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JP2008081993A - Reinforcing fitting for reinforced holed concrete beam - Google Patents

Reinforcing fitting for reinforced holed concrete beam Download PDF

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JP2008081993A
JP2008081993A JP2006261901A JP2006261901A JP2008081993A JP 2008081993 A JP2008081993 A JP 2008081993A JP 2006261901 A JP2006261901 A JP 2006261901A JP 2006261901 A JP2006261901 A JP 2006261901A JP 2008081993 A JP2008081993 A JP 2008081993A
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annular body
reinforced concrete
reinforcing
metal fitting
concrete perforated
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Masatsugu Takesono
正継 竹園
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TM GIKEN KK
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TM GIKEN KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing fitting for a reinforced holed concrete beam, which has a structure for obtaining the strength equal to that of a conventional fitting irrespective of its smaller outside diameter than that of the conventional fitting to satisfy the demand requiring the reinforcing fitting for the reinforced holed concrete beam and having smaller outside diameter than the conventional fitting to construct low reinforced concrete beam having hole in the arrangement of reinforcing bars for a high-rise condominium, and which is easily assembled at site of arrangement of reinforcing bars because such reinforcing fitting is required at site. <P>SOLUTION: The reinforcing fitting 1 is composed of a plurality of annular bodies 2, 3 positioned in the front and the rear and a connection means 4 for connecting these annular bodies 2 and 3 mutually. <P>COPYRIGHT: (C)2008,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、当該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 to reinforce a hole portion of a reinforced concrete perforated beam.

鉄筋コンクリート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、該孔部を形成するスリーブの周りを補強するための補強金具を配置して、孔部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 reinforced with reinforcing bars that are generally called stirrups, but in perforated beams with through-holes in the beam, reinforcing metal fittings are provided to reinforce around the sleeve that forms the hole, The concrete is prevented from shear cracks in the hole.

補強金具を用いた鉄筋コンクリート有孔梁の一例を図11及び図12に示した。   An example of a reinforced concrete perforated beam using a reinforcing metal fitting is shown in FIGS.

即ち、従来の補強金具Aは鉄筋コンクリート用棒鋼等からなり、内外多重の環状体aと、孔形成用のスリーブBを支承するためのスリーブ受b等を有している。   That is, the conventional reinforcing metal fitting A is made of reinforced concrete steel bar or the like, and has a plurality of inner and outer annular bodies a and a sleeve receiver b for supporting a hole forming sleeve B.

前記補強金具Aは、図12に示す如く、梁のあばら筋dに結着してコンクリート型枠C内に設置し、その上からコンクリートを打設して強固な鉄筋コンクリート有孔梁を得るようにした鉄筋コンクリート有孔梁の補強金具が知られている(例えば特許文献1参照。)。
特許第3556506号公報
As shown in FIG. 12, the reinforcing metal fitting A is attached to the stirrup d of the beam and installed in the concrete form C, and concrete is placed thereon to obtain a strong reinforced concrete perforated beam. A reinforced concrete perforated beam reinforcing metal fitting is known (for example, see Patent Document 1).
Japanese Patent No. 3556506

従来の鉄筋コンクリート有孔梁の補強金具は、前記特許文献1に記載されているように、円形又は多角形の枠体の平面的な多重構造からなっていた。これは補強金具の強度の増強を図ると共に、梁内に籠状に形成されているあばら筋との結着を容易にする目的で、平面的に大きな直径を有する多重構造が採用されていたものである。   A conventional reinforcing metal fitting for a reinforced concrete perforated beam, as described in Patent Document 1, has a planar multiple structure of a circular or polygonal frame. This was intended to increase the strength of the reinforcing metal fittings and to facilitate the connection with the stirrups formed like a collar in the beam. It is.

しかし、最近の高層マンション等においては、梁の高さを低くして建築物の全高を抑える設計が行なわれるようになり、そのために有孔梁に用いられる補強金具の外径も小さくする必要が出てきた。   However, in recent high-rise condominiums, etc., designs have been made to reduce the overall height of the building by reducing the height of the beam, and it is therefore necessary to reduce the outer diameter of the reinforcing bracket used for the perforated beam. It came out.

