JPH05163797A - Reinforced binding wember and method and device for binding work - Google Patents

Reinforced binding wember and method and device for binding work

Info

Publication number
JPH05163797A
JPH05163797A JP33530591A JP33530591A JPH05163797A JP H05163797 A JPH05163797 A JP H05163797A JP 33530591 A JP33530591 A JP 33530591A JP 33530591 A JP33530591 A JP 33530591A JP H05163797 A JPH05163797 A JP H05163797A
Authority
JP
Japan
Prior art keywords
reinforcing bar
binding
binding member
bar binding
head
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.)
Withdrawn
Application number
JP33530591A
Other languages
Japanese (ja)
Inventor
Kenkichi Kin
兼吉 金
Harunori Arakawa
治徳 荒川
Toru Nakagawa
徹 中川
Katsumi Matsumura
勝実 松村
Mikio Noguchi
幹夫 野口
Hiromi Ono
博美 小野
Yasuo Kajioka
保夫 梶岡
Hitoshi Sato
等 佐藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP33530591A priority Critical patent/JPH05163797A/en
Publication of JPH05163797A publication Critical patent/JPH05163797A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/166Connectors or means for connecting parts for reinforcements the reinforcements running in different directions

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Clamps And Clips (AREA)

Abstract

PURPOSE:To enhance the binding work efficiency. CONSTITUTION:A reinforced binding member 20 is formed of U-shaped soft steel wires and is constituted of legs 22 and 22 opposed to a head section 21 each other, hook sections 23 and 23 bent and formed outward to the front ends of the legs 22 and 22 together as a unit. Accordingly, for forming the binding member of the soft steel wires, the binding member itself can be easily deformed, and the reinforced binding member can be easily twisted. The inside reinforcement is covered with the head section and the legs, the hook sections of the legs are hooked to the outside reinforcement, the adherence of the legs to the connected reinforcement is made by twisting the legs, the intersecting reinforcement can be surely bound, and binding work efficiency can be promoted.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、各種建築・土木工事に
用いて好適な鉄筋結束部材とその結束方法及び装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar binding member suitable for various construction and civil engineering works, and a binding method and apparatus therefor.

【0002】[0002]

【従来の技術】従来の各種建築・土木工事の鉄筋結束作
業では、交差する鉄筋と鉄筋との周囲を結束用鉄線で覆
う。この結束用鉄線にハッカーを引っ掛け、このハッカ
ーを長手方向と直交する軸回りに回転させて、結束用鉄
線を当接させて捩じり、結束用鉄線を各鉄筋に密着させ
て、鉄筋と鉄筋とを結束している。
2. Description of the Related Art In the conventional reinforcing bar binding work of various construction and civil engineering works, the surroundings of intersecting reinforcing bars and reinforcing bars are covered with a binding iron wire. Hook a hacker on this binding iron wire, rotate this hacker around an axis orthogonal to the longitudinal direction, abut the binding iron wire and twist it, stick the binding iron wire to each rebar, rebar and rebar And united.

【0003】また、クリップで鉄筋と鉄筋とを固定する
クリップ結束機が用いられ、このクリップ結束機を図1
2ないし図16を参照して説明する。このクリップ結束
機1は、図12に示すように、筒状のクリップ結束機本
体2と弾性部材からなるクリップ3とから構成されてい
る。このクリップ3では、図10に示すように、中央部
に環状部4が設けられ、この環状部4からそれぞれ外側
方向に延びる両端部にフック部5、5が設けられてい
る。一方、クリップ結束機本体2には、先方に突出され
たガイド棒6とこのガイド棒6に沿う方向に伸縮自在に
されるアーム部7とが先端部に設けられている。そし
て、クリップ3を挟持する挟持部8が前記アーム部7の
先端部にピン結合され、このアーム部7の伸縮を操作す
る操作部(図示略)がクリップ結束機本体2の後端部に
設けられている。
Further, a clip binding machine for fixing the reinforcing bars to each other with clips is used. This clip binding machine is shown in FIG.
It will be described with reference to FIGS. As shown in FIG. 12, the clip binding machine 1 includes a tubular clip binding machine body 2 and a clip 3 made of an elastic member. In this clip 3, as shown in FIG. 10, an annular portion 4 is provided in the central portion, and hook portions 5 and 5 are provided at both ends extending outward from the annular portion 4, respectively. On the other hand, the clip binding machine main body 2 is provided with a guide rod 6 projecting forward and an arm portion 7 that can be expanded and contracted in a direction along the guide rod 6 at the tip portion. Then, a holding portion 8 for holding the clip 3 is pin-connected to the tip of the arm portion 7, and an operation portion (not shown) for operating the expansion and contraction of the arm portion 7 is provided at the rear end portion of the clip binding machine body 2. Has been.

