JP2010242482A - Reinforcing fitting for reinforced-concrete perforated beam - Google Patents

Reinforcing fitting for reinforced-concrete perforated beam Download PDF

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JP2010242482A
JP2010242482A JP2009127214A JP2009127214A JP2010242482A JP 2010242482 A JP2010242482 A JP 2010242482A JP 2009127214 A JP2009127214 A JP 2009127214A JP 2009127214 A JP2009127214 A JP 2009127214A JP 2010242482 A JP2010242482 A JP 2010242482A
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frame
reinforced concrete
support
reinforcing
metal fitting
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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 fitting which is used for arranging reinforced concrete perforated beams, is easily manufactured and mounted, causes no construction failure, can be miniaturized, and can obtain sufficient reinforcing strength. <P>SOLUTION: The reinforcing fitting comprises: a frame-shaped body 2 formed in a quadrilateral by bending a steel bar for reinforced concrete with corners 2a, 2b, 2c, 2d on the upper, lower, right and left sides, while making knot-shaped expanding portions 2e, 2e at the terminals of both ends of the steel bar and intersecting the both ends with each other at the corner 2c; upper and lower locking means 3 having two mounting rods 3a, 3b which include locking portions 3ab to stirrups A on both ends and are fixed parallel to each other at the inner side of the upper and lower corners 2a, 2b of the frame-shaped body 2; and a support means 4 having three support rods 4a, 4b, 4c of a sleeve B, a support body 4ab for locking the support rod 4a so as to freely advance/retreat toward the center of the frame-shaped body 2, or the like. <P>COPYRIGHT: (C)2011,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 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.

このような鉄筋コンクリート有孔梁の補強金具の従来例を図25及び図26に示した。   A conventional example of such a reinforced concrete perforated beam reinforcing bracket is shown in FIGS.

即ち、補強金具Aは複数の環状体aを共通1本の棒体により形成してこれら環状体aをその内外の移行部で交差し、最も外側の環状体aに相応する個所の前記棒体の両端末部cを内方に折り曲げて最も外側の環状体aの次の内側の環状体aに溶接し、内外の環状体aの下方部の両辺部に連結杆b、bを連結固定した例が知られている(例えば特許文献1参照。)。   That is, the reinforcing metal fitting A has a plurality of annular bodies a formed by one common rod body, the annular bodies a intersect at the inner and outer transition portions, and the rod bodies corresponding to the outermost annular body a. Both end portions c of the inner ring body are bent inward and welded to the inner ring body a next to the outermost ring body a, and the connecting rods b and b are connected and fixed to both sides of the lower part of the inner and outer ring bodies a. Examples are known (for example, see Patent Document 1).

そして梁のあばら筋dに環状体aを針金により結束して補強金具Aを固定し、梁内に孔を形成するための円筒状スリーブBは、前記環状体aに挿通されると共に前記連結杆b、bの先端部にて支承されている。尚、Eは型枠を示す。   A cylindrical sleeve B for binding the annular body a to the rib streak d of the beam with a wire to fix the reinforcing metal fitting A and forming a hole in the beam is inserted into the annular body a and the connecting rod. It is supported at the tip of b and b. E indicates a formwork.

特許第3556506号公報Japanese Patent No. 3556506

この従来の補強金具Aによれば、1本の棒状体を移行部で交差して内外の複数の環状体aに形成し、最も外側の環状体aに相応する個所の前記棒状体の両端末部cを内方に折り曲げて次の内側の環状体aに溶接している構成であるので、製作に手間がかかると共に重量が大となって施工が行いにくく、又環状体aとあばら筋dとの針金による結束が不充分であると枠体が斜めに取り付けられたりして施工不良が発生するという問題点があった。   According to this conventional reinforcing metal fitting A, a single rod-shaped body intersects at the transition portion to form a plurality of inner and outer annular bodies a, and both ends of the rod-shaped body at locations corresponding to the outermost annular body a. Since the portion c is bent inward and welded to the next inner ring body a, it takes time and labor to manufacture, and the construction is difficult to perform, and the ring body a and the stirrup d If the wire is not sufficiently bound with the wire, there is a problem that the frame body is attached obliquely, resulting in poor construction.

本発明はこれらの問題点を解消し、製作が容易になると共に、あばら筋への取り付けが正確に行えて施工不良を発生することがなく、小型化が可能で、しかも十分な補強強度の得られる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 eliminates these problems, facilitates production, and can be accurately attached to stirrups without causing poor construction, enabling downsizing and obtaining sufficient reinforcement strength. An object of the present invention is to provide a reinforced concrete perforated beam reinforcing bracket.

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、該枠状体に固定され該スリーブの左右に配置されているあばら筋に係止可能な係止部を具備する係止手段と、前記枠状体に設けられ前記スリーブをその外周より支持する支持手段とからなる。   In order to achieve the above object, the present invention provides a frame-like body formed by bending a rod body into a frame shape so that a sleeve can be inserted into the frame shape, and fixed to the frame-like body and arranged on the left and right sides of the sleeve. And a supporting means for supporting the sleeve from the outer periphery thereof.

本発明の効果として、製作が容易になると共に軽くなって施工上の取扱いが容易となり、又あばら筋への取付けが正確に行えて施工不良の発生がなく、枠体の小型化が可能で、しかも充分な補強強度の得られる鉄筋コンクリート有孔梁の補強金具を提供できる。   As an effect of the present invention, it becomes easy to manufacture and becomes light and easy to handle in construction, and it can be accurately attached to a stirrup and there is no construction failure, and the frame can be downsized. In addition, it is possible to provide a reinforced concrete perforated beam reinforcing bracket capable of obtaining sufficient reinforcing strength.

本発明の実施例1の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 1 of this invention. 同上補強金具の側面図である。It is a side view of a reinforcement metal fitting same as the above. 同上補強金具の上側の支持手段の個所で、上側支持杆の固定方法の第1ステップを示す正面側の斜視図である。It is a perspective view of the front side which shows the 1st step of the fixing method of an upper side support rod in the location of the upper support means of a reinforcement metal fitting same as the above. 同固定方法の第2ステップを示す正面側の斜視図である。It is a perspective view of the front side which shows the 2nd step of the fixing method. 同第2ステップを示す背面側の斜視図である。It is a perspective view of the back side which shows the 2nd step. 同固定方法の最終ステップを示す正面側の斜視図である。It is a perspective view of the front side which shows the last step of the fixing method. 同最終ステップを示す背面側の斜視図である。It is a perspective view of the back side which shows the last step. 本発明の実施例2の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 2 of this invention. 本発明の実施例3の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 3 of this invention. 本発明の実施例4の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 4 of this invention. 本発明の実施例5の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 5 of this invention. 本発明の実施例6の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 6 of this invention. 同上補強金具の側面図である。It is a side view of a reinforcement metal fitting same as the above. 同上補強金具の上側の支持手段の個所の斜視図である。It is a perspective view of the location of the upper support means of the same reinforcing metal fitting. 本発明の実施例7の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 7 of this invention. 本発明の実施例8の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 8 of this invention. 本発明の実施例9の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 9 of this invention. 本発明の実施例10の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 10 of this invention. 同上補強金具の側面図である。It is a side view of a reinforcement metal fitting same as the above. 本発明の実施例11の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 11 of this invention. 本発明の実施例12の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 12 of this invention. 本発明の実施例13の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 13 of this invention. 本発明の実施例14の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 14 of this invention. 本発明の実施例15の補強金具の正面図である。It is a front view of the reinforcement metal fitting of Example 15 of this invention. 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.

本発明を実施するための形態の実施例を次に示す。   The example of the form for carrying out the present invention is shown next.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例1を図1乃至図7により説明する。   A first embodiment of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIGS.

図1は本実施例の補強金具1の正面図であり、図2はその側面図である。尚、Aは梁のあばら筋であり、Bは孔形成用のスリーブを示し、Cは補強金具とあばら筋Aとを針金で結束した結束部を示す。   FIG. 1 is a front view of a reinforcing metal fitting 1 of this embodiment, and FIG. 2 is a side view thereof. Here, A is a stirrup of the beam, B is a sleeve for forming a hole, and C is a binding portion where the reinforcing metal fitting and the stirrup A are bound by a wire.