又、従来の補強金具は、円形又は多角形の枠体の平面的な多重構造であるので、重量が大となって配筋現場において1人の作業員による組付きが困難で作業重機を必要としたり又は数人の作業員によらなければ組付きができない問題点があった。   In addition, the conventional reinforcing bracket is a planar multi-layer structure of a circular or polygonal frame, so it is heavy and difficult to assemble by one worker at the bar arrangement site, requiring heavy equipment. There is a problem that it cannot be assembled unless it is done by several workers.

本発明は上記の問題点を解消するため、鉄筋コンクリート有孔梁の補強金具を従来の大きな直径のものに代えて、できるだけ小さな直径で必要な強度が得られて、しかも配筋現場において容易に組立てることが可能な構造のものを提供することを目的とする。   In order to solve the above-mentioned problems, the present invention replaces the conventional reinforcing steel reinforcing metal beam with a large diameter and obtains the required strength with the smallest possible diameter and can be easily assembled on the bar arrangement site. An object of the present invention is to provide a structure having such a structure.

本発明は前記の目的を達成すべく、前後に位置する複数の環状体と、これら環状体を前後に連結する連結手段とからなる鉄筋コンクリート有孔梁の補強金具を形成するようにした。   In order to achieve the above-mentioned object, the present invention forms a reinforcing metal fitting for a reinforced concrete perforated beam comprising a plurality of annular bodies positioned in the front-rear direction and connecting means for connecting these annular bodies in the front-rear direction.

本発明によれば、梁の高さを低くすることが求められている鉄筋コンクリート有孔梁において、小さな外径で必要充分な強度を与えることができると共に配筋現場において組立施行作業及び運搬作業が容易な補強金具を提供できる効果を有する。   According to the present invention, in a reinforced concrete perforated beam that is required to reduce the height of the beam, a necessary and sufficient strength can be provided with a small outer diameter, and assembly operation work and transportation work can be performed at a bar arrangement site. This has the effect of providing an easy reinforcing bracket.

本発明を実施するための最良の形態の実施例を以下に示す。   Examples of the best mode for carrying out the present invention are shown below.

図1は鉄筋コンクリート有孔梁の補強金具の実施例1の斜視図である。   FIG. 1 is a perspective view of Embodiment 1 of a reinforcing metal fitting for a reinforced concrete perforated beam.

補強金具1は後方の第1環状体2と前方の第2環状体3との平行な組合せからなり、いずれも鉄筋コンクリート用棒鋼等の材料を溶接して形成されており、両者は前記第1環状体2から突出する連結手段4を介して着脱可能に連結している。尚、d1は後述するあばら筋の縦筋であり、又、Bは後述するスリーブである。   The reinforcing metal fitting 1 is composed of a parallel combination of a rear first annular body 2 and a front second annular body 3, both of which are formed by welding materials such as steel bars for reinforced concrete. It is detachably connected via connecting means 4 protruding from the body 2. In addition, d1 is a longitudinal streak of a stirrup which will be described later, and B is a sleeve which will be described later.

前記第1環状体2の正面図、側面図及び上面図をそれぞれ図2、図3及び図4に示した。   A front view, a side view, and a top view of the first annular body 2 are shown in FIGS. 2, 3, and 4, respectively.

2aは枠体で、該枠体2aは棒鋼を折り曲げて両端部を互いに溶着して八角形の環状に形成されており、又、該枠体2aは後述する孔形成用のスリーブBが該枠体2aを挿通するのに必要充分な寸法に形成されている。   2a is a frame, and the frame 2a is formed into an octagonal annular shape by bending steel bars and welding both ends thereof, and the frame 2a has a hole forming sleeve B described later. It is formed in a size sufficient for inserting the body 2a.