【0004】このようなクリップ結束機1を用いて、鉄
筋9(剪断補強筋)に鉄筋10(主筋)を結束する方法
について説明する。まず、クリップ結束機本体1のアー
ム部7を縮ませ、クリップ結束機本体2の挟持部8にク
リップ3を取り付ける。 (1)隅部の屈曲された剪断補強筋の結束 この剪断補強筋9は垂直方向から水平方向に屈曲され、
この屈曲された剪断補強筋9の内側付近に主筋10が配
されている。まず、クリップ結束機本体2の挟持部8を
クリップ結束機本体2の軸に直交させ、クリップ3の一
方のフック部5を垂直方向に延びる剪断補強筋9に引っ
掛ける。そして、クリップ結束機本体2のガイド棒6を
主筋の外側に配し、このガイド棒6の先端部を水平方向
に延びる剪断補強筋9の下方に配す。そして、図14に
示すように、アーム部7を伸ばし、クリップ3の他方の
フック部5を水平方向に延びる剪断補強筋9に引っ掛け
る。こうして、剪断補強筋9にクリップ3が取り付けら
れ、クリップ結束機本体2を引き上げることにより、主
筋10が剪断補強筋9に固定される。
A method of binding the reinforcing bar 10 (main reinforcing bar) to the reinforcing bar 9 (shear reinforcing bar) using the clip binding machine 1 will be described. First, the arm portion 7 of the clip binding machine body 1 is contracted, and the clip 3 is attached to the holding portion 8 of the clip binding machine body 2. (1) Bundling of the bent shear reinforcements at the corners The shear reinforcements 9 are bent from the vertical direction to the horizontal direction,
A main bar 10 is arranged near the inside of the bent shear reinforcing bar 9. First, the sandwiching portion 8 of the clip binding machine body 2 is made orthogonal to the axis of the clip binding machine body 2, and one hook portion 5 of the clip 3 is hooked on the shear reinforcing bar 9 extending in the vertical direction. Then, the guide rod 6 of the clip binding machine body 2 is arranged outside the main bar, and the tip end portion of the guide bar 6 is arranged below the shear reinforcing bar 9 extending in the horizontal direction. Then, as shown in FIG. 14, the arm portion 7 is extended, and the other hook portion 5 of the clip 3 is hooked on the shear reinforcing bar 9 extending in the horizontal direction. In this way, the clip 3 is attached to the shear reinforcing bar 9, and the main bar 10 is fixed to the shear reinforcing bar 9 by pulling up the clip binding machine body 2.

【0005】(2)直線状剪断補強筋の結束 この直線状剪断補強筋では、水平方向に延びる剪断補強
筋9に主筋が載置されている。まず、クリップ結束機本
体2の挟持部8の一端を下方に傾け、このクリップ結束
機本体2の先端部を剪断補強筋9の下方に押し込み、ク
リップ結束機本体2を自身の軸回り右方向に回転させ、
クリップ3の一方のフック部5を剪断補強筋9に引っ掛
ける。そして、クリップ結束機本体2を引き上げて、ガ
イド棒6を主筋10のある位置から180度回り込んだ
位置に移動させ、ガイド棒6の先端を剪断補強筋9下側
に押し込む。こうして、クリップ3を主筋10上にまた
がせて、クリップ結束機本体2を自身の軸回り右方向に
回転させることにより、クリップ3の他方のフック部5
を剪断補強筋9に引っ掛ける。そして、クリップ結束機
本体2を引き上げて、剪断補強筋9に主筋10を固定す
る。
(2) Binding of linear shear reinforcing bar In this linear shear reinforcing bar, the main reinforcing bar is placed on the shear reinforcing bar 9 extending in the horizontal direction. First, one end of the holding portion 8 of the clip binding machine body 2 is tilted downward, and the tip of the clip binding machine body 2 is pushed below the shear reinforcing bar 9 to move the clip binding machine body 2 rightward around its own axis. Rotate,
The one hook portion 5 of the clip 3 is hooked on the shear reinforcing bar 9. Then, the clip tying machine body 2 is pulled up to move the guide bar 6 to a position 180 degrees around the position where the main bar 10 is present, and the tip of the guide bar 6 is pushed below the shear reinforcing bar 9. In this way, by straddling the clip 3 on the main bar 10 and rotating the clip binding machine body 2 rightward around its own axis, the other hook portion 5 of the clip 3 is rotated.
Is hooked on the shear reinforcing bar 9. Then, the clip binding machine main body 2 is pulled up to fix the main reinforcement 10 to the shear reinforcement reinforcement 9.

【0006】[0006]

【発明が解決しようとする課題】ところで、ハッカーを
用いる鉄筋結束作業は手作業で行われるために、作業員
が作業する作業スペースが必要であった。このため、梁
下部等の小さな作業スペースでの鉄筋結束作業は困難で
あり、また、ハッカーを用いる結束作業は熟練を要し、
ハッカーを用いる鉄筋結束作業の自動化は困難であっ
た。
By the way, since the reinforcing bar binding work using a hacker is performed manually, a working space for a worker is required. Therefore, it is difficult to bind the reinforcing bars in a small work space such as the lower part of the beam, and the binding work using a hacker requires skill.
It was difficult to automate rebar binding work using hackers.

