JPH0575314U - Rebar binding material - Google Patents
Rebar binding materialInfo
- Publication number
- JPH0575314U JPH0575314U JP2238092U JP2238092U JPH0575314U JP H0575314 U JPH0575314 U JP H0575314U JP 2238092 U JP2238092 U JP 2238092U JP 2238092 U JP2238092 U JP 2238092U JP H0575314 U JPH0575314 U JP H0575314U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- binding material
- metal wire
- reinforcing
- binding
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
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- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】
【目的】鉄筋交差部の結束が切れないようにして、床配
筋や壁配筋などが終了した後において各種作業が行われ
ても配筋が乱れないようにする。
【構成】一本の鉄筋を保持する大きさの透孔ｂが形成さ
れるように金属線ａを巻いて中央部２を設けるととも
に、その中央部２から金属線ａを両側に延設しその先端
を曲げて他方の鉄筋に係止するフック部３を設けた。
(57) [Summary] [Purpose] To prevent the binding of the reinforcing bar intersections from breaking so that the bar arrangement will not be disturbed even if various work is performed after floor bar reinforcement or wall bar reinforcement is completed. [Structure] A central part 2 is provided by winding a metal wire a so that a through hole b having a size for holding one reinforcing bar is formed, and the metal wire a is extended from the central part 2 to both sides. The hook portion 3 that bends the tip and is locked to the other reinforcing bar is provided.
Description
【０００１】[0001]
本考案は、床配筋や壁配筋、柱配筋、梁配筋などでの結束に用いる鉄筋結束材 に関するものである。 The present invention relates to a reinforcing bar binding material used for binding floor reinforcement, wall reinforcement, column reinforcement, beam reinforcement and the like.
【０００２】[0002]
従来、床配筋や壁配筋などにおいての結束は、鉄筋の交差点になまし結束線を 掛けてこれをハッカーにより巻き止めるようにして行われていた。 また、図９に示すように、金属線ａを略Ｓ字状に曲成してなる鉄筋結束材ｃが 提案されている。これは、鉄筋Ａ，Ｂの交差点に取り付けるに際して、上の鉄筋 Ａに当接する中央部ｄ及びその両翼部ｅを曲げるようにして力（取付荷重Ｐ）を 加え、フック部ｆそれぞれを下の鉄筋Ｂに掛け止めるようにしており、曲げ応力 発生による反力によって鉄筋Ａ，Ｂを結束しようとするものであった。 Conventionally, bundling in floor reinforcements and wall reinforcements has been carried out by applying a smoothing binding line at the intersection of the reinforcing bars and winding it with a hacker. Further, as shown in FIG. 9, there has been proposed a reinforcing bar binding material c formed by bending a metal wire a into a substantially S shape. This is because when attaching to the intersection of the reinforcing bars A and B, a force (mounting load P) is applied by bending the central portion d and both wing portions e thereof that are in contact with the upper reinforcing rod A, and each hook part f is attached to the lower reinforcing rod. It is designed to be hung on B and tries to bind the reinforcing bars A and B together by the reaction force generated by the bending stress.
【０００３】[0003]
しかしながら、結束になまし結束線を用いた場合、配筋作業の終了後、この配 筋上にて各種の作業、例えば埋設用電気配管作業やコンクリート打設作業などが 行われるため、そのなまし結束線が切断したり緩んだり易く、配筋が乱れるとい う問題がある。 However, when using a smoothed binding wire for bundling, after the completion of the rebar work, various works such as electrical piping work for burying and concrete pouring work are performed on this rebar, so this is done. There is a problem that the binding wires are easily cut and loosened, and the bar arrangement is disturbed.