該第1環状体2から後述する第2環状体3に向かって突出する前記連結手段4は、前記枠体2aの上辺部に溶着された第1連結杆4bと、前記枠体2aの下辺部に溶着された2本の第2連結杆4d、4eとからなり、第1連結杆4bの先端の係止部には、後述する第2環状体3の枠体3aに係脱可能な略J字状の係止具4cが進退調節可能に螺着されており、又、2本の連結杆4d、4eの各先端係止部には、前記枠体3aに介入係止する略U字状の受体4f又は4gが溶着固定されている。   The connecting means 4 projecting from the first annular body 2 toward a second annular body 3 described later includes a first connecting rod 4b welded to the upper side of the frame 2a, and a lower side of the frame 2a. The second connecting rods 4d and 4e welded to each other, and the engaging portion at the tip of the first connecting rod 4b is substantially J that can be engaged with and disengaged from the frame 3a of the second annular body 3 to be described later. A character-like locking tool 4c is screwed so as to be able to advance and retreat, and each of the front end locking portions of the two connecting rods 4d and 4e has a substantially U-shape that intervenes and locks to the frame 3a. The receiver 4f or 4g is fixed by welding.

尚、前記連結杆4b、4d及び4eは、図4に示すように、枠体2aに対して直角ではなく、左又は右に少許傾けて設けられており、これは第1環状体2を多段に組合わせて補強金具を形成する場合に、隣り合う第1環状体2の各連結杆が相互に干渉することのないようにするための配慮である。   As shown in FIG. 4, the connecting rods 4b, 4d and 4e are not inclined at right angles to the frame body 2a, but are inclined slightly to the left or right, which makes the first annular body 2 multistage. This is a consideration for preventing the connecting rods of the adjacent first annular bodies 2 from interfering with each other when the reinforcing metal fitting is formed in combination.

前記第2環状体3の正面図及び側面図をそれぞれ図5及び図6に示した。   A front view and a side view of the second annular body 3 are shown in FIGS. 5 and 6, respectively.

第2環状体3の枠体3aは前記枠体2aと同様の八角形に形成されており、該枠体3aの上辺部にはスリーブの上面に当接する当接具3bが該枠体3aの内方に向かって進退調節可能に突設されており、又、該枠体3aの下辺部の左右にはスリーブを支承するためのスリーブ受具3c、3dが枠体3aの内方へ向かって各突設固定されている。   The frame 3a of the second annular body 3 is formed in an octagon similar to the frame 2a, and a contact tool 3b that contacts the upper surface of the sleeve is formed on the upper side of the frame 3a. Inwardly projecting so as to be able to advance and retract, sleeve receivers 3c and 3d for supporting the sleeve are provided on the left and right sides of the lower side of the frame 3a toward the inside of the frame 3a. Each protrusion is fixed.

尚、3gは前記当接具3bを固定するための止めねじである。前記当接具3b及びスリーブ受具3c、3dは棒鋼を切断して棒状に形成されている。   Reference numeral 3g denotes a set screw for fixing the contact tool 3b. The abutment tool 3b and the sleeve receivers 3c and 3d are formed in a bar shape by cutting a steel bar.

又、3e及び3fは後述するあばら筋の縦筋d1への挟着金具で、棒鋼を折り曲げて凸状に形成されており、これら挟着金具3e、3fはその凸状の突出部を前記枠体3aの前方に突出させて前記枠体3aの両側にある垂直な辺に溶接固定されている。   Further, 3e and 3f are clamping metal fittings to the vertical streak d1 of the streaks, which will be described later, and are formed in a convex shape by bending a steel bar. These clamping metal fittings 3e and 3f have their convex projections attached to the frame. It protrudes ahead of the body 3a and is fixed by welding to vertical sides on both sides of the frame 3a.

次に本実施例の補強金具1の使用方法について説明する。   Next, the usage method of the reinforcement metal fitting 1 of a present Example is demonstrated.

