hole. It is designed to prevent shear cracks in the concrete around.

従来の鉄筋コンクリート有孔梁の補強金具の使用例を図4及び図5に示した。   An example of use of a conventional reinforcing bracket for a reinforced concrete perforated beam is shown in FIGS.

即ち、補強金具Aは鉄筋コンクリート用棒鋼等からなる内外多重の環状体aと、該環状体aの下方部から中心部へ向かって突設された2本の連結杆b、bとからなり、コンクリート打設用のコンクリート型枠c内に、梁のあばら筋dに結着して設置されている。   That is, the reinforcing metal fitting A is composed of an inner / outer multiple ring body a made of steel bars for reinforced concrete and two connecting rods b and b projecting from the lower part of the ring body a toward the center part. In the concrete form c for placement, it is installed by being bound to the stirrup d of the beam.

梁内に孔を形成するための円筒状のスリーブBは前記環状体aを挿通すると共に前記連結杆b、bの先端部にて支承されている。   A cylindrical sleeve B for forming a hole in the beam passes through the annular body a and is supported at the distal ends of the connecting rods b and b.

尚、梁のあばら筋dは、一般にスリーブBの両端部近くの左右両側部に、該スリーブBから所定の間隔を有して配設されている。   In addition, the rib stirrup d of the beam is generally arranged on the left and right side portions near both ends of the sleeve B with a predetermined distance from the sleeve B.

このような鉄筋コンクリート有孔梁の補強金具の例として、複数の環状体を共通1本の棒体により形成してこれら環状体をその内外の移行部で交差し、最も外側の環状体に相応する個所の前記棒体の両端末部を内方に折り曲げて最も外側の環状体の次の内側の環状体に溶接させた例が知られている(例えば特許文献1。)。   As an example of a reinforcing metal fitting for such a reinforced concrete perforated beam, a plurality of annular bodies are formed by a common bar, and the annular bodies intersect at the inner and outer transition portions, corresponding to the outermost annular body. There is known an example in which both end portions of the rod body at a location are bent inward and welded to the inner annular body next to the outermost annular body (for example, Patent Document 1).

特許第3556506号公報Japanese Patent No. 3556506

高層ビルにおいては梁の高さを低く抑えたいとの要望が強いが、前記特許文献1に記載の鉄筋コンクリート有孔梁の補強金具の如く多重リングの環状体からなるものは、補強金具の外径が大きいので梁の高さを低くできないという問題があった。   In a high-rise building, there is a strong demand to keep the beam height low. However, a reinforcing ring made of a reinforced concrete perforated beam described in Patent Document 1 is composed of a ring of multiple rings. There was a problem that the height of the beam could not be lowered because of the large.

又、鉄筋コンクリート有孔梁の補強金具は開口部のスリーブの両側にあるあばら筋と組合わせて補強効果を発揮するが、これらあばら筋の縦筋はスリーブより約50ミリメートル離れた位置に配筋されるのが好ましい。しかし、現実には前記あばら筋の配置が不揃いであるため、補強金具との結着に不具合を生ずることがあるという問題があった。   In addition, the reinforcing metal fittings for reinforced concrete perforated beams are used in combination with the stirrups on both sides of the sleeve of the opening to provide a reinforcing effect. The vertical streaks of these stirrups are placed about 50 mm away from the sleeve. It is preferable. However, in reality, the arrangement of the streaks is not uniform, and there is a problem in that a problem may occur in the connection with the reinforcing bracket.

また、従来の補強金具はスリーブの保持固定力が弱く、このためスリーブが回動することがあるという問題があった。   Further, the conventional reinforcing metal fitting has a problem that the holding and fixing force of the sleeve is weak, and therefore the sleeve may rotate.

更にまた、従来の補強金具は、あばら筋の配筋されていないスリーブ中間部においてはスリーブへの取付け固定がむずかしいという問題があった。   Furthermore, the conventional reinforcing metal fitting has a problem that it is difficult to mount and fix to the sleeve at the middle portion of the sleeve where the stirrup is not arranged.

本発明はこれらの問題点を解消し、補強金具の外径を小さくして梁の高さを低くできると共にスリーブの両側にあるあばら筋の間隔が所定値となるように強制的に配筋することができ、更にスリーブの固定やスリーブの中間部への取付けも容易に行なえるような鉄筋コンクリート有孔梁の補強金具を提供することを目的とする。   The present invention solves these problems, and can reduce the outer diameter of the reinforcing bracket to reduce the height of the beam, and forcibly arrange the stirrups on both sides of the sleeve so that the distance between the stirrups becomes a predetermined value. It is another object of the present invention to provide a reinforcing bracket for a reinforced concrete perforated beam that can be easily fixed to a sleeve and attached to an intermediate portion of the sleeve.