【0007】また、クリップ結束機を用いる鉄筋結束作
業では、屈曲された剪断補強筋9に結束する場合にアー
ム部6の伸縮で鉄筋結束作業が行われ、直線状剪断補強
筋9に結束する場合にクリップ結束機本体2を移動させ
て鉄筋結束作業が行われることから、各場合に応じた作
業を行わなければならず、鉄筋結束作業が煩雑になり、
鉄筋結束作業の自動化には適しておらず、また、主筋1
0をクリップ3で挟むことから、主筋10にクリップ3
が密着せず、剪断補強筋9と主筋10とを十分に結束す
ることができない。
Further, in the reinforcing bar binding work using the clip binding machine, when binding to the bent shear reinforcing bar 9, the reinforcing bar binding work is performed by expanding and contracting the arm portion 6, and when binding to the linear shear reinforcing bar 9. Since the reinforcing bar binding work is performed by moving the clip binding machine main body 2 to, the work according to each case must be performed, and the reinforcing bar binding work becomes complicated,
It is not suitable for automating the work of binding reinforcing bars, and the main bar 1
Since 0 is sandwiched between clips 3, clip 3 is attached to main bar 10.
Do not come into close contact with each other, and the shear reinforcing bar 9 and the main bar 10 cannot be sufficiently bound.

【0008】本発明は前記課題を有効に解決するもの
で、鉄筋結束作業性を向上させ、確実に結束できる鉄筋
結束部材とその結束方法及び装置提供することを目的と
する。
The present invention effectively solves the above-mentioned problems, and an object of the present invention is to provide a reinforcing bar binding member which can improve the workability of binding reinforcing bars and can be surely bound, and a binding method and apparatus therefor.

【0009】[0009]

【課題を解決するための手段】請求項1記載の鉄筋結束
部材は、交差する鉄筋と鉄筋とを結束する鉄筋結束部材
であって、該鉄筋結束部材は、頭部と互いに対向する脚
部とこれら脚部の先端部に屈曲形成されたフック部とを
有するコ字型形状の軟鋼線からなることを特徴とする鉄
筋結束部材。
A reinforcing bar bundling member according to claim 1 is a reinforcing bar bundling member for bundling intersecting reinforcing bars and reinforcing bars, the reinforcing bar bundling member including head portions and leg portions facing each other. A reinforcing bar bundling member comprising a U-shaped mild steel wire having hook portions formed by bending the distal ends of these legs.

【0010】請求項2記載の鉄筋結束方法は、請求項1
記載の鉄筋結束部材を用いた鉄筋の結束方法であって、
前記鉄筋結束部材の脚部を交差する鉄筋の外側に挟み込
ませ、前記鉄筋結束部材の頭部を前記脚部に平行となる
軸回りに回転させて、各フック部を外側鉄筋に引っ掛か
る位置に配させ、鉄筋結束部材を脚部の軸方向頭部側に
移動させて各フック部を外側の鉄筋に引っ掛け、鉄筋結
束部材の頭部を前記頭部の回転方向の逆方向に回転させ
て、それぞれの脚部を当接させて捩じり、鉄筋と鉄筋と
を結束することを特徴とするものである。
According to a second aspect of the present invention, there is provided a reinforcing bar binding method according to the first aspect.
A method of binding reinforcing bars using the reinforcing bar binding member described,
The leg portion of the reinforcing bar binding member is sandwiched on the outside of the intersecting reinforcing bar, and the head portion of the reinforcing bar binding member is rotated about an axis parallel to the leg portion so that each hook portion is located at a position where it is caught by the outer reinforcing bar. Then, the reinforcing bar binding member is moved to the axial direction head side of the leg part to hook each hook part on the outer reinforcing bar, and the head part of the reinforcing bar binding member is rotated in the direction opposite to the rotation direction of the head part, respectively. It is characterized in that the legs are brought into contact with each other and twisted to bind the reinforcing bars to each other.

【0011】請求項3記載の鉄筋結束装置は、請求項1
記載の鉄筋結束部材を用いた結束装置であって、内筒と
該内筒の軸方向に移動自在に設けられた外筒との二重構
造からなり、該外筒には、鉄筋結束部材の脚部を挟持す
るスリット状挟持部が形成され、前記内筒には、前記鉄
筋結束部材の頭部を嵌合する嵌合部が形成されているこ
とを特徴とするものである。
A reinforcing bar bundling device according to a third aspect of the present invention is the first aspect of the present invention.
A binding device using the reinforcing bar binding member according to claim 1, which has a double structure of an inner cylinder and an outer cylinder movably provided in an axial direction of the inner cylinder, and the outer cylinder includes a reinforcing bar binding member. A slit-shaped holding portion for holding the leg portion is formed, and a fitting portion for fitting the head portion of the reinforcing bar binding member is formed in the inner cylinder.