【０００４】 一方、略Ｓ字状の鉄筋結束材においては、確実な結束を得ようとするとその取 付が困難になる場合があった。すなわち、確実な結束を目的として結束強度を高 めるために金属線の線径を太くすると、大きな取付荷重Ｐが必要となり取付作業 が困難になる。また、結束しようとする鉄筋の径が太いと、必然的に撓みを大き くして掛け止めることになり、よってこの場合も大きな取付荷重Ｐが必要となる 。そこで取付作業（結束作業）を向上させるために、鉄筋結束材の線径を細くす ると結束力が小さくなり、また、鉄筋Ａ，Ｂを引き離そうとする大きな力が加わ ったときには、フック部が変形して鉄筋が外れるという問題がある。 さらには、鉄筋サイズごとにその鉄筋結束材の仕様を決める必要があった。す なわち、細径鉄筋用の結束材を太径鉄筋の結束に用いると、必要とされる取付荷 重が大きく取付作業が困難になり、太径鉄筋用の結束材を細径鉄筋の結束に用い ると、保持力が弱すきるという状況であったOn the other hand, in the case of a substantially S-shaped reinforcing bar binding material, it may be difficult to attach the binding when trying to obtain a reliable binding. That is, if the wire diameter of the metal wire is increased to increase the binding strength for the purpose of sure binding, a large mounting load P is required and the mounting work becomes difficult. In addition, if the diameter of the reinforcing bar to be bound is large, the bending will inevitably increase and it will be hooked up. Therefore, also in this case, a large mounting load P is required. Therefore, in order to improve the installation work (bundling work), if the wire diameter of the reinforcing bar binding material is made smaller, the binding force becomes smaller, and if a large force to separate the reinforcing bars A and B is applied, the hook part However, there is a problem that the steel is deformed and the reinforcing bars come off. Furthermore, it was necessary to determine the specifications of the reinforcing bar binding material for each reinforcing bar size. That is, if the binding material for small diameter reinforcing bars is used for binding large diameter reinforcing bars, the mounting load required becomes large and the mounting work becomes difficult. When used for, the holding power was weak.
【０００５】 そこで本考案は上記した事情に鑑みて、鉄筋の結束が切れないようにすること を課題とし、床配筋や壁配筋などが終了した後においても配筋が乱れないように することを目的とする。In view of the above situation, the present invention has an object to prevent the reinforcing bar from being broken, and to prevent the reinforcing bar from being disturbed even after the completion of floor reinforcing bar or wall reinforcing bar. The purpose is to
【０００６】[0006]
本考案は上記した課題を考慮してなされたもので、一本の金属線を曲成して鉄 筋の交差点に取り付けられる鉄筋結束材であって、交差点における一本の鉄筋を 保持し透孔が形成されるように前記金属線を巻いてなる中央部と、該中央部から 金属線を両側に延設しその先端を曲げて前記交差点の他方の鉄筋に係止可能に設 けたフック部とを備えることを特徴とする鉄筋結束材を提供して、上記した課題 を解消するものである。 The present invention has been made in consideration of the above-mentioned problems, and is a reinforcing bar binding material that is bent at a cross section of a metal wire and is attached to a crossing point of the reinforcing bar. A central part formed by winding the metal wire so as to form a metal wire, and a hook part provided so that the metal wire extends from both sides of the central part and the tip of the metal wire is bent so that the metal wire can be locked to the other reinforcing bar at the intersection. The present invention provides a reinforcing bar binding material characterized by comprising:
【０００７】[0007]
本考案においては、図５に示すように、透孔ｂが得られるように金属線を巻い てなり交差点の一方の鉄筋を保持する中央部ｄ′を有することから、取付荷重Ｐ ′を加えたとき、両翼部ｅの曲げによるバネ力（曲げ応力からのもの）が発生す るとともに、中央部ｄ′には捻じりによるバネ力（捻じり応力からのもの）が発 生し、バネ作用をするバネ有効部の長さが中央部ｄ′を含んでフック部ｆまでの 長さとなり、比較的太径の金属線を用いてもバネ定数の小さい結束材となる。こ のため、結束する鉄筋が太径のものであっても、取付時の取付荷重Ｐは大きくな らず、またフック部ｆも充分な抗力を有する状態を維持することができるように なる。 In the present invention, as shown in FIG. 5, since a metal wire is wound so as to obtain a through hole b and a central portion d'holding one reinforcing bar at an intersection is held, a mounting load P'is applied. At this time, a spring force (from bending stress) is generated due to the bending of both wing parts e, and a spring force (from torsion stress) due to torsion is generated in the central part d ′, which causes the spring action. The length of the effective spring portion including the central portion d ′ is the length up to the hook portion f, so that the binding material has a small spring constant even if a metal wire having a relatively large diameter is used. For this reason, even if the reinforcing bar to be bound has a large diameter, the mounting load P at the time of mounting does not become large, and the hook part f can also maintain a sufficient resistance.