本発明は上記の目的を達成すべく、棒体を曲げて枠状とし該枠状内をスリーブが挿通可能に形成した枠状体と、棒体の略中央部から当接杆を下方に突出させて該当接杆により前記スリーブの上面に当接可能に形成し前記枠状体の上方部に取付可能な上部押え手段と、棒体の略中央部から支承杆を上方に突出させて該支承杆により前記スリーブの下面を支承可能に形成し前記枠状体の下方部に係着した下部支承手段とからなる。   In order to achieve the above-mentioned object, the present invention bends a rod body into a frame shape, and a frame-like body formed so that a sleeve can be inserted into the frame shape, and a contact rod projects downward from a substantially central portion of the rod body. The upper presser means that can be brought into contact with the upper surface of the sleeve by the corresponding contact and can be attached to the upper portion of the frame-like body, and the support rod protrudes upward from the substantially central portion of the rod body. The lower surface of the sleeve is formed so as to be able to be supported by scissors, and comprises a lower support means engaged with the lower part of the frame-like body.

本発明によれば、鉄筋コンクリート有孔梁の高さを低くでき、又スリーブの両側にあるあばら筋の間隔が所定値となるように強制することができ、更にスリーブの固定やスリーブの中間部への取付けも容易に行なえると共に種々の外径のスリーブにも適用でき、又コンクリートへの定着性が良くなるような鉄筋コンクリート有孔梁の補強金具を提供できる効果を有する。   According to the present invention, the height of the reinforced concrete perforated beam can be reduced, and the distance between the stirrups on both sides of the sleeve can be forced to be a predetermined value. Can be easily attached and can be applied to sleeves of various outer diameters, and there is an effect that it is possible to provide a reinforcing metal fitting for a reinforced concrete perforated beam that can be easily fixed to concrete.

本発明を実施するための最良の形態の実施例を次に示す。   Examples of the best mode for carrying out the present invention will be described below.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例を図面により説明する。   An example of a reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to the drawings.

図1は本発明の補強金具1の使用状態を示す正面図であり、Bは孔形成用のスリーブで、該スリーブBは塩ビ管又は紙製の筒状体等からなる。   FIG. 1 is a front view showing a use state of the reinforcing metal fitting 1 of the present invention, wherein B is a hole-forming sleeve, and the sleeve B is made of a PVC pipe or a paper tubular body.

又、dは当該梁の骨格となるあばら筋の縦筋部分であり、スリーブBの両側部に所定の間隔(約50mm)を有して配設されている。   Further, d is a vertical streak portion of the stirrup that becomes the skeleton of the beam, and is disposed on both sides of the sleeve B with a predetermined interval (about 50 mm).

前記補強金具1は、スリーブBを上方から押える上部押え手段2と、スリーブBを挿通させて該スリーブBを下方から支持する本体金具3とからなる。   The reinforcing metal fitting 1 includes an upper pressing means 2 for pressing the sleeve B from above and a main metal fitting 3 for inserting the sleeve B and supporting the sleeve B from below.

上部押え手段の平面図を図2に示した。   A plan view of the upper pressing means is shown in FIG.

上部押え手段即ち上部押え金具2は鉄筋コンクリート用棒鋼等の鉄棒からなり、1本の鉄棒の両端部を約90度の角度で後方に屈曲させて両端にあばら筋への係合部2a1、2a1を有する[状の棒体2aを形成し、該棒体2aの中央部に3本の当接杆2b、2c、2dを互いにV状となるような放射状に下方へ向けて突出させて、これらを溶接で固定してある。   The upper presser means, that is, the upper presser fitting 2 is made of a steel bar such as a steel bar for reinforced concrete. Both ends of one steel bar are bent backward at an angle of about 90 degrees, and engaging portions 2a1 and 2a1 to the barbs are formed at both ends. [The rod-shaped body 2a is formed, and the three contact rods 2b, 2c, and 2d are protruded radially downward so as to be V-shaped at the center of the rod body 2a. It is fixed by welding.

そして、上部押え金具2でスリーブBを上方から押えた時に中央の当接杆2bがスリーブBの中心線上で該スリーブBの上面に当接するように設定されており、又、左右の当接杆2c、2dはスリーブBの中心線を挟んで左右から該スリーブBの上側面に当接するように設定されている。   When the sleeve B is pressed from above by the upper presser fitting 2, the center contact bar 2b is set to contact the upper surface of the sleeve B on the center line of the sleeve B. 2c and 2d are set so as to come into contact with the upper side surface of the sleeve B from the left and right sides of the center line of the sleeve B.