【0012】[0012]

【作用】請求項1記載の鉄筋結束部材では、頭部と互い
に対向する脚部とにより、内側にある鉄筋が覆われ、そ
れぞれの脚部の先端部に屈曲形成されたフック部が外側
にある鉄筋に引っ掛けられる。この鉄筋結束部材は、コ
字型形状の軟鋼線からなるため、自身の変形が容易に変
形される。
In the reinforcing bar binding member according to the first aspect of the present invention, the head and the leg portions facing each other cover the reinforcing rods on the inner side, and the hook portions bent and formed at the tips of the respective leg portions are on the outer side. Hooked on the rebar. Since this reinforcing bar binding member is made of U-shaped mild steel wire, it can be easily deformed.

【0013】請求項2記載の鉄筋結束方法では、鉄筋結
束部材の脚部を交差する鉄筋を挟み込んで、鉄筋結束部
材の頭部を脚部に平行となる軸回りに回転させることに
より、各脚部が外側鉄筋にかかって捩じれ、屈曲された
各フック部が外側の鉄筋に引っ掛かる位置に配される。
そして、鉄筋結束部材を脚部の軸方向頭部側に移動させ
ることにより、外側鉄筋に各フック部が引っ掛けられ
る。前記頭部の回転方向の逆方向に頭部を回転させるこ
とにより、各脚部が捩じられて当接され、これら脚部が
内側鉄筋に密着され、内側鉄筋と外側鉄筋とが結束され
る。
In the reinforcing bar binding method according to the second aspect of the present invention, the reinforcing bars that cross the legs of the reinforcing bar binding member are sandwiched, and the head of the reinforcing bar binding member is rotated about an axis parallel to the legs, whereby each leg is rotated. The portion is twisted by being hooked on the outer reinforcing bar, and the bent hook portions are arranged at positions where they are caught by the outer reinforcing bar.
Then, the hook portions are hooked on the outer reinforcing bars by moving the reinforcing bar binding member toward the head side in the axial direction of the legs. By rotating the head in a direction opposite to the direction of rotation of the head, the legs are twisted and brought into contact with each other, the legs are brought into close contact with the inner rebar, and the inner rebar and the outer rebar are bound together. ..

【0014】請求項3記載の鉄筋結束部材の結束装置
は、外筒を自身の軸方向に移動させることにより、内筒
に形成された嵌合部を露出させ、この嵌合部に鉄筋結束
部材の頭部が嵌め合わされる。そして、内筒の軸方向に
外筒を移動させることにより、この外筒の挟持部に鉄筋
結束部材の両脚部が挟持される。このように、内筒の嵌
合部に鉄筋結束部材の頭部を嵌め合わせて頭部の移動を
抑さえ、外筒の挟持部で各脚部を挟持して脚部の回転を
抑さえ、鉄筋結束部材を結束装置に固定する。
In the binding device for a reinforcing bar binding member according to a third aspect, the fitting portion formed on the inner cylinder is exposed by moving the outer cylinder in the axial direction of the outer cylinder, and the reinforcing bar binding member is attached to the fitting portion. The heads of are fitted. Then, by moving the outer cylinder in the axial direction of the inner cylinder, both leg portions of the reinforcing bar binding member are clamped by the clamp portion of the outer cylinder. In this way, the head of the reinforcing bar binding member is fitted to the fitting portion of the inner cylinder to suppress the movement of the head, and the legs of the outer cylinder are clamped to suppress the rotation of the legs. The reinforcing bar binding member is fixed to the binding device.

【0015】[0015]

【実施例】以下、本発明の鉄筋結束部材とその結束方法
及び装置の一実施例について、図1ないし図11を参照
して説明する。ここで用いられる鉄筋結束部材20は、
交差する鉄筋と鉄筋とを結束する鉄筋結束部材であっ
て、図1に示すように、頭部21と互いに対向する脚部
22、22と、これら脚部22、22の先端部に外側方
向に屈曲形成されたフック部23、23とから一体形成
されたコ字型形状軟鋼線からなる。この鉄筋結束部材2
0では、例えば、SWMR6、SWー40C等の焼きな
まし処理されてない軟鋼線が用いられ、各部の形状で
は、外径は2mmであり、頭部21は25mmであり、
脚部22、22は95mmであり、フック部23、23
は25mmである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the reinforcing bar binding member and the binding method and apparatus therefor according to the present invention will be described below with reference to FIGS. The reinforcing bar bundling member 20 used here is
A reinforcing bar binding member for binding intersecting reinforcing bars and reinforcing bars, and as shown in FIG. 1, a head portion 21 and leg portions 22, 22 facing each other, and distal end portions of these leg portions 22, 22 outwardly outward. It is made of a U-shaped mild steel wire integrally formed with the bent hook portions 23, 23. This reinforcing bar binding member 2
In 0, for example, an unannealed mild steel wire such as SWMR6 or SW-40C is used, and the shape of each part has an outer diameter of 2 mm and a head 21 of 25 mm.
The legs 22 and 22 are 95 mm, and the hooks 23 and 23 are
Is 25 mm.