【０００８】 ずなわち、従来の結束材（Ｓ字状）と本考案の結束材を比べると、本考案の結 束材はそのバネ有効部長さが中央部の分だけ長いことから、結束材のバネ定数ｋ が小さくなり、図６に示すように、本考案の結束材では取付荷重Ｐ（Ｐ＝ｋ×δ ）が小さくなる。そして、従来の結束材の取付荷重と同じとするのであれば、本 考案の結束材はその金属線の線径を大きくすることができるようになり、図７に 示す如くの曲げモーメントＭがフック部ｆに加わるような場合でも、フック部ｆ はこれに対する強度を得るようになる。In other words, comparing the conventional binding material (S-shaped) with the binding material of the present invention, the binding material of the present invention has a spring effective portion length that is as long as the central portion. 6, the spring constant k becomes smaller, and as shown in FIG. 6, the binding load P (P = k × δ) becomes smaller in the binding material of the present invention. If the mounting load of the conventional binding material is the same, the binding material of the present invention can increase the wire diameter of the metal wire, and the bending moment M as shown in FIG. Even when the hook portion f is added to the portion f, the hook portion f obtains strength against it.
【０００９】 また、バネ有効部長さが長くなることからバネ定数が小さくなり、図８に示す ように、結束する鉄筋の太さが変わっても保持力ｐの変化が小さくなる。このた め、従来の結束材と本考案の結束材とを用いて太径の鉄筋を結束したときの保持 力を同じ（ｐ2 ）にした場合、それらを用いて細径の鉄筋を結束ずると、従来の 結束材では保持力が ｐ2 →ｐ1 ′ に低下するのに対して、本考案の結束材で は保持力が ｐ2 →ｐ1 （＞ｐ1 ′） に低下するだけとなり、太径と細径の鉄 筋への共用できるようになる。Further, since the spring effective portion length becomes long, the spring constant becomes small, and as shown in FIG. 8, even if the thickness of the reinforcing bars to be bound changes, the change in the holding force p becomes small. For this reason, when the holding force when the large-diameter reinforcing bars are bundled using the conventional binding material and the binding material of the present invention is made the same (p 2 ), they are used to bind the thin-diameter reinforcing bars. With the conventional binding material, the holding force decreases to p 2 → p 1 ′, whereas with the binding material of the present invention, the holding force only decreases to p 2 → p 1 (> p 1 ′). , It can be used for both large and small diameter reinforcing bars.
【００１０】 さらに、図５の（ロ）（ハ）で示すように、中央部ｄ′が鉄筋を保持するよう になることから、図９で示す従来の結束材を用いたときの鉄筋の動きＲを生じさ せず姿勢を保つようになる。Further, as shown in (b) and (c) of FIG. 5, since the central portion d ′ holds the reinforcing bars, the movement of the reinforcing bars when the conventional binding material shown in FIG. 9 is used. The posture is maintained without causing R.
【００１１】[0011]
つぎに本考案を図１から図４に示す実施例に基づいて詳細に説明する。 図１と図２は第一の実施例を示す。鉄筋結束材１は、従来のなまし結束線より 十分に強度のある一本の金属線ａを曲成したものである。そして図示するように 、一本の鉄筋を保持し円孔状の透孔ｂが形成されるように金属線ａを一回巻いて なる中央部２と、この中央部２の金属線交差部分２ａから該中央部２の両側に延 設した金属線ａの端部をＵ字状に曲げて前記鉄筋と交差する鉄筋に係止可能なフ ック部３とを有している。 Next, the present invention will be described in detail based on the embodiment shown in FIGS. 1 and 2 show a first embodiment. The reinforcing bar binding material 1 is formed by bending a single metal wire a, which is sufficiently stronger than the conventional annealed binding wire. Then, as shown in the figure, a central portion 2 formed by winding a metal wire a once so as to hold one rebar and form a circular through hole b, and a metal wire intersecting portion 2 a of the central portion 2. Has a hook portion 3 which can be locked to a reinforcing bar intersecting with the reinforcing bar by bending the ends of the metal wire a extending to both sides of the central part 2 into a U shape.
【００１２】 交差する鉄筋をこの鉄筋結束材１により結束するに当たっては、中央部２を鉄 筋Ａに当接した後、フック部３それぞれを前記鉄筋Ａと交差する鉄筋Ｂに係止さ せればよく、図２に示すように、交差する鉄筋Ａ，Ｂがこの鉄筋結束材１を介し て連結される。この図２においては前記フック部３が鉄筋Ｂを下から受けるよう にして掛けられているが、上下反転した状態で下からフック部３を鉄筋Ａに掛け るようにしてもよい。When binding the intersecting reinforcing bars with the reinforcing bar binding material 1, after the central portion 2 is brought into contact with the reinforcing bars A, the hook portions 3 are locked to the reinforcing bars B intersecting with the reinforcing bars A, respectively. Frequently, as shown in FIG. 2, the intersecting reinforcing bars A and B are connected via the reinforcing bar binding material 1. In FIG. 2, the hook portion 3 is hung so as to receive the reinforcing bar B from below, but the hook portion 3 may be hung on the reinforcing bar A from below in a state of being turned upside down.