図7は補強金具1の使用状態を示す斜視図であり、鉄筋コンクリート有孔梁の配筋作業において、当該孔の両側にあるあばら筋に各々補強金具1を向かい合わせて係着固定し、これら補強金具1内にスリーブBを挿通する。   FIG. 7 is a perspective view showing a state in which the reinforcing metal fitting 1 is used. In the reinforcing work of the reinforced concrete perforated beam, the reinforcing metal fittings 1 are respectively fixedly attached to the ribs on both sides of the hole so as to be reinforced. The sleeve B is inserted into the metal fitting 1.

即ち、補強金具1を形成している第2環状体3に設けたスリーブ受具3c、3dによってスリーブBを支承すると共に、該第2環状体3に設けた当接具3bを進退させてスリーブBの上部に当接させて止めねじ3gで固定して、コンクリートの打設中にもスリーブが不動に保たれるようにする。   That is, the sleeve B is supported by the sleeve receivers 3c and 3d provided on the second annular body 3 forming the reinforcing metal 1, and the abutment tool 3b provided on the second annular body 3 is advanced and retracted. The sleeve is brought into contact with the upper part of B and fixed with a set screw 3 g so that the sleeve can be kept stationary even when the concrete is placed.

又、補強金具1は前方の第2環状体3をあばら筋に係着固定し、その後方に第1環状体2を連結する。前記第2環状体3の前記あばら筋への取付け方法は、前記第2環状体3の左右にある前方へ突出した挟着金具3e、3fで前記あばら筋の2本の縦筋d1、d1を挟着して固定する。   In addition, the reinforcing metal fitting 1 engages and fixes the front second annular body 3 to the stirrup, and connects the first annular body 2 to the rear thereof. The method of attaching the second annular body 3 to the stirrup is to connect the two vertical streaks d1 and d1 of the stirrup with the clamps 3e and 3f protruding forward on the left and right sides of the second annular body 3. Clamp and fix.

尚、補強金具1を前記あばら筋へ取付ける時は、前方の環状体3と後方の第1環状体2とを連結した状態で取付けてもよく、又は第2環状体3を先に前記あばら筋へ取付けてから、該第2環状体3の後方に第1環状体2を連結して組立ててもよい。   When the reinforcing metal fitting 1 is attached to the stirrup, it may be attached in a state where the front annular body 3 and the rear first annular body 2 are connected, or the second annular body 3 may be attached first. The first annular body 2 may be connected to the rear of the second annular body 3 and assembled.

又、強度上の必要に応じて、第2環状体3の後方に第1環状体2を複数段連結して、3段以上の環状体からなる補強金具を形成してもよい。   In addition, if necessary in terms of strength, a plurality of first annular bodies 2 may be connected to the rear of the second annular body 3 to form a reinforcing metal fitting made of three or more stages of annular bodies.

前記第1環状体2を第2環状体3と連結する場合には、第1環状体2が有する2本の第2連結杆4d、4eの各先端係止部にあるU字状の受体4g、4fを第2環状体3の枠体に係止し、続いて前記第1環状体2が有するJ字状の係止具4cを第2環状体3の枠体に係合させて、該係止具4cの根部のねじを調節して、前記第1環状体2と第2環状3とがタイトに連結するように締め付けて組立てる。   When the first annular body 2 is connected to the second annular body 3, U-shaped receivers at the front end locking portions of the two second connection rods 4 d, 4 e of the first annular body 2. 4g, 4f are locked to the frame of the second annular body 3, and then the J-shaped locking tool 4c of the first annular body 2 is engaged with the frame of the second annular body 3, By adjusting the screw at the root of the locking member 4c, the first annular body 2 and the second annular body 3 are tightened and assembled so as to be tightly connected.