【0016】前記鉄筋結束部材20を用いる鉄筋結束装
置25は、図2に示すように、内筒26とこの内筒26
の軸方向に移動自在に設けられた外筒27との二重構造
からなる。前記内筒26は、例えば、1300mmの長
さを有し、先端部に円柱状ガイド部材28を設け、後端
部にエンドキャップ(図示略)を設けている。このガイ
ド部材28では、先端部が球面状にされ、中央部に鉄筋
結束部材20の頭部21を嵌合する複数(図では二個)
の溝状嵌合部29、29が内筒26の軸に直交して形成
されている。一方、外筒27は、例えば、1185mm
の長さを有し、自身の軸方向に沿うとともに、外筒27
のほぼ径方向に対向されるスリット状挟持部30、30
を先端部に設け、後端部に中間カラー(図示略)を設け
ている。この外筒の中間カラーと内筒26のエンドキャ
ップとに、内筒26の外周を覆うコイルスプリングが取
り付けられている。
A reinforcing bar bundling device 25 using the reinforcing bar bundling member 20 includes an inner cylinder 26 and an inner cylinder 26 as shown in FIG.
It has a double structure with the outer cylinder 27 that is provided so as to be movable in the axial direction. The inner cylinder 26 has, for example, a length of 1300 mm, a cylindrical guide member 28 is provided at the front end, and an end cap (not shown) is provided at the rear end. In this guide member 28, the tip portion is made spherical, and a plurality (two in the figure) of fitting the head portion 21 of the reinforcing bar binding member 20 to the central portion.
The groove-like fitting portions 29, 29 are formed so as to be orthogonal to the axis of the inner cylinder 26. On the other hand, the outer cylinder 27 is, for example, 1185 mm.
Of the outer cylinder 27 along with its own axial direction.
Of the slit-shaped holding portions 30 and 30 that are opposed to each other substantially in the radial direction
Is provided at the front end and an intermediate collar (not shown) is provided at the rear end. A coil spring that covers the outer circumference of the inner cylinder 26 is attached to the intermediate collar of the outer cylinder and the end cap of the inner cylinder 26.

【0017】これら鉄筋結束部材20と鉄筋結束装置2
5とを用いた鉄筋結束方法について、図2ないし図12
を参照して説明する。まず、外筒27を自身の軸方向に
沿って後方に移動させ、ガイド部材28の各嵌合部2
9、29を露出させ、図2に示すように、前方にある嵌
合部29に鉄筋結束部材20の頭部21を嵌め合わせ
る。そして、外筒27を前方に移動させ、図3に示すよ
うに、外筒27の挟持部30、30に鉄筋結束部材20
の脚部22、22を嵌めて脚部22、22を挟持し、鉄
筋結束部材20を鉄筋結束装置25に固定する。
These reinforcing bar binding members 20 and reinforcing bar binding device 2
2 to 12 for the reinforcing bar bundling method using
Will be described. First, the outer cylinder 27 is moved rearward along the axial direction of the outer cylinder 27, and each fitting portion 2 of the guide member 28 is moved.
9 and 29 are exposed, and as shown in FIG. 2, the head portion 21 of the reinforcing bar binding member 20 is fitted to the fitting portion 29 at the front. Then, the outer cylinder 27 is moved forward, and as shown in FIG. 3, the reinforcing bar bundling member 20 is attached to the holding portions 30, 30 of the outer cylinder 27.
The leg portions 22 and 22 are fitted to hold the leg portions 22 and 22, and the reinforcing bar binding member 20 is fixed to the reinforcing bar binding device 25.