【００１３】 上記鉄筋結束材１は、これを立てた状態で上方から見た形状が中央部２からく の字状となるように曲げられており（図１の（ロ）参照）、取り付けた時点にお いて、上述したように、鉄筋Ａ，Ｂの交差点に位置する前記中央部２が、この中 央部２を当接させた鉄筋、すなわち鉄筋Ａを保持するものとなり、よって下の鉄 筋Ｂに鉄筋Ａの長手方向などへ移動させようとする力が加わってもこれを抑え、 鉄筋Ａ，Ｂの姿勢が保たれるようになる。The reinforcing bar binding material 1 is bent so that the shape of the reinforcing bar binding material 1 when viewed from above in a standing state is a V shape from the central portion 2 (see (B) of FIG. 1), and is attached. At the time point, as described above, the central portion 2 located at the intersection of the reinforcing bars A and B holds the reinforcing bar A with which the central section 2 is abutted, that is, the reinforcing bar A, Even if a force for moving the reinforcing bar A in the longitudinal direction is applied to the reinforcing bar B, it is suppressed and the postures of the reinforcing bars A and B are maintained.
【００１４】 図３は第二の実施例を示している。この第二の実施例では、角孔状の透孔ｂが 形成されるように金属線ａを一回巻いてなる中央部２０と、金属線交差部分２０ ａから中央部２０の両側に延設した金属線ａの端部を段階的に略Ｕ字状に曲げて 鉄筋に係止可能としたフック部３０とを有している。FIG. 3 shows a second embodiment. In the second embodiment, the central portion 20 formed by winding the metal wire a once so that the rectangular through hole b is formed and the central portion 20 extending from the metal wire intersecting portion 20 a to both sides of the central portion 20. The metal wire a has an end portion which is gradually bent into a substantially U-shape, and a hook portion 30 which can be engaged with the reinforcing bar.
【００１５】 図４は第三の実施例を示している。この第三の実施例では、角孔状の透孔ｂが 形成されるように金属線ａを一回巻いてなる中央部２１と、金属線交差部分２１ ａから中央部２１の両側に延設した金属線ａの端部を立ち上がるように曲げその 後略波状に曲げて鉄筋に係止可能としたフック部３１とを有している。FIG. 4 shows a third embodiment. In the third embodiment, the central portion 21 formed by winding the metal wire a once so as to form the rectangular through hole b and the metal wire intersecting portion 21 a extending from both sides of the central portion 21. The metal wire a has a hook portion 31 which is bent so as to stand up and then bent in a substantially wavy shape so that the hook portion 31 can be locked to the reinforcing bar.
【００１６】[0016]
以上説明したように、本考案によれば、鉄筋結束材は、一本の金属線を曲成し て鉄筋の交差点に取り付けられるものであって、交差点における一本の鉄筋を保 持し透孔が形成されるように前記金属線を巻いてなる中央部と、該中央部から金 属線を両側に延設しその先端を曲げて前記交差点の他方の鉄筋に係止可能に設け たフック部とを備えることを特徴とするものである。これにより前記中央部に鉄 筋を当接させた後、中央部からフック部に亘るバネ性に抗してこのフック部それ ぞれを他方の鉄筋に係止させるだけで、交差する鉄筋を容易に結束することがで きる。 As described above, according to the present invention, the reinforcing bar binding material is one in which one metal wire is bent and is attached to the intersection of the reinforcing bars, and one reinforcing bar is held at the intersection to hold the through hole. So as to form a metal wire, and a hook portion provided with metal wires extending from both sides of the metal wire on both sides and bending the tip of the metal wire so that the metal wire can be locked to the other reinforcing bar at the intersection. And is provided. As a result, after the reinforcing bars are brought into contact with the central portion, the hook portions can be locked to the other reinforcing rods against the springiness from the central portion to the hook portions, thereby facilitating the crossing reinforcing bars. Can be bound together.