補強金具1は主に鉄筋コンクリート用棒鋼からなり、一本の棒鋼を折り曲げて上下及び左右に角部2a、2b、2c、2dを有する一重の四辺形に形成されている枠状体2と、該枠状体2の上下にある各角部2a、2bの内方、即ち該枠状体2の上方部の左右の辺部と該枠状体2の下方部の左右の辺部に溶接して上下平行に固定されている取付け杆3a、3bからなる上下の係止手段3と、スリーブBを支承するための3本の支持杆4a、4b、4cからなる支持手段4とからなる。   The reinforcing metal fitting 1 is mainly composed of steel bars for reinforced concrete, and a frame-like body 2 formed by bending a single steel bar into a single quadrilateral having corners 2a, 2b, 2c, 2d in the vertical and horizontal directions, Weld to the inside of each corner 2a, 2b above and below the frame-like body 2, that is, the left and right sides of the upper portion of the frame-like body 2 and the left and right sides of the lower portion of the frame-like body 2. It consists of upper and lower locking means 3 consisting of mounting rods 3a and 3b fixed in parallel in the vertical direction and support means 4 consisting of three support rods 4a, 4b and 4c for supporting the sleeve B.

前記枠状体2は該枠状体2を形成する棒鋼の両端末にそれぞれ該棒鋼の直径よりも大径の瘤状に膨出させた膨出部2e、2eを形成し、これら両端末に連なる端部が枠状体2の側方の角部2cにおいて互いに交差して、前記膨出部2e、2eが該角部2cの外方へ少許突出するように形成されている。   The frame-like body 2 is formed with bulging portions 2e and 2e bulging in both ends of the steel bar forming the frame-like body 2 in the shape of a larger diameter than the diameter of the steel bar. The continuous ends cross each other at the corner 2c on the side of the frame-like body 2, and the bulging portions 2e and 2e are formed so as to protrude slightly outside the corner 2c.

又、該枠状体2は該角部の前記交差個所2cにおいて、前記両端部を互いに溶接して固定している。   The frame-like body 2 is fixed by welding the both end portions to each other at the intersection 2c of the corner portion.

前記取付け杆3a、3bは、鉄筋コンクリート用棒鋼製の棒状体の左右端部を直角に同一方向に折り曲げて形成した係止部3abを各端部に有しており、該取付け杆3a、3bにより係止手段3が形成されている。   The attachment rods 3a and 3b have locking portions 3ab formed by bending right and left ends of a rod-shaped body made of steel bars for reinforced concrete at right angles in the same direction. Locking means 3 is formed.

又、前記係止部3abの各先端部には、プラスチック等の可撓性を有する材料からなる円筒状のキャップ3dを被せてある。   Further, a cylindrical cap 3d made of a flexible material such as plastic is put on each tip of the locking portion 3ab.

尚、上側の取付け杆3aの両端部のキャップ3dの色分けにより枠状体2の棒鋼の径を識別できるようにし、又下側の取付け杆3bの両端部のキャップ3dの色分けにより枠状体2のサイズを識別するようにした。これにより作業現場での施工、管理、検査等を容易に行うことができる。   The diameter of the steel bar of the frame-like body 2 can be identified by the color coding of the caps 3d at both ends of the upper mounting rod 3a, and the frame-like body 2 by the color coding of the caps 3d at both ends of the lower mounting rod 3b. The size of was identified. Thereby, construction, management, inspection and the like at the work site can be easily performed.

前記支持手段4は上側の支持杆4aと下側の左右の支持杆4b、4cとからなり、下側の左右の支持杆4b、4cは棒状体からなり前記枠状体2の下方部の左右の辺部に根部で固定されている。   The support means 4 comprises an upper support rod 4a and lower left and right support rods 4b and 4c, and the lower left and right support rods 4b and 4c comprise a rod-like body, It is fixed to the edge of the root with a root.

又、上側の支持杆4aは、上端部に横杆4aaを直交して固定した棒状体からなり、上方の取付け杆3aの中央部に、間隔を存して上下に延びる左右の棒体からなる支持体4abを固定し、該支持体4ab間に前記上側の支持杆4aを摺接しながら上下動可能に介在して支持されている。   Further, the upper support rod 4a is composed of a rod-like body in which the horizontal rod 4aa is orthogonally fixed to the upper end portion, and is composed of left and right rod bodies extending vertically with a space in the center portion of the upper attachment rod 3a. The support body 4ab is fixed, and the upper support rod 4a is slidably contacted between the support bodies 4ab so as to be movable up and down.

4eは前記上側の支持杆4a及び下側の支持杆4b、4cの先端部に被せたキャップであり、プラスチック等の可撓性を有する材料からなる。   Reference numeral 4e denotes a cap that covers the top ends of the upper support rod 4a and the lower support rods 4b and 4c, and is made of a flexible material such as plastic.

そして該キャップ4eの色分けにより支持されるスリーブBの径を識別できるようにし、作業現場での施工、管理、検査等を容易に行うことができる。   The diameter of the sleeve B supported by the color coding of the cap 4e can be identified, and construction, management, inspection, etc. at the work site can be easily performed.

4fは針金を示し、該針金4fは図3乃至図7に示す如く、上側の支持杆4aを上側の取付け杆3aに結え付けるのに使用する。   Reference numeral 4f denotes a wire, and the wire 4f is used to tie the upper support rod 4a to the upper mounting rod 3a as shown in FIGS.

ここで、コンクリートのかぶり厚が50mmとされている地中梁用には例えば赤色の針金4fを結着した補強金具1を、又はコンクリートのかぶり厚が40mmとされている一般梁用には青色の針金4fを結着した補強金具1を使用する如く針金4fの色別けにより地中梁用の補強金具1又は一般梁用の補強金具1を作業員が目で判別して施工の効率化を図るようにした。   Here, for the underground beam having a concrete cover thickness of 50 mm, for example, the reinforcing metal fitting 1 bound with a red wire 4 f is used, or for a general beam having a concrete cover thickness of 40 mm, blue. As the use of the reinforcing metal fitting 1 to which the wire 4f is attached, the worker distinguishes the reinforcing metal fitting 1 for the underground beam or the reinforcing metal fitting 1 for the general beam according to the color of the wire 4f so that the construction efficiency is improved. I tried to figure it out.

尚、左右の棒体からなる前記支持体4abは、各下方部で前記取付け杆3aに溶接固定すると共に各下端部を鍵状に折り曲げて、該折り曲げ部4ab1を前記取付け杆3aの後方へ突出させている。   The support body 4ab composed of left and right rods is welded and fixed to the mounting rod 3a at each lower portion, and each lower end portion is bent into a key shape so that the bent portion 4ab1 protrudes rearward of the mounting rod 3a. I am letting.

次に本実施例の鉄筋コンクリート有孔梁の補強金具1の使用方法及びその効果について説明する。   Next, the usage method and the effect of the reinforcing metal fitting 1 of the reinforced concrete perforated beam of the present embodiment will be described.

補強金具1は、コンクリート型枠内の貫通孔設置個所の両側にあるあばら筋Aに、各取付け杆3a、3bの両端にある係合部3abを係合させて補強金具1をあばら筋Aに正確に位置決めセットをしてから、枠状体2をあばら筋Aに針金で結束して補強金具1を固定する。この結束部をCで示した。   The reinforcing metal fitting 1 is connected to the stirrup A on both sides of the through-hole installation location in the concrete mold by engaging the engaging portions 3ab on both ends of the mounting rods 3a and 3b. After the positioning set is accurately performed, the frame-like body 2 is bound to the stirrup A with a wire and the reinforcing metal fitting 1 is fixed. This binding portion is indicated by C.

次に、前記枠状体2の中心部に孔を形成するためのスリーブBを挿通する。   Next, a sleeve B for forming a hole in the center of the frame-like body 2 is inserted.

このとき、上側の支持杆4aは前記枠状体2より取り外しておき、前記下側の支持杆4b、4cの先端部上にスリーブBを載置する。   At this time, the upper support rod 4a is removed from the frame-like body 2, and the sleeve B is placed on the tip portions of the lower support rods 4b and 4c.