【0018】このような鉄筋結束装置25の先端部を、
直線状の剪断補強筋35に載置された主筋36上に押し
込み、図4に示すように、鉄筋結束部材20の頭部21
と対向する脚部22、22とで交差する主筋36と剪断
補強筋35とを挟み込み、鉄筋結束装置25の軸回り左
方向に脚部22、22、剪断補強筋35、主筋36の順
に配し、各フック部23、23を剪断補強筋35の下方
に配す。そして、図5に示すように、鉄筋結束装置25
を自身の軸回り左方向に回転させる。このとき、鉄筋結
束部材20の脚部22、22が剪断補強筋35に当接
し、さらに鉄筋結束装置25を回転させることにより、
図6に示すように、脚部22、22が捩じれ、フック部
23、23が剪断補強筋35の軸を横断する位置に配さ
れる。
The tip portion of such a reinforcing bar binding device 25 is
It is pushed onto the main reinforcement 36 placed on the linear shear reinforcement reinforcement 35 and, as shown in FIG. 4, the head 21 of the reinforcing bar binding member 20.
The main reinforcement 36 and the shear reinforcement 35 that intersect with the leg portions 22, 22 facing each other are sandwiched, and the legs 22, 22, the shear reinforcement 35, and the main reinforcement 36 are arranged in this order in the left direction around the axis of the reinforcing bar binding device 25. , The hook portions 23 are arranged below the shear reinforcing bar 35. Then, as shown in FIG. 5, the reinforcing bar binding device 25
Rotate left around its own axis. At this time, the legs 22, 22 of the reinforcing bar bundling member 20 contact the shear reinforcing bar 35, and by further rotating the reinforcing bar bundling device 25,
As shown in FIG. 6, the leg portions 22 and 22 are twisted, and the hook portions 23 and 23 are arranged at positions crossing the axis of the shear reinforcing bar 35.

【0019】この状態で、鉄筋結束装置25を自身の軸
方向に引き上げることにより、鉄筋結束部材20を引き
上げ、図7に示すように、各フック部23、23を剪断
補強筋35に引っ掛ける。そして、図8に示すように、
鉄筋結束装置25を自身の軸回り右方向に回転させ、図
9に示すように、各脚部22、22を捩じって当接させ
る。さらに、鉄筋結束装置25を回転させることによ
り、図10に示すように、各脚部22、22が複数重ね
に捩じられ、鉄筋結束部材20の各脚部22、22が主
筋36に密着して締まり、剪断補強筋35と主筋36と
が強固に結束される。
In this state, by pulling up the reinforcing bar binding device 25 in the axial direction of itself, the reinforcing bar binding member 20 is pulled up, and the hook portions 23, 23 are hooked on the shear reinforcing bar 35 as shown in FIG. Then, as shown in FIG.
The reinforcing bar binding device 25 is rotated to the right around its own axis, and the legs 22, 22 are twisted and brought into contact with each other, as shown in FIG. Further, by rotating the reinforcing bar bundling device 25, as shown in FIG. 10, each leg 22, 22 is twisted in a plurality of layers, and each leg 22, 22 of the reinforcing bar bundling member 20 is brought into close contact with the main bar 36. And the shear reinforcing bar 35 and the main bar 36 are firmly bound together.

【0020】次に、屈曲された剪断補強筋に主筋を結束
する結束作業について説明する。この結束作業は、例え
ば、垂直方向から水平方向に屈曲された剪断補強筋と主
筋とを鉄筋結束部材20で結束する作業である。まず、
前記同様、鉄筋結束装置25に鉄筋結束部材20を固定
する。この鉄筋結束部材20の頭部21と対向する脚部
22、22とで交差する主筋36を挟み込み、鉄筋結束
装置25の軸回り左方向に脚部22、22、剪断補強
筋、主筋の順に配し、垂直方向に延びる剪断補強筋の外
側に一方のフック部23を配し、他方のフック部23を
水平方向に延びる剪断補強筋の外側に配す。そして、鉄
筋結束装置25を自身の軸回り左方向に回転させ、鉄筋
結束部材20の脚部22、22を剪断補強筋に当接させ
て脚部22、22を捩じり、フック部23、23が剪断
補強筋の軸を横断する位置に配される。
Next, a binding operation for binding the main bar to the bent shear reinforcing bar will be described. This binding work is, for example, a work of binding the shear reinforcing bar bent from the vertical direction to the horizontal direction and the main bar with the reinforcing bar binding member 20. First,
Similarly to the above, the reinforcing bar binding member 20 is fixed to the reinforcing bar binding device 25. A main bar 36 that intersects the head section 21 of the reinforcing bar binding member 20 and the leg sections 22, 22 facing each other is sandwiched, and the leg sections 22, 22, the shear reinforcing bar, and the main bar are arranged in the leftward direction around the axis of the reinforcing bar binding device 25. Then, one hook portion 23 is arranged outside the shear reinforcing bar extending in the vertical direction, and the other hook portion 23 is arranged outside the shear reinforcing bar extending in the horizontal direction. Then, the reinforcing bar binding device 25 is rotated to the left around its own axis, the leg portions 22, 22 of the reinforcing bar binding member 20 are brought into contact with the shear reinforcing bar, and the leg portions 22, 22 are twisted, and the hook portion 23, 23 is located transverse to the axis of the shear reinforcement.