又、本実施例では、第2環状体3は枠体3aの両側にある垂直な辺部に挟着金具3e、3fを溶着するとしたが、これら挟着金具3e、3fを図8に示す如く、枠体3aの両側の垂直な辺部の内側にこれら辺部に平行に設置した第2環状体3´としてもよい。   In the present embodiment, the second annular body 3 is welded with the clamps 3e and 3f on the vertical sides on both sides of the frame 3a. However, the clamps 3e and 3f are as shown in FIG. Alternatively, a second annular body 3 ′ may be installed inside the vertical sides on both sides of the frame 3 a in parallel with these sides.

この場合、これら挟着金具3e、3fは各上下端部を枠体3aに溶着固定して、これら挟着金具3e、3fの各突出部を該枠体3aの前方に突出させている。   In this case, the upper and lower end portions of the clamp fittings 3e and 3f are welded and fixed to the frame body 3a, and the protruding portions of the clamp fittings 3e and 3f are projected forward of the frame body 3a.

この場合もあばら筋の2本の縦筋d1、d1を前記突出部で挟着して固定する。   Also in this case, the two vertical streaks d1 and d1 of the stirrup are clamped and fixed by the projecting portions.

尚、本実施例では連結手段4の連結杆4b、4d、4eを第1環状体2の枠体2aに溶着し、これらの先端係止部を第2環状体3の枠体3aに介入係止する例を示したが、この例とは逆に連結杆4b、4d、4eを第2環状体3の枠体3aに溶着又は係着し、これらの先端係止部を第1環状体2の枠体2aに係止するようにしてもよい。   In this embodiment, the connecting rods 4b, 4d, and 4e of the connecting means 4 are welded to the frame 2a of the first annular body 2, and the tip locking portions are intervened on the frame 3a of the second annular body 3. Although an example of stopping is shown, conversely to this example, the connecting rods 4b, 4d, and 4e are welded or engaged with the frame 3a of the second annular body 3, and these leading end locking portions are connected to the first annular body 2. You may make it latch to the frame 2a.

図9は鉄筋コンクリート有孔梁の補強金具の実施例2の斜視図である。   FIG. 9 is a perspective view of Example 2 of the reinforcing metal fitting for a reinforced concrete perforated beam.

補強金具11は後方の第1環状体2と前方の第2環状体3と該第2環状体3の外方に該第2環状体3と同心に設けた外方環状体5とからなる。   The reinforcing metal fitting 11 includes a rear first annular body 2, a front second annular body 3, and an outer annular body 5 provided concentrically with the second annular body 3 on the outer side of the second annular body 3.

前記外方環状体5は棒鋼を八角形に折り曲げて環状に形成した枠体5aを有している。外方環状体5の斜視図を図10に示した。   The outer annular body 5 has a frame body 5a formed by bending a steel bar into an octagonal shape. A perspective view of the outer annular body 5 is shown in FIG.

前記枠体5aは前記第2環状体3の枠体3aよりも大径に形成され、前記枠体3aを内部に係止するための複数の支持具6を内方に突設して有しており、これら支持具6を介して外方環状体5と第2環状体3は同心に連結すると共に、両者は分離可能に組立てられている。   The frame body 5a is formed to have a larger diameter than the frame body 3a of the second annular body 3, and has a plurality of support members 6 projecting inwardly for locking the frame body 3a inside. The outer annular body 5 and the second annular body 3 are concentrically connected via these supports 6 and are assembled in a separable manner.

即ち前記支持具6は、前記枠体5aの上部に内方へ向かって進退調節可能に突設した略J字状の第1支持体6aと、前記枠体5aの左右の下辺部に各内方へ向かって突設した略J字状の第2支持体6b、6cとからなる。   That is, the support 6 has a substantially J-shaped first support 6a projecting from the upper part of the frame 5a so as to be able to advance and retreat inward, and the inner sides of the left and right lower sides of the frame 5a. It consists of the substantially J-shaped 2nd support bodies 6b and 6c which protruded toward the direction.