【００１７】 また、従来の鉄筋結束材に比べて、バネ作用をするバネ有効部長さが透孔を形 成する中央部の分だけ長くなり、よって強度のある金属線を用いてこの鉄筋結束 材を得てもその取付に要する取付強さを大きくさせないようにすることが簡単で あり、結束作業性を低下させることなく確実な結束が行え、配筋上に作業員が乗 って各種作業を行ったとしてもその結束が切れたり緩んだりせず、配筋が乱れな くなる。そして、バネ有効部長さが長いことからバネ定数が小さく、結束する鉄 筋の太さが変わっても保持力の変化が小さい結束材となり、太径の鉄筋の結束か ら細径の鉄筋の結束に使用できる適用範囲の広いものとなる。さらには透孔から なる中央部が交差点における一方の鉄筋を保持した状態で取り付けられ、その中 央部の両側となるフック部を他方の鉄筋に掛け止めるようにすることから、鉄筋 にこれを異動させるような力が加わっても交差点の姿勢が変わらず、配筋が乱れ ないようになるなど、実用性に優れた効果を奏するものである。Further, as compared with the conventional reinforcing bar binding material, the length of the spring effective portion that acts as a spring is increased by the amount of the central portion forming the through hole, so that the reinforcing bar binding material is formed by using a strong metal wire. Even if it is obtained, it is easy not to increase the mounting strength required for its installation, and reliable bundling can be performed without lowering the bundling workability, and workers can ride on the bar arrangement for various work. Even if you do, the unity will not be broken or loosened, and the bar arrangement will not be disturbed. Since the effective spring length is long, the spring constant is small, and even if the thickness of the reinforcing bars to be bound changes, the holding force changes little, and from the binding of large diameter reinforcing bars to the binding of small diameter reinforcing bars. It can be used for a wide range of applications. Furthermore, the center part consisting of the through hole is attached while holding one rebar at the intersection, and the hook parts on both sides of the center part are hooked on the other rebar, so this is changed to the rebar. The posture at the intersection does not change even if a force that causes it is applied, and the bar arrangement is not disturbed.
【図１】本考案に係る鉄筋結束材の第一の実施例を示
し、（イ）はその正面を、（ロ）はその底面を示す説明
図である。FIG. 1 is an explanatory view showing a first embodiment of a reinforcing bar binding material according to the present invention, (a) showing its front surface and (b) showing its bottom surface.
【図２】第一の実施例の使用状態を示す説明図である。FIG. 2 is an explanatory diagram showing a usage state of the first embodiment.
【図３】第二の実施例を示し、（イ）は正面を、（ロ）
は底面を、（ハ）は側面を示す説明図である。FIG. 3 shows a second embodiment, in which (a) is the front and (b) is
FIG. 3 is an explanatory view showing a bottom surface and (c) a side surface.
【図４】第三の実施例を示し、（イ）は正面を、（ロ）
は底面を、（ハ）は側面を示す説明図である。FIG. 4 shows a third embodiment, in which (a) is the front and (b) is
FIG. 3 is an explanatory view showing a bottom surface and (c) a side surface.
【図５】本考案の鉄筋結束材を取付荷重Ｐを加えて取り
付けた状態を示すもので、（イ）は上面を、（ロ）は一
方の側面を、（ハ）は他方の側面を示す説明図である。FIG. 5 shows a state in which the reinforcing bar binding material of the present invention is attached by applying a mounting load P, (a) shows an upper surface, (b) shows one side surface, and (c) shows the other side surface. FIG.
【図６】鉄筋結束材に取付荷重を加えたときの撓みを示
すもので、（イ）は取付時の撓みを示し、（ロ）は従来
の結束材と本考案の結束材における取付荷重と撓みの関
係をグラフにて示す説明図である。[Fig. 6] Fig. 6 shows bending when a mounting load is applied to the reinforcing bar binding material, (a) shows bending at the time of mounting, and (b) shows the mounting load in the conventional binding material and the binding material of the present invention. It is explanatory drawing which shows the relationship of bending with a graph.
【図７】本考案の結束材のフック部に曲げモーメントが
加わる状態を示す説明図である。FIG. 7 is an explanatory view showing a state in which a bending moment is applied to the hook portion of the binding material of the present invention.