【0021】この状態で、鉄筋結束装置25を自身の軸
方向に引き上げることにより、鉄筋結束部材20を引き
上げ、各フック部23、23を剪断補強筋に引っ掛け
る。そして、鉄筋結束装置25を自身の軸回り右方向に
回転させ、各脚部22、22を捩じって当接させる。さ
らに、鉄筋結束装置25を回転させることにより、各脚
部22、22が複数重ねに捩じられ、鉄筋結束部材20
の各脚部22、22が主筋に密着して締まり、剪断補強
筋と主筋とが強固に結束される。
In this state, by pulling up the reinforcing bar binding device 25 in the axial direction of itself, the reinforcing bar binding member 20 is pulled up, and the hook portions 23, 23 are hooked on the shear reinforcing bar. Then, the reinforcing bar binding device 25 is rotated to the right around its own axis, and the leg portions 22, 22 are twisted and brought into contact with each other. Further, by rotating the reinforcing bar binding device 25, the leg portions 22 and 22 are twisted in a plurality of layers, and the reinforcing bar binding member 20 is rotated.
The respective leg portions 22, 22 are closely attached and tightened to the main bar, and the shear reinforcing bar and the main bar are tightly bound.

【0022】なお、前記実施例の鉄筋結束部材20のフ
ック部23、23は外側に屈曲させているが、これに限
定するものでなく、接続される鉄筋の状況にあわせて、
脚部22、22の軸回り任意の方向に屈曲させてもよ
い。また、前記実施例では、鉄筋結束装置25を自身の
軸回り左方向に回転させ、その後、右方向に回転させた
が、鉄筋結束装置25の軸回り右方向に脚部22、2
2、剪断補強筋35、主筋36の順に配した場合、前記
実施例の反対方向へ回転させればよい。さらに、前記実
施例では、ガイド部材28に嵌合部29を二個設けた
が、これに限定するものでなく、複数設けてもよく、二
本以上の鉄筋を結束する場合等の接続される鉄筋の状況
に合った嵌合部に鉄筋結束部材20の頭部21を嵌め合
わせればよい。
The hook portions 23, 23 of the reinforcing bar bundling member 20 of the above-described embodiment are bent outward, but the invention is not limited to this, and the hooks 23, 23 may be bent according to the situation of the reinforcing bars to be connected.
The legs 22 and 22 may be bent around the axis in any direction. Further, in the above-described embodiment, the reinforcing bar binding device 25 is rotated to the left around its own axis and then to the right, but the leg portions 22, 2 are rotated to the right around the axis of the reinforcing bar binding device 25.
2. When the shear reinforcing bar 35 and the main reinforcing bar 36 are arranged in this order, they may be rotated in the opposite direction of the above embodiment. Further, in the above-described embodiment, the two fitting portions 29 are provided on the guide member 28, but the number of fitting portions 29 is not limited to this, and a plurality of fitting portions 29 may be provided, and they are connected when binding two or more reinforcing bars. The head 21 of the reinforcing bar bundling member 20 may be fitted to the fitting part suitable for the condition of the reinforcing bar.

【0023】このような鉄筋結束部材20によれば、頭
部21と互いに対向する脚部22、22とにより主筋3
6の外周が覆われ、それぞれの脚部22、22に設けら
れたフック部23、23が剪断補強筋35に引っ掛けら
れるため、剪断補強筋が屈曲されている場合にあって
も、剪断補強筋が直線形状を有する場合と同様に取り扱
うことができる。そして、鉄筋結束部材20はコ字型形
状の軟鋼線からなるため、鉄筋結束部材20自身の変形
が容易にされ、鉄筋結束部材20を容易に結束すること
ができる。さらに、鉄筋結束部材20は焼きなまし処理
されていないため、自身が結束時折れにくくされ、主筋
36を剪断補強筋35に確実に結束することができる。
また、鉄筋結束部材20の脚部22、22を捩じること
により、これら脚部22、22が主筋36に密着され、
交差する主筋36と剪断補強筋35とを確実に接続する
ことができ、結束作業性を向上させることができる。こ
のように、簡単な形状を有する鉄筋結束部材20で結束
できることから、鉄筋結束部材20を安価に提供するこ
とができる。
According to the reinforcing bar bundling member 20 as described above, the main bar 3 is composed of the head 21 and the legs 22, 22 facing each other.
Since the outer periphery of 6 is covered and the hook portions 23, 23 provided on the respective leg portions 22, 22 are hooked on the shear reinforcing bar 35, even if the shear reinforcing bar is bent, the shear reinforcing bar is bent. Can be handled in the same way as when the has a linear shape. Since the reinforcing bar bundling member 20 is made of U-shaped mild steel wire, the reinforcing bar bundling member 20 itself can be easily deformed, and the reinforcing bar bundling member 20 can be easily bound. Further, since the reinforcing bar binding member 20 is not annealed, the reinforcing bar binding member 20 is unlikely to break during binding, and the main reinforcing bar 36 can be reliably bound to the shear reinforcing bar 35.
Further, by twisting the leg portions 22, 22 of the reinforcing bar binding member 20, the leg portions 22, 22 are brought into close contact with the main bar 36,
The intersecting main reinforcement 36 and the shear reinforcement reinforcement 35 can be reliably connected, and the binding workability can be improved. In this way, since the reinforcing bar binding member 20 having a simple shape can be used for binding, the reinforcing bar binding member 20 can be provided at low cost.