前記外方環状体5を前記第2環状体3に連結する場合には、外方環状体5が有する2本の第2支持体6b、6cを前記第2環状体3の枠体3aに係止し、続いて前記第1支持体6aのフック部を前記枠体3aの上部に係合させ、前記第1支持体6aの根部のねじを調節して、前記外方環状体5と前記第2環状体3とがタイトに連結するようにナット6dで締付けている。   When the outer annular body 5 is connected to the second annular body 3, the two second supports 6 b and 6 c included in the outer annular body 5 are engaged with the frame body 3 a of the second annular body 3. Then, the hook portion of the first support body 6a is engaged with the upper portion of the frame body 3a, and the screw of the root portion of the first support body 6a is adjusted so that the outer annular body 5 and the first The two annular bodies 3 are tightened with nuts 6d so as to be tightly connected.

本実施例2の補強金具11の使用方法は前記実施例1と同様にあばら筋に係着して使用する。   The method of using the reinforcing metal fitting 11 of the second embodiment is used by engaging with the streaks as in the first embodiment.

実施例2の補強金具11は、前記実施例1の有孔梁よりも強度の強化が要求され、且つ梁高さが高くなるのが許容される場合に用いられる。   The reinforcing metal fitting 11 of the second embodiment is used when the strength is required to be stronger than that of the perforated beam of the first embodiment and the height of the beam is allowed to increase.

本発明の鉄筋コンクリート有孔梁の補強金具は、マンションなどの高層建築において、特に梁高さの低いものが要求される場合に利用される。   The reinforced concrete perforated beam reinforcing metal fitting of the present invention is used in a high-rise building such as a condominium where particularly a low beam height is required.

実施例1の鉄筋コンクリート有孔梁の補強金具の斜視図である。It is a perspective view of the reinforcement metal fitting of a reinforced concrete perforated beam of Example 1. 前記補強金具の一部、第1環状体の正面図である。It is a front view of a part of said reinforcement metal fitting and a 1st annular body. 前記第1環状体の側面図である。It is a side view of the first annular body. 前記第1環状体の上面図である。It is a top view of the first annular body. 前記補強金具の一部、第2環状体の正面図である。It is a front view of a part of said reinforcement metal fitting and a 2nd annular body. 前記第2環状体の側面図である。It is a side view of the said 2nd annular body. 実施例1の鉄筋コンクリート有孔梁の補強金具の使用状態を示す斜視図である。It is a perspective view which shows the use condition of the reinforcement metal fitting of the reinforced concrete perforated beam of Example 1. FIG. 前記補強金具の一部、第2環状体の前記図5とは他の例の正面図である。FIG. 5 is a front view of another example of the part of the reinforcing metal fitting and the second annular body shown in FIG. 5. 実施例2の鉄筋コンクリート有孔梁の補強金具の斜視図である。It is a perspective view of the reinforcement metal fitting of a reinforced concrete perforated beam of Example 2. 同上実施例2の鉄筋コンクリート有孔梁の補強金具の一部、外方環状体の斜視図である。It is a perspective view of a part of reinforcement metal fitting of a reinforced concrete perforated beam of Example 2 same as the above, an outer annular body. 従来の鉄筋コンクリート有孔梁の補強金具の一例である。It is an example of the reinforcement metal fitting of the conventional reinforced concrete perforated beam. 従来の鉄筋コンクリート有孔梁の使用状態を示す説明図である。It is explanatory drawing which shows the use condition of the conventional reinforced concrete perforated beam.

符号の説明Explanation of symbols

1、11 鉄筋コンクリート有孔梁の補強金具
2、3、3´、5 環状体
3b 当接具
3c、3d スリーブ受具
3e、3f あばら筋の挟圧金具
4 連結手段
4b、4d、4e 連結杆
4c 係止具
4f、4g 受体
6 支持具
6a 第1支持体
6b、6c 第2支持体
1,11 Reinforced metal fittings for reinforced concrete perforated beams
2, 3, 3 ', 5 ring body 3b contact tool 3c, 3d sleeve holder 3e, 3f rib clamp metal fitting 4 connecting means 4b, 4d, 4e connecting rod 4c locking tool 4f, 4g receiver 6 support Tool 6a 1st support body 6b, 6c 2nd support body