次に本体金具3の構造について説明する。   Next, the structure of the body fitting 3 will be described.

図3は本体金具3の斜視図であり、本体金具3は四角形の枠状体3aとその下方部に係着即ち溶接されている下部支承手段即ち下部支承金具3bとからなる。   FIG. 3 is a perspective view of the main body fitting 3. The main body fitting 3 is composed of a rectangular frame-like body 3a and lower support means, that is, a lower support fitting 3b which is engaged or welded to the lower part thereof.

前記枠状体3aは鉄筋コンクリート用棒鋼等の鉄棒からなり、1本の鉄棒を四角形に曲げてスリーブBが挿通可能な大きさの一重の枠状部3a1を形成すると共に該鉄棒の両端部が会合する角部において各端部をそれぞれ外方にU字状に折り返してU字状部3a2、3a2を形成し、これらU字状部3a2、3a2を前記角部で互いに当接させ、頑丈な枠状体3aを形成している。   The frame 3a is made of a steel rod such as a steel bar for reinforced concrete, and a single steel rod is bent into a quadrangle to form a single frame-shaped portion 3a1 large enough to allow the sleeve B to be inserted, and both ends of the steel rod meet. At each corner, the end portions are folded outwardly into U-shapes to form U-shaped portions 3a2, 3a2, and these U-shaped portions 3a2, 3a2 are brought into contact with each other at the corners to form a sturdy frame. Form 3a is formed.

又、前記下部支承金具3bも鉄筋コンクリート用棒鋼等の鉄棒からなり、1本の鉄棒の両端部を約90度の角度で後方に屈曲させて両端にあばら筋dへの係合部3b1、3b1を有する[状の棒体3bを形成し、該棒体3bの中央部からV状の支承杆3cを上方に突出させて、これを溶接で固定して下部支承金具3bを形成している。   The lower support bracket 3b is also made of an iron bar such as a steel bar for reinforced concrete, and both ends of one iron bar are bent backward at an angle of about 90 degrees, and engaging portions 3b1, 3b1 to the stirrup d are provided at both ends. A [shaped rod body 3b is formed, and a V-shaped bearing rod 3c is protruded upward from the central portion of the rod body 3b, and is fixed by welding to form a lower bearing bracket 3b.

ここで、前記枠状体3aは、その各辺が斜め方向となる菱形の如く配置されていて前記U字状部3a2が該菱形の側方に突出するように形成され、枠状体3aの下方に位置する斜め方向の2辺の下半部に前記下部支持金具3bを重ねて溶接固定し本体金具3が一体となるように形成されている。   Here, the frame-shaped body 3a is arranged like a rhombus whose sides are inclined, and the U-shaped portion 3a2 is formed so as to protrude to the side of the rhombus. The lower support metal fitting 3b is overlapped and welded to the lower half of two oblique sides located below, and the main body metal fitting 3 is formed integrally.

次に本実施例の補強金具1の使用方法及びその効果について、図1により説明する。   Next, the usage method and the effect of the reinforcing metal fitting 1 of the present embodiment will be described with reference to FIG.

鉄筋コンクリート有孔梁の配筋において、当該孔位置が決まれば、その孔の位置に合わせてあばら筋d及び補強金具1が配置される。   In the reinforcement of the reinforced concrete perforated beam, if the position of the hole is determined, the stirrup d and the reinforcing metal fitting 1 are arranged in accordance with the position of the hole.

即ち、孔を形成するためのスリーブBが本体金具3を挿通すると共に該本体金具3が有するV状の支承杆3cで該スリーブBを支承するようにして、本体金具3とあばら筋dとを針金で結束する。   That is, the sleeve B for forming the hole is inserted through the body fitting 3 and the sleeve B is supported by the V-shaped bearing rod 3c of the body fitting 3, so that the body fitting 3 and the stirrup d Tie with a wire.

このとき本体金具が具備する棒体3bの両端にはあばら筋dへの係合部3b1、3b1があるので、作業者は前記係合部3b1、3b1と係合するようにあばら筋dの位置を調整するようになる。   At this time, since there are engaging portions 3b1, 3b1 to the staggered line d at both ends of the rod body 3b included in the main body metal fitting, the operator positions the staggered line d so as to engage with the engaging parts 3b1, 3b1. Will come to adjust.

これによりあばら筋dとスリーブBの相対位置も最適となる。   As a result, the relative positions of the stirrup d and the sleeve B are also optimized.