その後上側の支持杆4aの下端部が前記スリーブBの上面に当たるように該支持杆4aを支持体4abの間に挿入する。   Thereafter, the support rod 4a is inserted between the supports 4ab so that the lower end portion of the upper support rod 4a contacts the upper surface of the sleeve B.

このとき、支持杆4aの上端部にある横杆4aaが前記支持体4abの左右の棒状体をガイドとして昇降するので、支持杆4aが支持体4abの間から脱落することがない。   At this time, the horizontal bar 4aa at the upper end of the support bar 4a moves up and down using the left and right bar-shaped bodies of the support body 4ab as guides, so that the support bar 4a does not fall off between the support bodies 4ab.

次に針金4fを用いて前記支持杆4aを取付け杆3aに結着する方法について図3乃至図7により説明する。   Next, a method of attaching the support rod 4a to the attachment rod 3a using the wire 4f will be described with reference to FIGS.

図3に示す如く、針金4fをループ状に形成し、その両端部を支持杆4aの中間部に巻き掛け、第1ステップとして中間折曲げ部4faは前記取付け杆3aの下方から後方を廻って上方へ引き上げるようにする。この針金4fの中間折曲げ部4faの引き上げにより上側の支持杆4aの下端部がスリーブBの上面を押圧する。   As shown in FIG. 3, the wire 4f is formed in a loop shape, and both ends thereof are wound around the intermediate portion of the support rod 4a. As a first step, the intermediate bent portion 4fa goes from the lower side of the mounting rod 3a to the rear. Pull up. The lower end portion of the upper support rod 4a presses the upper surface of the sleeve B by pulling up the intermediate bent portion 4fa of the wire 4f.

次に図4及び図5に示す如く、第2ステップとして前記針金4fの上方へ引き上げた部分を支持杆4aの頂部及び横杆4aaの両端部に巻き付けてから中間折曲げ部4faを下方へ引き下げる。こうして支持杆4aの下端部をスリーブBの上面に強く当接保持させることができる。   Next, as shown in FIGS. 4 and 5, as a second step, the portion pulled up above the wire 4f is wound around the top of the support rod 4a and both ends of the horizontal rod 4aa, and then the intermediate bent portion 4fa is pulled down. . In this way, the lower end portion of the support rod 4a can be held firmly against the upper surface of the sleeve B.

次に図6及び図7に示す如く、最終ステップとして前記下方に引き下げた針金4fの中間折曲げ部4faを、前記支持体4abの下端部の折り曲げ部4ab1掛け巻して係止する。   Next, as shown in FIGS. 6 and 7, as a final step, the intermediate bent portion 4fa of the wire 4f pulled down is hung and locked by bending the bent portion 4ab1 at the lower end of the support 4ab.

かくて、スリーブBは支持杆4a、4b、4cにより確実に支持され、又、組み立てられた配筋間の狭い空間中でも針金4fの横杆4aa等への巻き付けが容易に行なえる。   Thus, the sleeve B is reliably supported by the support rods 4a, 4b, and 4c, and the wire 4f can be easily wound around the horizontal rod 4aa and the like even in a narrow space between the assembled bar arrangements.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例2を図8により説明する。   Example 2 of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図8は本実施例の補強金具11の正面図である。   FIG. 8 is a front view of the reinforcing metal fitting 11 of this embodiment.

本実施例の補強金具11においてその枠状体2Aは一本の棒鋼を折り曲げて内外二重の四辺形に形成されている。   In the reinforcing metal fitting 11 of this embodiment, the frame-like body 2A is formed into a double-sided quadrilateral by bending a single steel bar.

該枠状体2Aを形成する棒鋼は、その両端部の端部にそれぞれ該棒鋼の直径よりも大径の瘤状の膨出部2e、2eを有しており、これら両端部が前記枠状体2Aの側方の角部2Acにおいて互いに交差して、前記膨出部2e、2eが該角部2Acの外方へ少許突出するように形成されており、該交差個所2Acにおいて、前記両端部を互に溶接して固定している。   The steel bar forming the frame-like body 2A has swell-like bulged parts 2e and 2e each having a diameter larger than the diameter of the steel bar at both ends thereof, and these both end parts are in the shape of the frame. The bulging portions 2e and 2e intersect each other at the corner portion 2Ac on the side of the body 2A so that the bulging portions 2e and 2e protrude slightly outward from the corner portion 2Ac. Are fixed to each other by welding.

前記枠状体2Aの上下の角部2Aa、2Abの内方には、2本の棒状の取付け杆3a、3bが互いに平行に前記内外二重の枠状体2Aに溶接して固定されている。   Two rod-like mounting rods 3a and 3b are fixed to the inner and outer double frame-like body 2A in parallel with each other inside the upper and lower corners 2Aa and 2Ab of the frame-like body 2A. .

スリーブBを支持する支持手段4は実施例1と同様に形成されており、内側の枠状体2Aの下方部の左右の辺部と上側に位置する取付け杆3aの中心部に設けられている。   The support means 4 for supporting the sleeve B is formed in the same manner as in the first embodiment, and is provided at the left and right sides of the lower part of the inner frame-like body 2A and at the center of the mounting rod 3a located on the upper side. .

本実施例では枠状体2Aを内外二重の四辺形からなるものとしたが、これは実施例1の補強金具1では補強筋量が不足の場合に好適である。   In this embodiment, the frame-like body 2A is made of a double-sided quadrilateral, but this is suitable when the reinforcing metal fitting 1 of the first embodiment is insufficient in the amount of reinforcing bars.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例3を図9により説明する。   Example 3 of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図9は本実施例の補強金具21の正面図である。   FIG. 9 is a front view of the reinforcing metal fitting 21 of this embodiment.

本実施例の補強金具21において、その枠状体2Bは一本の棒鋼を折り曲げて内外三重の四辺形に形成されており、該枠状体2Bの両端部に前記実施例2と同様に膨出部2e、2eを有していると共にこれら膨出部2e、2eが前記両端部の交差部より少許突出しており、該交差個所2Bcにおいて、前記両端部を互に溶接して固定している。   In the reinforcing metal fitting 21 of the present embodiment, the frame body 2B is formed into an inner and outer triple quadrilateral by bending a single steel bar, and is expanded at both ends of the frame body 2B in the same manner as in the second embodiment. The protrusions 2e and 2e are provided, and the bulging parts 2e and 2e protrude slightly from the intersections of the both ends, and the both ends are fixed to each other at the intersection 2Bc. .

前記枠状体2Bの上下の角部2Ba、2Bbの内方には、2本の棒状の取付け杆3a、3bが互いに平行に内外三重の枠状体2Bの内方の二重の部分の枠状体2Bに溶接して固定されている。   Inside the upper and lower corners 2Ba, 2Bb of the frame-like body 2B, two rod-like mounting rods 3a, 3b are parallel to each other, and the inner double frame of the inner-outer triple frame-like body 2B. It is fixed by welding to the body 2B.

スリーブBを支持する支持手段4は実施例2と同様に内側の枠状体2Bの下方部の左右の辺部と上側の取付け杆3aの中心部に設けられている。   The support means 4 for supporting the sleeve B is provided at the left and right sides of the lower part of the inner frame-like body 2B and at the center of the upper mounting rod 3a as in the second embodiment.

本実施例では実施例2の補強金具11によっても補強筋量が不足している場合に更に補強するのに好適である。   In the present embodiment, the reinforcing metal fitting 11 of the second embodiment is suitable for further reinforcement when the reinforcing bar amount is insufficient.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例4を図10により説明する。   Example 4 of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図10は本実施例の補強金具31の正面図である。   FIG. 10 is a front view of the reinforcing metal fitting 31 of this embodiment.

本実施例の補強金具31は前記実施例3と同様に内外三重の四辺形の枠状体2Bからなると共に、支持手段4が実施例3と同様に設けられており、相違するところは、上下の取付け杆3a、3bが長く形成され、三重の枠状体2Bの全てにわたって溶接して固定されている点である。   The reinforcing metal fitting 31 of the present embodiment is composed of an inner / outer triple quadrilateral frame 2B as in the third embodiment, and the support means 4 is provided in the same manner as in the third embodiment. The attachment rods 3a and 3b are formed long and welded and fixed over the entire triple frame 2B.