Claims (7)

前後に位置する複数の環状体と、これら環状体を前後に連結する連結手段とからなる鉄筋コンクリート有孔梁の補強金具。   A reinforcing bracket for a reinforced concrete perforated beam comprising a plurality of annular bodies positioned in the front-rear direction and connecting means for connecting the annular bodies in the front-rear direction. 前記連結手段は、前記前後に位置する環状体の一方の環状体から他方の環状体に向って突設し先端部に該他方の環状体に係止する係止部を有する連結杆からなる請求項1に記載の鉄筋コンクリート有孔梁の補強金具。   The connecting means comprises a connecting rod that protrudes from one annular body of the annular body located in the front-rear direction toward the other annular body, and has a locking portion that engages with the other annular body at a distal end portion. Item 2. A reinforcing metal fitting for a reinforced concrete perforated beam according to item 1. 前記連結杆は複数本からなり、これら連結杆のうちの1部の連結杆の前記係止部は前記他方の環状体を介入係止する略U字状の受体からなると共に残りの連結杆の前記係止部は他方の環状体に係脱可能な係止具からなる請求項2に記載の鉄筋コンクリート有孔梁の補強金具。   The connecting rod comprises a plurality of connecting rods, and the locking portion of one of the connecting rods is formed of a substantially U-shaped receiver for interveningly locking the other annular body and the remaining connecting rods. The reinforcing member for a reinforced concrete perforated beam according to claim 2, wherein the locking portion comprises a locking tool that can be engaged with and disengaged from the other annular body. 前記前方の環状体は、その下半部にスリーブを支承するスリーブ受具が内方に突設されていると共に、上半部に前記スリーブをその上面から当接する進退調節可能な当接具が内方に突設されている請求項1乃至請求項3のいずれか1に記載の鉄筋コンクリート有孔梁の補強金具。   The front annular body has a sleeve receiving member that supports the sleeve in its lower half and protrudes inward, and an abutting tool that can be advanced and retracted to contact the sleeve from its upper surface in the upper half. The reinforcing metal fitting for a reinforced concrete perforated beam according to any one of claims 1 to 3, wherein the reinforcing metal fitting is projecting inwardly. 前記前方の環状体は、内方端で該環状体に係止する複数の支持具を内方に突設した外方環状体を具備する請求項1乃至請求項4のいずれか1に記載の鉄筋コンクリート有孔梁の補強金具。   The said front annular body is equipped with the outer annular body which protruded inwardly the several support tool latched to this annular body by an inner end, The any one of Claim 1 thru | or 4 characterized by the above-mentioned. Reinforced bracket for reinforced concrete perforated beams. 前記複数の支持具のうち1の支持具は前記外方環状体に進退調節可能に突設した略J字状の第1支持体からなると共に、残りの支持具は前記外方環状体に固定して突設した略J字状の第2支持体からなる請求項5に記載の鉄筋コンクリート有孔梁の補強金具。   One of the plurality of support members is composed of a substantially J-shaped first support member projecting on the outer annular body so as to be able to advance and retract, and the remaining support members are fixed to the outer annular body. The reinforcing metal fitting for a reinforced concrete perforated beam according to claim 5, comprising a substantially J-shaped second support projectingly provided. 前記前方の環状体は八角形からなり、その左右にあばら筋の挟圧金具を設けた請求項1乃至請求項4に記載の鉄筋コンクリート有孔梁の補強金具。   5. The reinforcing bracket for a reinforced concrete perforated beam according to any one of claims 1 to 4, wherein the front annular body is formed in an octagonal shape and provided with pinch metal fittings on both sides thereof.
JP2006261901A 2006-09-27 2006-09-27 Reinforcing fitting for reinforced holed concrete beam Pending JP2008081993A (en)

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JP2006261901A JP2008081993A (en) 2006-09-27 2006-09-27 Reinforcing fitting for reinforced holed concrete beam

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