【図８】鉄筋結束材を取り付けたときの保持力を示すも
ので、（イ）は取付状態を示し、（ロ）は従来の結束材
と本考案の結束材における保持力と撓みの関係をグラフ
にて示す説明図である。FIG. 8 shows the holding force when the reinforcing bar binding material is attached, (a) shows the attachment state, and (b) shows the relationship between the holding force and the bending of the conventional binding material and the binding material of the present invention. It is explanatory drawing shown with a graph.
【図９】従来の鉄筋結束材を取付荷重Ｐを加えて取り付
けた状態を示すもので、（イ）は上面を、（ロ）は一方
の側面を、（ハ）は他方の側面を示す説明図である。FIG. 9 shows a state in which a conventional reinforcing bar binding material is attached by applying a mounting load P, (a) shows an upper surface, (b) shows one side surface, and (c) shows the other side surface. It is a figure.
１…鉄筋結束材 ２，２０，２１…中央部 ２ａ，２０ａ，２１ａ…金属線交差部分 ３，３０，３１…フック部 ａ…金属線 ｂ…透孔 Ａ，Ｂ…鉄筋 1 ... Reinforcing bar binding material 2, 20, 21 ... Central part 2a, 20a, 21a ... Metal wire crossing part 3, 30, 31 ... Hook part a ... Metal wire b ... Through hole A, B ... Reinforcing bar
───────────────────────────────────────────────────── フロントページの続き (72)考案者 水島 敏文 東京都港区芝浦一丁目２番３号 清水建設 株式会社内 (72)考案者 森田 国樹 栃木県宇都宮市平出工業団地20番４号 村 田発條株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Toshifumi Mizushima 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. Murata Hatajo Co., Ltd.
Claims (1)
り付けられる鉄筋結束材であって、 交差点における一本の鉄筋を保持し透孔が形成されるよ
うに前記金属線を巻いてなる中央部と、 該中央部から金属線を両側に延設しその先端を曲げて前
記交差点の他方の鉄筋に係止可能に設けたフック部とを
備えることを特徴とする鉄筋結束材。Claim: What is claimed is: 1. A reinforcing bar binding material for bending a single metal wire to be attached to an intersection of reinforcing bars, wherein the metal wire is wound so as to hold a single reinforcing bar at the intersection and form a through hole. A reinforcing bar bundling material comprising: a central part formed by the above and a hook part provided so as to extend a metal wire from both sides of the central part and bend the tip of the metallic wire so as to be locked to the other reinforcing bar at the intersection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2238092U JPH0575314U (en) | 1992-03-13 | 1992-03-13 | Rebar binding material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2238092U JPH0575314U (en) | 1992-03-13 | 1992-03-13 | Rebar binding material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0575314U true JPH0575314U (en) | 1993-10-15 |
Family
ID=12081048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2238092U Pending JPH0575314U (en) | 1992-03-13 | 1992-03-13 | Rebar binding material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0575314U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007231637A (en) * | 2006-03-01 | 2007-09-13 | Yanai Tsusho:Kk | Reinforcing bar frame binding tool and rebar frame assembling method using this binding tool |
| JP2010053561A (en) * | 2008-08-27 | 2010-03-11 | Fuji Bolt Seisakusho:Kk | Implement for binding reinforcements together |
| JP2020125616A (en) * | 2019-02-04 | 2020-08-20 | 建ロボテック株式会社 | Clip for reinforcement intersection |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5040010B2 (en) * | 1971-10-19 | 1975-12-20 | ||
| JPS578221B2 (en) * | 1973-08-10 | 1982-02-15 | ||
| JPH01230852A (en) * | 1988-03-11 | 1989-09-14 | Masayuki Kawano | Bar body's crossed part fixture and execution method therewith |
-
1992
- 1992-03-13 JP JP2238092U patent/JPH0575314U/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5040010B2 (en) * | 1971-10-19 | 1975-12-20 | ||
| JPS578221B2 (en) * | 1973-08-10 | 1982-02-15 | ||
| JPH01230852A (en) * | 1988-03-11 | 1989-09-14 | Masayuki Kawano | Bar body's crossed part fixture and execution method therewith |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007231637A (en) * | 2006-03-01 | 2007-09-13 | Yanai Tsusho:Kk | Reinforcing bar frame binding tool and rebar frame assembling method using this binding tool |
| JP2010053561A (en) * | 2008-08-27 | 2010-03-11 | Fuji Bolt Seisakusho:Kk | Implement for binding reinforcements together |
| JP2020125616A (en) * | 2019-02-04 | 2020-08-20 | 建ロボテック株式会社 | Clip for reinforcement intersection |
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