本実施例は、補強量が不足している場合の特に大径のスリーブBの支持に好適である。   This embodiment is particularly suitable for supporting the large-diameter sleeve B when the reinforcement amount is insufficient.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例5を図11により説明する。   Embodiment 5 of a reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図11は本実施例の補強金具41の正面図であり、本実施例の補強金具41においては、一本の鋼棒を曲げて円形の枠状体2Dに形成し、該鋼棒の端部において交差して両端末に前記実施例1と同様に膨出部2e、2eを形成すると共に前述した交差個所2Dcにおいて、両端部を互いに溶接して固定した。   FIG. 11 is a front view of the reinforcing bracket 41 of the present embodiment. In the reinforcing bracket 41 of the present embodiment, one steel bar is bent to form a circular frame-like body 2D, and the end of the steel rod In the same manner as in Example 1 above, the bulging portions 2e and 2e were formed at both ends, and both ends were fixed to each other at the intersection 2Dc described above.

そして前記枠状体2Dの上方部に上側の係止手段3の取付け杆3aを溶接固定すると共に、該枠状体2Aの下方部に下側の係止手段3の取付け杆3bを溶接固定した。   Then, the upper hook 3a of the upper locking means 3 is welded and fixed to the upper part of the frame 2D, and the lower hook 3b of the lower locking means 3 is welded and fixed to the lower part of the frame 2A. .

又、支持手段4の下側の左右支持杆4b、4cは前記枠状体2Dの下方部の左右の湾曲状の辺部に前記実施例1と同様に溶接固定し、又前記支持手段4の上側の支持杆4aは前記上側の取付け杆3aの中間部に前記実施例1と同様に進退可能に設けた。   The left and right support rods 4b, 4c on the lower side of the support means 4 are welded and fixed to the left and right curved sides of the lower portion of the frame-like body 2D in the same manner as in the first embodiment. The upper support rod 4a is provided at the intermediate portion of the upper attachment rod 3a so as to be able to advance and retreat as in the first embodiment.

この実施例の補強金具41は鉄筋コンクリートの梁において、スリーブBの外方に同芯状の湾曲状のひび割れに対しての防止に好適である。   The reinforcing metal fitting 41 of this embodiment is suitable for preventing a concentric curved crack on the outer side of the sleeve B in a reinforced concrete beam.

尚、前記実施例1乃至実施例4の補強金具1、11、21及び31は枠状体2、2A及び2Bが4角形の例を示したが、これらは6角形、8角形等の多角形に形成してもよい。   In addition, although the reinforcing metal fittings 1, 11, 21, and 31 of the first to fourth embodiments are examples in which the frame-like bodies 2, 2A, and 2B are quadrangular, these are polygons such as hexagons and octagons. You may form in.

又、前記実施例1乃至実施例5の補強金具1、11、21、31及び41においては、上側の支持手段4を上側の取付け杆3aの中央部に設けた例を示したが、前記枠状体2、2A、2B又は2Dの頂部に直接設けてもよい。   In the reinforcing metal fittings 1, 11, 21, 31, and 41 of the first to fifth embodiments, the upper support means 4 is provided at the center of the upper mounting rod 3a. You may provide directly in the top part of the shape 2, 2A, 2B or 2D.

更に又、前記実施例1乃至実施例5において、支持手段4の支持杆4a、4b、4cを棒状体により形成したがこれは帯状板等任意であり、特に上側の支持杆4aについては進退可能で且つ側方に突出する横杆を有していることが必要である。   Furthermore, in the first to fifth embodiments, the support rods 4a, 4b, and 4c of the support means 4 are formed of a rod-like body. However, this is optional, such as a belt-like plate, and the upper support rod 4a can be advanced and retracted. In addition, it is necessary to have a horizontal ridge projecting sideways.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例6を図12乃至図14により説明する。   A sixth embodiment of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIGS.

図12は本実施例の補強金具51の正面図であり、図13はその側面図であり、図14は上側の支持手段の個所の斜視図である。   FIG. 12 is a front view of the reinforcing metal fitting 51 of the present embodiment, FIG. 13 is a side view thereof, and FIG. 14 is a perspective view of a portion of the upper support means.

補強金具51は、前記実施例1の補強金具1における支持手段4の代りに他の形態の支持手段5を用いるようにした以外は前記補強金具1と同一の構造である。   The reinforcing metal fitting 51 has the same structure as that of the reinforcing metal fitting 1 except that the supporting means 5 of another form is used instead of the supporting means 4 in the reinforcing metal fitting 1 of the first embodiment.

即ち、前記支持手段5は上側の支持杆5aと下側の左右の支持杆5b、5cとからなり、これら支持杆5a、5b、5cは細目の棒鋼をコ字状に折り曲げて形成されており、下側の左右の支持杆5b、5cはそのコ字状の両脚部において前記枠状体2の下方部の左右の辺部に溶接固定されていると共にコ字状の中間辺部5dを前記枠状体2の中心部に向くように形成されている。   That is, the support means 5 comprises an upper support rod 5a and lower left and right support rods 5b, 5c. These support rods 5a, 5b, 5c are formed by bending fine steel bars into a U-shape. The lower left and right support rods 5b and 5c are welded and fixed to the left and right sides of the lower portion of the frame-like body 2 at the U-shaped legs and the U-shaped intermediate side 5d is It is formed so as to face the center of the frame-like body 2.

又、上側の支持杆5aの第1支持体5a1、5a2は図14に示す如く同形で、帯状の鉄板をコ字状に折り曲げて形成されており、これら第1支持体5a1、5a2の上下にある水平板部に前記上側支持杆5aのコ字状の両辺垂直部(脚部)が挿通して進退可能な挿通孔を有すると共に、これら第1支持体5a1、5a2を並べて前記上側の取付け杆3aの中央部に間隔を存して溶接固定している。   Further, the first support members 5a1, 5a2 of the upper support bar 5a have the same shape as shown in FIG. 14, and are formed by bending a belt-shaped iron plate into a U-shape, and are formed above and below these first support members 5a1, 5a2. A horizontal plate portion has insertion holes through which the U-shaped vertical sides (leg portions) of the upper support rod 5a can be advanced and retracted, and the first support members 5a1, 5a2 are arranged side by side to form the upper attachment rod. 3a is fixed by welding at an interval.

そして前記上側支持杆5aのコ字状の中間辺部5dは下側に位置して枠状体2の中心部に向いており、又該上側支持杆5aの該両辺垂直部の上端部には、棒状の係止杆5a3を溶接して固定しており、該係止杆5a3の両端部は支持杆5aの両辺垂直部の両側方へ突出して腕部5a6を形成している。   The U-shaped intermediate side portion 5d of the upper support rod 5a is located on the lower side toward the center of the frame-like body 2, and the upper end portion of the vertical portion on both sides of the upper support rod 5a is The rod-shaped locking rod 5a3 is fixed by welding, and both end portions of the locking rod 5a3 protrude to both sides of the vertical portions on both sides of the support rod 5a to form arm portions 5a6.

5fは針金を示し、該針金5fは中間部で湾曲状に折り曲げて指の挿入が可能な中間折曲げ部5faに形成すると共に両端部において前記係止杆5a3の中間部に結着し、該両端部と前記中間折曲げ部5faの中間部において前記上側の取付け杆3aに引っ掛けて折り返して該中間折曲げ部5faを前記腕部5a6の上方に延長するようにした。   5f indicates a wire, and the wire 5f is bent at an intermediate portion to be formed into an intermediate bent portion 5fa into which a finger can be inserted, and at both ends, is attached to an intermediate portion of the locking rod 5a3, At both ends and an intermediate portion of the intermediate bent portion 5fa, the upper bent portion 3a is hooked and folded to extend the intermediate bent portion 5fa above the arm portion 5a6.

次に本実施例の鉄筋コンクリート有孔梁の補強金具51の使用方法及びその効果について説明する。   Next, the usage method and the effect of the reinforcing metal fitting 51 of the reinforced concrete perforated beam of the present embodiment will be described.

本実施例におけるスリーブBの支持手段5の使用方法は前記実施例1における支持手段4の場合とは少許異なる。   The method of using the support means 5 of the sleeve B in this embodiment is slightly different from that of the support means 4 in the first embodiment.