次に上部押え金具2を前記スリーブBの上部に設置する。   Next, the upper presser fitting 2 is installed on the upper portion of the sleeve B.

即ち、上部押え金具2が具備する3本の当接杆2b、2c、2dの先端部をスリーブBの上面部に当接させると共に該上部押え金具2の両端にある係合部2a1、2a1を前記スリーブBの両側方にあるあばら筋d、dに各係合させて針金で結束する。   That is, the top end portions of the three abutments 2b, 2c, and 2d of the upper presser fitting 2 are brought into contact with the upper surface portion of the sleeve B, and the engaging portions 2a1 and 2a1 at both ends of the upper presser fitting 2 are provided. The sleeves B are respectively engaged with the stirrups d, d on both sides of the sleeve B and bound with a wire.

又、該上部押え金具2と前記本体金具3とを針金で結束して一体とする。   Further, the upper presser fitting 2 and the main body fitting 3 are united together by a wire.

かくして補強金具1はあばら筋dに結着され、あばら筋と協働で大きな補強効果を発揮する。   Thus, the reinforcing metal fitting 1 is bound to the stirrup d and exhibits a great reinforcing effect in cooperation with the stirrup.

又、補強金具1の枠状体3aの角部に1対のU字状部3a2、3a2を突設したので、これらU字状部3a2、3a2により該補強金具1のコンクリートへの定着性が良くなる効果が得られた。   In addition, since a pair of U-shaped portions 3a2, 3a2 project from the corners of the frame-shaped body 3a of the reinforcing metal fitting 1, the U-shaped portions 3a2, 3a2 make it possible to fix the reinforcing metal fitting 1 to the concrete. The effect of improving was obtained.

尚、補強金具1をあばら筋の無い梁の中間部において用いることも可能で、その際はスリーブBを上下から上部押え金具2と本体金具3の下部支持金具3bとで挟んで両者を針金で結束すればよい。   It is also possible to use the reinforcing metal fitting 1 at the middle part of the beam without the streak. In this case, the sleeve B is sandwiched between the upper presser fitting 2 and the lower support metal fitting 3b of the main body metal 3 from above and below with a wire. What is necessary is just to unite.

又、本実施例では、U字状部3a2、3a2を角部で互に当接しているが、これらU字状部3a2、3a2を角部で互に溶接してもよい。   In this embodiment, the U-shaped parts 3a2, 3a2 are in contact with each other at the corners. However, the U-shaped parts 3a2, 3a2 may be welded together at the corners.

更に又、本実施例では本体金具3を形成する枠状体3aを四角形としたが、これは四角形以外の多角形としてもよく、又は円形や楕円形の枠状体としてもよく、又角部においてU字状部を形成せず鉄棒の両端部を溶接してもよい。   Furthermore, in this embodiment, the frame-like body 3a forming the main body metal fitting 3 is a quadrilateral, but this may be a polygon other than a quadrangle, or it may be a circular or elliptical frame-like body, or a corner portion. The both ends of the iron bar may be welded without forming the U-shaped part.

又、本実施例ではスリーブBの上面に当接する当接杆の数を3本としたが、これは3本以外の当接杆を用いるようにしてもよく、更に又、スリーブBを支承する下部支持金具3bに設けた支承杆3cをV状としたが、これも斜上方に放射状に突出する2本以上の支承杆を用いてもよく、又は放射状以外の例えば||状又はハ状に上方へ突出する支承杆としてもよい。   In this embodiment, the number of contact rods that contact the upper surface of the sleeve B is three. However, other than three contact rods may be used, and the sleeve B is supported. Although the bearing rod 3c provided on the lower support fitting 3b has a V shape, two or more bearing rods protruding radially upward may also be used, or other than a radial shape, for example, || A bearing rod protruding upward may be used.

本発明は鉄筋コンクリート建造物の配筋において、梁に貫通孔を有する鉄筋コンクリート有孔梁の孔周りの補強金具に用いられる。   INDUSTRIAL APPLICABILITY The present invention is used for reinforcing metal fittings around a hole in a reinforced concrete perforated beam having a through hole in the beam in reinforcement of a reinforced concrete building.

本発明の補強金具の使用状態の正面図である。It is a front view of the use condition of the reinforcement metal fitting of this invention. 前記補強金具の一部、上部押え金具の平面図である。It is a top view of a part of said reinforcement metal fitting and an upper holding metal fitting. 前記補強金具の一部、本体金具の斜視図である。It is a perspective view of a part of said reinforcement metal fitting and a main body metal fitting. 従来の補強金具の使用状態の正面図である。It is a front view of the use condition of the conventional reinforcement metal fitting. 同上従来の補強金具の使用状態の側面図である。It is a side view of the use condition of the conventional reinforcement metal fitting same as the above.