即ち、前記枠状体2の中心部に孔を形成するためのスリーブBを挿通するときは、上側支持杆5aを上方に引き上げ、スリーブBを挿入し易いようにする。   That is, when inserting the sleeve B for forming a hole in the center part of the frame-like body 2, the upper support rod 5a is pulled upward so that the sleeve B can be easily inserted.

次いで前記下側支持杆5b、5cの先端部上にスリーブBを載置する。   Next, the sleeve B is placed on the tip of the lower support rods 5b and 5c.

その後上側支持杆5aの下方の中間辺部5dが前記スリーブBの上面に当たるところまで、該上側支持杆5aを手で押し下げる。   Thereafter, the upper support bar 5a is pushed down by hand until the lower intermediate side 5d of the upper support bar 5a hits the upper surface of the sleeve B.

次に前記針金5fの中間折曲げ部5faに指を挿入して該針金5fを図14の矢印Zの如く上方へ引張って、前記上側支持杆5aの中間辺部5dがスリーブBの上面に強く当るようにしてから該針金5fの中間折曲げ部5faの近傍を図14の想像線の如く前記係止杆5a3の腕部5a6に巻き付けて固定する。   Next, a finger is inserted into the intermediate bent portion 5fa of the wire 5f, and the wire 5f is pulled upward as indicated by an arrow Z in FIG. 14, so that the intermediate side portion 5d of the upper support rod 5a is strongly against the upper surface of the sleeve B. After the contact, the vicinity of the intermediate bent portion 5fa of the wire 5f is wound around the arm portion 5a6 of the locking rod 5a3 and fixed as indicated by the imaginary line in FIG.

本実施例の支持杆5a、5b及び5cは前記実施例1の支持杆4a、4b及び4cの如き可撓性を有するキャップ4eを有しないにも拘らず、作業者の手や指を傷つけることのないような平らな中間辺部5dを有しているので、配筋作業を安全に行なうことができる。   Although the support rods 5a, 5b and 5c of the present embodiment do not have the flexible cap 4e like the support rods 4a, 4b and 4c of the first embodiment, the hands and fingers of the operator are damaged. Since there is a flat intermediate side 5d that does not have any, the bar arrangement work can be performed safely.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例7を図15により説明する。   Example 7 of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図15は本実施例の補強金具61の正面図であり、本実施例の補強金具61において、上側の係止手段3の係止杆3aが前記枠状体2の上側の角部2aに1点で溶接固定されていると共に下側の係止手段3の係止杆3bが前記枠状体2の下側の角部2bに1点で溶接固定されている以外は前記第5実施例の補強金具1と同様である。   FIG. 15 is a front view of the reinforcing bracket 61 of the present embodiment. In the reinforcing bracket 61 of the present embodiment, the locking rod 3a of the upper locking means 3 is 1 on the upper corner 2a of the frame-like body 2. FIG. The fifth embodiment is the same as the fifth embodiment except that the locking rod 3b of the lower locking means 3 is welded and fixed at one point to the lower corner 2b of the frame-like body 2 at the point. It is the same as the reinforcing metal fitting 1.

この実施例の補強金具61は、係止杆3a、3bが枠状体2の上下の角部2a、2bにそれぞれ1点溶接で固定しているので、製作が簡単になると共に大径のスリーブに好適である。   In the reinforcing metal fitting 61 of this embodiment, the locking rods 3a and 3b are fixed to the upper and lower corners 2a and 2b of the frame-like body 2 by one-point welding, respectively. It is suitable for.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例8を図16により説明する。   An eighth embodiment of the reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図16は本実施例の補強金具71の正面図である。   FIG. 16 is a front view of the reinforcing metal fitting 71 of this embodiment.

本実施例の補強金具71においてその枠状体2Aは実施例2の枠状体2Aと同様の二重の四辺形である。   In the reinforcing metal fitting 71 of the present embodiment, the frame body 2A is a double quadrilateral similar to the frame body 2A of the second embodiment.

そして該枠状体2Aの上下の角部2Aa、2Abの内方には、2本の棒状の取付け杆3a、3bが互いに平行に前記内外二重の枠状体2Aに溶接して固定されている。   Two rod-shaped mounting rods 3a and 3b are fixed to the inner and outer double frame-like body 2A in parallel with each other inside the upper and lower corners 2Aa and 2Ab of the frame-like body 2A. Yes.

スリーブBを支持する支持手段5は実施例6と同様に形成されており、下側の支持杆5b、5cは内側の枠状体2Aの下方部の左右の辺部に、又、上側の支持杆5aは上側に位置する取付け杆3aの中心部に設けられている。     The support means 5 for supporting the sleeve B is formed in the same manner as in the sixth embodiment, and the lower support rods 5b and 5c are provided on the left and right sides of the lower part of the inner frame-like body 2A and the upper support. The collar 5a is provided at the center of the mounting collar 3a located on the upper side.

本実施例では枠状体2Aを内外二重の四辺形からなるものとし、補強筋量が不足の場合に好適である。   In the present embodiment, the frame-like body 2A is made of a double-sided quadrilateral, which is suitable when the reinforcing bar amount is insufficient.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例9を図17により説明する。   Embodiment 9 of a reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図17は本実施例の補強金具81の正面図であり、本実施例の補強金具81においてその枠状体2Dは実施例5の枠状体2Dと同様の円形である。   FIG. 17 is a front view of the reinforcing bracket 81 of the present embodiment. In the reinforcing bracket 81 of the present embodiment, the frame-like body 2D has a circular shape similar to the frame-like body 2D of the fifth embodiment.

そして前記枠状体2Dの上方部に上側の係止手段3の取付け杆3aを固定すると共に、該枠状体2Dの下方部に下側の係止手段3の取付け杆3bを固定した。   Then, the upper attachment means 3a of the upper locking means 3 was fixed to the upper part of the frame-like body 2D, and the lower attachment means 3b of the lower locking means 3 was fixed to the lower part of the frame-like body 2D.

又、支持手段5は前記実施例6と同様に形成されており、下側の左右支持杆5b、5cは前記枠状体2Dの下方部の左右の湾曲状の辺部に固定し、又上側の支持杆5aは前記上側の取付け杆3aの中間部に前記実施例と同様に進退可能に設けた。   The support means 5 is formed in the same manner as in the sixth embodiment, and the lower left and right support rods 5b and 5c are fixed to the left and right curved sides of the lower part of the frame-like body 2D, and the upper side The support rod 5a is provided in the middle portion of the upper mounting rod 3a so as to be able to advance and retract in the same manner as in the above embodiment.

この実施例の補強金具81は鉄筋コンクリートの梁において、スリーブBの外方に同芯状の湾曲状のひび割れに対しての防止に好適である。   The reinforcing metal member 81 of this embodiment is suitable for preventing a concentric curved crack on the outer side of the sleeve B in a reinforced concrete beam.

尚、前記実施例6乃至実施例8の補強金具51、61、71は枠状体2、2Aが4角形又は円形の例を示したが、6角形、8角形等の多角形に形成してもよい。   The reinforcing metal fittings 51, 61, and 71 of the sixth to eighth embodiments are examples in which the frame-like bodies 2 and 2A are quadrangular or circular, but are formed in a polygon such as a hexagon or an octagon. Also good.

又、前記実施例6乃至実施例9の補強金具51、61、71、81においては、上側の支持手段5を上側の取付け杆3aの中央部に設けた例を示したが、前記枠状体2、2A、2Dの頂部に直接設けてもよい。   Further, in the reinforcing metal fittings 51, 61, 71, 81 of the sixth embodiment to the ninth embodiment, the example in which the upper support means 5 is provided in the central portion of the upper mounting rod 3a is shown. You may provide directly in the top of 2, 2A, 2D.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例10を図18及び図19により説明する。   A tenth embodiment of the reinforced concrete perforated beam reinforcing metal fitting according to the present invention will be described with reference to FIGS.

図18は本実施例の補強金具91の正面図であり、図19はその側面図である。   FIG. 18 is a front view of the reinforcing metal fitting 91 of the present embodiment, and FIG. 19 is a side view thereof.

本実施例の補強金具91の前記実施例1における補強金具1との相違点は、スリーブBの支持手段6の構造が異なる点にある。   The difference between the reinforcing bracket 91 of the present embodiment and the reinforcing bracket 1 in the first embodiment is that the structure of the support means 6 of the sleeve B is different.

前記実施例1における支持手段4は上側支持杆4aのみが上下方向に進退可能で下側支持杆4b、4cは枠状体2に固定されていたのに対して、本実施例の支持手段6は、棒状の支持杆6a、6b、6cを枠状体2の中心部に向かって三方から進退可能に係止した構造となっている。   In the support means 4 in the first embodiment, only the upper support rod 4a can be moved back and forth in the up-and-down direction, and the lower support rods 4b and 4c are fixed to the frame-like body 2, whereas the support means 6 in the present embodiment. Has a structure in which rod-like support rods 6 a, 6 b, 6 c are locked toward the center of the frame-like body 2 so as to be able to advance and retract from three directions.

又、これら支持杆6a、6b、6cの両端部にはプラスチック等の可撓性を有する材料からなる円筒状のキャップ6dを被せて、これら支持杆の端部が作業者の手やスリーブBの表面を傷付けることのないように配慮してある。   Further, cylindrical caps 6d made of a flexible material such as plastic are put on both ends of the support rods 6a, 6b, 6c, and the end portions of these support rods are placed on the hands of the operator and the sleeve B. Care is taken not to damage the surface.

そして、これら支持杆6a、6b、6cを前記枠状体2の中心部に向かって三方から進退可能に係止するのが3組の支持体7a、7b、7cである。   And it is three sets of support bodies 7a, 7b, and 7c which latch these support rods 6a, 6b, 6c toward the center part of the said frame-shaped body 2 so that advancement / retraction is possible from three directions.

即ち、これら支持体7a、7b、7cは、帯状の鉄板をコ字状に折り曲げてその上下の水平板部に前記支持杆6a又は6b又は6cが遊嵌可能な挿通孔を設けると共に、縦板部にねじ孔を設けており、該ねじ孔に螺合するボルト8の先端部が前記挿通孔に遊嵌している支持杆6a、6b、6cの側部を押圧して係止するように形成されている。   That is, these supports 7a, 7b, and 7c are formed by bending a belt-shaped iron plate into a U-shape and providing insertion holes through which the support rods 6a, 6b, or 6c can be loosely fitted in the upper and lower horizontal plate portions. A screw hole is provided in the portion, and a tip portion of a bolt 8 screwed into the screw hole presses and holds the side portions of the support rods 6a, 6b, 6c loosely fitted in the insertion hole. Is formed.

又、これら支持体7a、7b及び7cは、互いが略120度の等間隔となるように配置されている。   The supports 7a, 7b and 7c are arranged so that they are equidistant from each other at approximately 120 degrees.

この実施例の補強金具91はスリーブBの種々の相違する径のものに適用できる。   The reinforcing metal fitting 91 of this embodiment can be applied to the sleeve B having various different diameters.

尚、前記キャップ6dは、使用する鉄筋コンクリート用棒鋼の太さ毎、及び又は支承するスリーブBの直径毎に色を変えたものとした。   The cap 6d has a different color for each thickness of the steel bar for reinforced concrete used and / or for each diameter of the sleeve B to be supported.

このようなキャップ6dの色分けにより、作業現場での施工、管理、検査等を容易に行なうことができる。   By such color coding of the cap 6d, construction, management, inspection, etc. at the work site can be easily performed.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例11を図20により説明する。   An eleventh embodiment of the reinforced concrete perforated beam reinforcing metal fitting of the present invention will be described with reference to FIG.

図20は本実施例の補強金具101の正面図である。   FIG. 20 is a front view of the reinforcing metal fitting 101 of this embodiment.

本実施例においては、図8に示す実施例2の支持手段4の代りに図18及び図19に示す実施例10の支持手段6を設けており、種々の径のスリーブBに適用することができ、又実施例10の補強金具91では補強筋量が不足の場合に好適である。   In this embodiment, instead of the support means 4 of the second embodiment shown in FIG. 8, the support means 6 of the tenth embodiment shown in FIGS. 18 and 19 is provided and can be applied to the sleeve B having various diameters. In addition, the reinforcing metal fitting 91 of the tenth embodiment is suitable when the reinforcing bar amount is insufficient.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例12を図21により説明する。   Embodiment 12 of a reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図21は本実施例の補強金具111の正面図である。   FIG. 21 is a front view of the reinforcing metal fitting 111 of this embodiment.

本実施例の補強金具111において、その枠状体は図11の実施例5の枠状体2Dと同様であり、スリーブBの支持手段は同実施例5の支持手段4の代りに図18及び図19の実施例10の支持手段6を固定した。   In the reinforcing metal fitting 111 of this embodiment, the frame-like body is the same as the frame-like body 2D of the fifth embodiment of FIG. 11, and the support means for the sleeve B is replaced with the support means 4 of the fifth embodiment in FIG. The support means 6 of Example 10 of FIG. 19 was fixed.

実施例10及び実施例11の補強金具91、101の場合に枠状体2、2Aが4角形の例を示したが、6角形、8角形等の多角形に形成してもよく、又、実施例10、実施例11及び実施例12と異なり、上側の支持杆6aの支持体7aを枠状体2、2A、2Dの頂部に設けるようにしてもよい。   In the case of the reinforcing metal fittings 91 and 101 of Example 10 and Example 11, the frame-like bodies 2 and 2A have shown an example of a quadrangle, but may be formed in a polygon such as a hexagon or an octagon, Unlike Example 10, Example 11, and Example 12, you may make it provide the support body 7a of the upper support rod 6a in the top part of the frame-like bodies 2, 2A, and 2D.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例13を図22により説明する。   A thirteenth embodiment of the reinforced concrete perforated beam reinforcing bracket of the present invention will be described with reference to FIG.

図22は本実施例の補強金具121の正面図である。   FIG. 22 is a front view of the reinforcing metal fitting 121 of this embodiment.

補強金具121は、図1に示す実施例1の枠状体2の代りに枠状体2Eを用いるようにした点以外は、前記実施例1の補強金具1と同じである。   The reinforcing metal member 121 is the same as the reinforcing metal member 1 of the first embodiment except that the frame member 2E is used instead of the frame member 2 of the first embodiment shown in FIG.

本実施例の枠状体2Eは、該枠状体を構成する棒鋼の両端部を2Eaの如く突き合せ溶接によって接合し、該接合部2Eaの外方に膨出部2eを有しない構造の一重の四辺形に形成した。   The frame-like body 2E of the present embodiment has a single structure in which both ends of the steel bars constituting the frame-like body are joined by butt welding as in 2Ea, and the bulging portion 2e is not provided outside the joint 2Ea. The quadrilateral was formed.

このように突き合せ溶接としたことにより、枠状体2Eの製作は前記枠状体2よりも簡単となる。   By using butt welding in this manner, the frame-shaped body 2E can be manufactured more easily than the frame-shaped body 2.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例14を図23により説明する。   A fourteenth embodiment of reinforced concrete perforated beam reinforcing metal fitting according to the present invention will be described with reference to FIG.

図23は本実施例の補強金具131の正面図である。   FIG. 23 is a front view of the reinforcing metal fitting 131 of the present embodiment.

補強金具131は、図8に示す実施例2の枠状体2Aの代りに枠状体2Fを用いるようにした以外は、前記実施例2の補強金具11と同じである。   The reinforcing metal fitting 131 is the same as the reinforcing metal fitting 11 of the second embodiment except that the frame-like body 2F is used instead of the frame-like body 2A of the second embodiment shown in FIG.

本実施例の枠状体2Fは、該枠状体を構成する棒鋼の両端部を2Faの如く突き合せ溶接によって接合し、該接合部の外部に膨出部2eを有しない構造の内外二重の四辺形に形成した。   The frame-like body 2F of the present embodiment has a structure in which both ends of the steel bar constituting the frame-like body are joined by butt welding as in 2Fa and the structure does not have a bulging portion 2e outside the joined portion. The quadrilateral was formed.

本実施例の枠状体2Fも前記枠状体2Aよりも製作が容易となる。   The frame-like body 2F of this embodiment is also easier to manufacture than the frame-like body 2A.

本発明の鉄筋コンクリート有孔梁の補強金具の実施例15を図24により説明する。   Embodiment 15 of a reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention will be described with reference to FIG.