符号の説明Explanation of symbols

1 補強金具
2 上部押え手段(上部押え金具)
2a1、3b1 あばら筋に係合可能な係合部
2b、2c、2d 当接杆
3a 枠状体
3a2 U字状部
3b 下部支承手段(下部支承金具)
3c 支承杆
B スリーブ
d あばら筋
1 Reinforcing bracket 2 Upper presser means (upper presser bracket)
2a1, 3b1 Engageable parts 2b, 2c, 2d Abutment rods 3a Frame-like body 3a2 U-shaped part 3b Lower support means (lower support bracket)
3c bearing rod B sleeve d stirrup

Claims (5)

棒体を曲げて枠状とし該枠状内をスリーブが挿通可能に形成した枠状体と、棒体の略中央部から当接杆を下方に突出させて該当接杆により前記スリーブの上面に当接可能に形成し前記枠状体の上方部に取付可能な上部押え手段と、棒体の略中央部から支承杆を上方に突出させて該支承杆により前記スリーブの下面を支承可能に形成し前記枠状体の下方部に係着した下部支承手段とからなる鉄筋コンクリート有孔梁の補強金具。   The rod body is bent into a frame shape so that the sleeve can be inserted into the frame shape, and the contact rod protrudes downward from the substantially central portion of the rod body, so that the corresponding contact rod moves to the upper surface of the sleeve. An upper presser means that is formed so as to be able to abut and can be attached to the upper portion of the frame-like body, and a support rod is projected upward from a substantially central portion of the rod body so that the lower surface of the sleeve can be supported by the support rod. A reinforcing metal fitting for a reinforced concrete perforated beam comprising lower support means attached to a lower portion of the frame-like body. 前記上部押え手段又は前記下部支承手段の棒体の両端部を後方に屈曲して前記スリーブの左右に配置されているあばら筋に係合可能な係合部に形成した請求項1に記載の鉄筋コンクリート有孔梁の補強金具。   2. The reinforced concrete according to claim 1, wherein both ends of the bar body of the upper presser means or the lower support means are bent backward to form engaging portions that can engage with the stirrups arranged on the left and right sides of the sleeve. Reinforcing bracket for perforated beams. 前記当接杆は複数本からなって斜下方に放射状に突出している請求項1又は請求項2に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing bracket for a reinforced concrete perforated beam according to claim 1, wherein the abutment rod is formed of a plurality of ribs and projects radially downward obliquely. 前記支承杆は複数本からなって斜上方に放射状に突出している請求項1又は請求項2に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing bracket for a reinforced concrete perforated beam according to claim 1, wherein the bearing rod is composed of a plurality of rods and projects radially upward obliquely. 前記枠状体を方形に形成してその一の角部において前記棒体の両端部をそれぞれ外方にU字状に折り返してU字状部に形成し、これらU字状部を前記角部において互いに当接させた請求項1に記載の鉄筋コンクリート有孔梁の補強金具。   The frame-like body is formed in a square shape, and both end portions of the rod body are folded outwardly into U-shapes at one corner portion thereof to form U-shape portions, and these U-shape portions are formed into the corner portions. The reinforcing metal fittings for reinforced concrete perforated beams according to claim 1, which are in contact with each other.
JP2007221065A 2007-08-28 2007-08-28 Reinforcing metal fitting for reinforced concrete beam with hole Pending JP2009052325A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010242482A (en) * 2009-03-16 2010-10-28 Tm Giken Co Ltd Reinforcing fitting for reinforced-concrete perforated beam
JP2010242407A (en) * 2009-04-07 2010-10-28 Biinzu Komu:Kk Sleeve fixing kit, and sleeve fixing method using the same
JP2011246880A (en) * 2010-05-24 2011-12-08 Tm Giken Co Ltd Supporting fitting for sleeve of reinforced-concrete perforated beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010242482A (en) * 2009-03-16 2010-10-28 Tm Giken Co Ltd Reinforcing fitting for reinforced-concrete perforated beam
JP2010242407A (en) * 2009-04-07 2010-10-28 Biinzu Komu:Kk Sleeve fixing kit, and sleeve fixing method using the same
JP2011246880A (en) * 2010-05-24 2011-12-08 Tm Giken Co Ltd Supporting fitting for sleeve of reinforced-concrete perforated beam

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