図24は本実施例の補強金具141の正面図である。   FIG. 24 is a front view of the reinforcing metal fitting 141 of the present embodiment.

補強金具141は、図11に示す実施例5の枠状体2Dの代りに枠状体2Gを用いるようにした点以外は前記実施例5の補強金具41と同じである。   The reinforcing metal fitting 141 is the same as the reinforcing metal fitting 41 of the fifth embodiment except that the frame-like body 2G is used instead of the frame-like body 2D of the fifth embodiment shown in FIG.

本実施例の枠状体2Gは、該枠状体を構成する棒鋼の両端部を2Gaの如く突き合せ溶接によって接合し、該接合部の外方に膨出部2eを有しない構造の円形に形成した。   The frame-like body 2G of the present embodiment is formed into a circular shape having a structure in which both ends of the steel bars constituting the frame-like body are joined by butt welding like 2Ga, and the bulging portion 2e is not formed on the outer side of the joined portion. Formed.

このように突き合せ溶接としたことにより、枠状体2Gの製作は前記枠状体2Dよりも容易となる。   By making butt welding in this way, the frame-like body 2G can be manufactured more easily than the frame-like body 2D.

尚、図9の実施例3、図10の実施例4、図12乃至図14の実施例6、図15の実施例7、図16の実施例8、図17の実施例9、図18及び図19の実施例10、図20の実施例11及び図21の実施例12の各補強金具の枠状体に関しても、図22の実施例13、図23の実施例14及び図24の実施例15の各補強金具の枠状体の如く棒鋼の両端部を突き合せ溶接によって接合し、該接合部の外部に膨出部を有しない構造にしてもよい。   9, Example 4 in FIG. 10, Example 6 in FIGS. 12 to 14, Example 7 in FIG. 15, Example 8 in FIG. 16, Example 9 in FIG. 17, FIG. 19, Example 11 in FIG. 20, and Example 12 in FIG. 21, each of the reinforcing metal frames of Example 13 in FIG. 22, Example 14 in FIG. 23, and Example in FIG. 24. It is also possible to employ a structure in which both ends of the steel bar are joined together by butt welding, such as a frame-like body of each of the 15 reinforcing metal fittings, and no bulge is formed outside the joint.

又、前記実施例1乃至実施例12においては、交差個所2cにおいて棒鋼の両端部を溶接により固定しているが、該両端部を針金のバンドその他の手段により結着して固定するようにしてもよい。   In the first to twelfth embodiments, both ends of the steel bar are fixed by welding at the intersection 2c. However, both ends are fixed by being bound by a wire band or other means. Also good.

又、前記いずれの実施例においても、支持されるスリーブBの径の大きさに応じて、上方の取付け杆3aの枠状体の上方部への固定位置、及び又は下方の取付け杆3bの枠状体の下方部への固定位置の相違した種々の補強金具が用意される。   In any of the above-described embodiments, the fixing position of the upper mounting rod 3a to the upper portion of the frame-like body and / or the frame of the lower mounting rod 3b depending on the diameter of the sleeve B to be supported. Various reinforcing metal fittings having different fixing positions to the lower part of the body are prepared.

本発明の鉄筋コンクリート有孔梁の補強金具は、梁に貫通孔を設ける際の配筋において利用される。   The reinforcing metal fitting for a reinforced concrete perforated beam according to the present invention is used for reinforcement when a through hole is provided in the beam.

1、11、21、31、41、51、61、71、81、
91、101、111、121、131、141 補強金具
2、2A、2B、2D、2E、2F、2G 枠状体
2c 交差部
2e、2e 膨出部
3 係止手段
3a、3b 取付け杆
3ab 係止部
4、5 支持手段
4a、5a 上側支持杆
4b、4c、5b、5c 下側支持杆
4aa 横杆
4f、5f 針金
4ab、5a1、5a2 支持体
5d ボルト
A あばら筋
B スリーブ
1, 11, 21, 31, 41, 51, 61, 71, 81,
91, 101, 111, 121, 131, 141 Reinforcing bracket 2, 2A, 2B, 2D, 2E, 2F, 2G Frame 2c Intersection 2e, 2e Swelling portion 3 Locking means 3a, 3b Mounting rod 3ab Locking Part 4, 5 Support means 4a, 5a Upper support rod 4b, 4c, 5b, 5c Lower support rod 4aa Side rod 4f, 5f Wire 4ab, 5a1, 5a2 Support body 5d Bolt A Stirrup B Sleeve

Claims (17)

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、該枠状体に固定され該スリーブの左右に配置されているあばら筋に係止可能な係止部を具備する係止手段と、前記枠状体に設けられ前記スリーブをその外周より支持する支持手段とからなる鉄筋コンクリート有孔梁の補強金具。   A rod-shaped body bent into a frame shape, and a frame-shaped body formed so that a sleeve can be inserted into the frame shape, and a latch fixed to the frame-shaped body and locked to the stirrups arranged on the left and right sides of the sleeve A reinforcing metal fitting for a reinforced concrete perforated beam comprising locking means having a portion and support means provided on the frame-like body for supporting the sleeve from its outer periphery. 前記枠状体は、鉄筋コンクリート用棒鋼を折り曲げて角部を有する多角形に形成すると共に該棒鋼の両端部において交差させてその端末部に膨出部を設けた請求項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 perforated body according to claim 1, wherein the frame-like body is formed by bending a steel bar for reinforced concrete into a polygon having a corner portion and intersecting at both ends of the steel bar to provide a bulging portion at the terminal portion. Reinforcing bracket for beams. 前記枠状体は、鉄筋コンクリート用棒鋼を曲げて円形に形成すると共に該棒鋼の両端部において交差させてその端末部に膨出部を設けた請求項1に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing frame for a reinforced concrete perforated beam according to claim 1, wherein the frame-like body is formed by bending a steel bar for reinforced concrete into a circular shape and intersecting at both ends of the steel bar to provide a bulging portion at the terminal portion. 前記枠状体は、コンクリート用棒鋼を折り曲げて角部を有する多角形に形成すると共に、該棒鋼の両端末を溶着した請求項1に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing frame for a reinforced concrete perforated beam according to claim 1, wherein the frame-like body is formed by bending a concrete steel bar into a polygon having a corner and welding both ends of the steel bar. 前記枠状体は、鉄筋コンクリート用棒鋼を曲げて円形に形成すると共に、該棒鋼の両端末を溶着した請求項1に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing frame for a reinforced concrete perforated beam according to claim 1, wherein the frame-like body is formed by bending a steel bar for reinforced concrete into a circular shape and welded at both ends of the steel bar. 前記枠状体は、一本の鉄筋コンクリート用棒鋼を曲げて形成した少なくとも内外二重の環状体からなる請求項1乃至請求項5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 reinforcing frame for a reinforced concrete perforated beam according to any one of claims 1 to 5, wherein the frame-like body is composed of at least an inner and outer double annular body formed by bending a single steel bar for reinforced concrete. 前記係止手段は鉄筋コンクリート用棒鋼製の上下の取付け杆からなり、該取付け杆はその左右端部に前記あばら筋に係止可能に折曲げ形成した前記係止部を具備する請求項1乃至請求項6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 latching means consists of upper and lower mounting rods made of steel bars for reinforced concrete, and the mounting rods include the locking portions bent at the left and right ends so as to be latched to the stirrups. Item 7. A reinforcing metal fitting for a reinforced concrete perforated beam according to any one of items 6 to 9. 前記取付け杆の端部に、外方から識別可能な色のキャップを被せた請求項7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 7, wherein an end of the mounting rod is covered with a cap having a color that can be distinguished from the outside. 前記支持手段は、前記枠状体の下方部の左右の辺部に固定した左右の下側支持杆と、該枠状体の上方或いは上側の係止手段の取付け杆の中心部に固定した支持体と、該支持体に係合支持され前記枠状体の中心部に向って進退する上側支持杆とからなる請求項1乃至請求項7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 support means includes a left and right lower support rod fixed to the left and right sides of the lower portion of the frame-shaped body, and a support fixed to the center portion of the attachment rod of the locking means above or above the frame-shaped body. A reinforcing metal fitting for a reinforced concrete perforated beam according to any one of claims 1 to 7, comprising a body and an upper support rod that is engaged and supported by the support body and advances and retreats toward a center portion of the frame-shaped body. . 前記支持体は間隔を存して上下に延びる左右の棒体からなり、これら左右の棒体間に前記上側支持杆を介在して支持するようにした請求項9に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforced concrete perforated beam according to claim 9, wherein the support is composed of left and right bar bodies extending vertically with a space therebetween, and the upper support bar is interposed between the left and right bar bodies. Reinforcing metal fittings. 前記上側支持杆の上方部に横杆を固定し、該上側支持杆の中間部に端部を結着した針金を垂下させて、該針金の中間部を前記枠状体の上側辺部或いは前記上側の係止手段の取付け杆に引っ掛けて折り返しその先端部を前記横杆に巻付けて係止する請求項10に記載の鉄筋コンクリート有孔梁の補強金具。   A horizontal bar is fixed to an upper part of the upper support bar, a wire having an end bonded to an intermediate part of the upper support bar is suspended, and the intermediate part of the wire is connected to the upper side part of the frame-shaped body or the The reinforcing bracket for a reinforced concrete perforated beam according to claim 10, wherein the reinforcing member is hooked on an attachment hook of the upper locking means and folded back to wind and lock the tip end portion of the horizontal hook. 前記支持体は、鉄板をコ字状に折曲げ形成した左右のコ字状板からなり、これら左右のコ字状板の上下の水平部の透孔に、棒体をコ字状に折曲げ形成した上側支持杆を前記枠状体の中心部に向って進退可能に両側支持杆部において挿通した請求項9に記載の鉄筋コンクリート有孔梁の補強金具。   The support body is composed of left and right U-shaped plates formed by bending an iron plate into a U-shape, and the rod body is bent into a U-shape in the through holes in the upper and lower horizontal portions of the left and right U-shaped plates. The reinforcing bracket for a reinforced concrete perforated beam according to claim 9, wherein the formed upper support rod is inserted through the both side support rods so as to be able to advance and retreat toward the center of the frame-like body. 前記上側支持杆の上端部に係止杆を側方に突出し、該係止杆に根部を結着した針金を垂下させて、該針金の中間部を前記枠状体の上側辺部或いは上側の係止手段の取付け杆に引っ掛けて折り返しその先端部を前記係止杆に巻付け係止する請求項12に記載の鉄筋コンクリート有孔梁の補強金具。   The upper end of the upper support rod protrudes laterally from the upper end of the upper support rod, and a wire having a root portion attached to the engagement rod is suspended, and the intermediate portion of the wire is placed on the upper side or upper side of the frame-shaped body. The reinforcing metal fitting for a reinforced concrete perforated beam according to claim 12, wherein the reinforcing member is hooked on a mounting rod of the locking means, folded back and wound around the locking rod. 前記針金は外方から識別可能な色の針金からなる請求項11又は請求項13に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing metal fitting for a reinforced concrete perforated beam according to claim 11 or 13, wherein the wire is a wire of a color that can be distinguished from the outside. 前記支持手段は、前記スリーブの外周に先端が当接する複数の支持杆と、前記枠状体に設けられ各支持杆をそれぞれ該枠状体の中心部に向かって進退して係止する支持体とからなる請求項1乃至請求項7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 support means includes a plurality of support rods whose tips are in contact with the outer periphery of the sleeve, and a support member that is provided on the frame-like body and that moves forward and backward toward the center of the frame-like body. The reinforcing metal fitting for a reinforced concrete perforated beam according to any one of claims 1 to 7. 前記支持体は鉄板をコ字状に折り曲げ形成したコ字状板からなり、該コ字状板の上下の水平板部に前記支持杆を挿通する挿通孔を設けると共に、前記コ字状板の縦板部にねじ孔を設け、該ねじ孔に螺合するボルトの先端部が前記挿通孔に挿通する前記支持杆の側部を押圧するように形成した請求項15に記載の鉄筋コンクリート有孔梁の補強金具。   The support body is formed of a U-shaped plate formed by bending an iron plate into a U-shape, and has an insertion hole through which the support rod is inserted in the upper and lower horizontal plate portions of the U-shaped plate. The reinforced concrete perforated beam according to claim 15, wherein a screw hole is provided in the vertical plate portion, and a tip portion of a bolt screwed into the screw hole presses a side portion of the support rod inserted into the insertion hole. Reinforcing metal fittings. 前記支持杆の端部に外方から識別可能な色のキャップを被せた請求項9又は請求項10又は請求項11又は請求項15又は請求項16に記載の鉄筋コンクリート有孔梁の補強金具。   The reinforcing metal fitting for a reinforced concrete perforated beam according to claim 9, claim 10, claim 11, claim 15, or claim 16, wherein an end of the support rod is covered with a cap having a color identifiable from the outside.
JP2009127214A 2009-03-16 2009-05-27 Reinforcing fitting for reinforced-concrete perforated beam Pending JP2010242482A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569275A (en) * 2015-12-17 2016-05-11 河北建设集团有限公司 Reinforced protective layer cushion block for pouring concrete of wall body and construction method
JP2021046740A (en) * 2019-09-19 2021-03-25 株式会社向山工場 Reinforced concrete beam and structure

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60159117A (en) * 1984-01-30 1985-08-20 Hitachi Ltd Method for restoring embrittled member by ultrasonic wave
JPH0218818A (en) * 1988-07-07 1990-01-23 Fujitsu Ltd Contact mechanism
JPH0988241A (en) * 1995-09-25 1997-03-31 Maeda Corp Reinforcement fixing method in column-beam connecting section
JP2000136597A (en) * 1998-08-28 2000-05-16 Tm Giken Kk Reinforcing fitting for reinforced concrete bored beam
JP2004225327A (en) * 2003-01-22 2004-08-12 Zenoa:Kk Joint element of sleeve and reinforcement
JP2004225328A (en) * 2003-01-22 2004-08-12 Zenoa:Kk Reinforcing bar
JP2005180175A (en) * 2005-01-21 2005-07-07 Koryo Kaihatsu Kk Reinforcing fitting for reinforced concrete perforated beam
JP2005282208A (en) * 2004-03-30 2005-10-13 Tadahiko Okawa Anchor bolt support device for column base
JP2008121334A (en) * 2006-11-14 2008-05-29 Tm Giken Co Ltd Reinforcing fitting for reinforced-concrete perforated beam
JP2009052325A (en) * 2007-08-28 2009-03-12 Tm Giken Co Ltd Reinforcing metal fitting for reinforced concrete beam with hole

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60159117A (en) * 1984-01-30 1985-08-20 Hitachi Ltd Method for restoring embrittled member by ultrasonic wave
JPH0218818A (en) * 1988-07-07 1990-01-23 Fujitsu Ltd Contact mechanism
JPH0988241A (en) * 1995-09-25 1997-03-31 Maeda Corp Reinforcement fixing method in column-beam connecting section
JP2000136597A (en) * 1998-08-28 2000-05-16 Tm Giken Kk Reinforcing fitting for reinforced concrete bored beam
JP2004225327A (en) * 2003-01-22 2004-08-12 Zenoa:Kk Joint element of sleeve and reinforcement
JP2004225328A (en) * 2003-01-22 2004-08-12 Zenoa:Kk Reinforcing bar
JP2005282208A (en) * 2004-03-30 2005-10-13 Tadahiko Okawa Anchor bolt support device for column base
JP2005180175A (en) * 2005-01-21 2005-07-07 Koryo Kaihatsu Kk Reinforcing fitting for reinforced concrete perforated beam
JP2008121334A (en) * 2006-11-14 2008-05-29 Tm Giken Co Ltd Reinforcing fitting for reinforced-concrete perforated beam
JP2009052325A (en) * 2007-08-28 2009-03-12 Tm Giken Co Ltd Reinforcing metal fitting for reinforced concrete beam with hole

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569275A (en) * 2015-12-17 2016-05-11 河北建设集团有限公司 Reinforced protective layer cushion block for pouring concrete of wall body and construction method
JP2021046740A (en) * 2019-09-19 2021-03-25 株式会社向山工場 Reinforced concrete beam and structure
JP7345170B2 (en) 2019-09-19 2023-09-15 株式会社向山工場 Reinforced concrete beams and structures

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