【0024】このようなの鉄筋結束方法によれば、鉄筋
結束部材20の脚部22、22を交差する主筋36と剪
断補強筋36とを挟み込んで、鉄筋結束部材20の頭部
21を脚部22、22に平行となる軸回りに回転させ
て、屈曲された各フック部23、23を剪断補強筋35
に引っ掛かる位置に配し、鉄筋結束部材20を脚部2
2、22の軸方向頭部21側に移動させることにより、
剪断補強筋35に各フック部23、23が引っ掛けられ
るため、剪断補強筋35への接続作業を容易にすること
ができる。そして、前記頭部21の回転方向の逆方向に
頭部21を回転させ、各脚部22、22が捩じられて当
接され、これら脚部22、22が主筋36に密着され、
主筋36を剪断補強筋35に確に結束することができ
る。このように、鉄筋結束部材20の頭部21の回転
と、脚部22の軸に平行な方向への移動とにより、鉄筋
結束作業が行われるため、鉄筋結束作業を簡易化するこ
とができる。
According to such a reinforcing bar bundling method, the head reinforcement 21 of the reinforcing bar bundling member 20 is sandwiched by the main reinforcement 36 and the shear reinforcing bar 36 which intersect the legs 22 of the reinforcing bar bundling member 20. , 22 about the axis that is parallel to the hooks 23, 23, and the bent hooks 23, 23 are reinforced by the shear reinforcement 35.
Place the reinforcing bar binding member 20 in the leg 2
By moving 2 and 22 to the axial head 21 side,
Since the hook portions 23 are hooked on the shear reinforcing bar 35, connection work to the shear reinforcing bar 35 can be facilitated. Then, the head portion 21 is rotated in the direction opposite to the rotation direction of the head portion 21, the leg portions 22, 22 are twisted and brought into contact with each other, and the leg portions 22, 22 are brought into close contact with the main muscle 36,
The main reinforcement 36 can be bound to the shear reinforcement reinforcement 35 reliably. In this way, since the reinforcing bar binding work is performed by the rotation of the head 21 of the reinforcing bar binding member 20 and the movement of the leg 22 in the direction parallel to the axis, the reinforcing bar binding work can be simplified.

【0025】このような鉄筋結束装置25によれば、外
筒27を自身の軸方向に移動させることにより、内筒2
6の嵌合部29に鉄筋結束部材20の頭部21を嵌合さ
せ、外筒27の挟持部30に鉄筋結束部材20の両脚部
22、22が挟持されるため、鉄筋結束部材20を鉄筋
結束装置25に容易に固定することができる。また、筒
状の鉄筋結束装置25を用いて、鉄筋結束作業を行うた
め、作業スペースが不要になり、狭い場所においても、
結束作業が行える。このような鉄筋結束部材とその結束
方法及び装置によれば、鉄筋結束装置25の軸回りの回
転と、鉄筋結束装置の軸方向への移動とにより、主筋3
6が剪断補強筋35に結束されるため、鉄筋結束作業を
簡易化しえて、鉄筋結束作業を自動化することができ
る。
According to such a reinforcing bar binding device 25, the inner cylinder 2 is moved by moving the outer cylinder 27 in its own axial direction.
Since the head portion 21 of the reinforcing bar binding member 20 is fitted to the fitting portion 29 of No. 6, and the leg portions 22 and 22 of the reinforcing bar binding member 20 are clamped to the clamping portion 30 of the outer cylinder 27, the reinforcing bar binding member 20 is It can be easily fixed to the binding device 25. Further, since the reinforcing bar binding device 25 having a tubular shape is used to perform the reinforcing bar binding work, a working space is unnecessary, and even in a narrow place,
Can perform binding work. According to the reinforcing bar binding member and the binding method and device thereof, the main bar 3 is rotated by the rotation of the reinforcing bar binding device 25 around the axis and the axial movement of the reinforcing bar binding device.
Since 6 is bound to the shear reinforcing bar 35, the reinforcing bar binding work can be simplified and the reinforcing bar binding work can be automated.

【0026】〈他の実施例〉この鉄筋結束部材40は、
図11に示すように、頭部21と互いに対向する脚部2
2、22と、これら脚部22、22の先端部にそれぞれ
外側方向に屈曲されたフック部41、41とを一体形成
したコ字型形状軟鋼線からなる。これらフック部41、
41は、引っ掛けられる剪断補強筋35の外径とほぼ同
一の円に形成され、その先端を外側に突出させている。
このような鉄筋結束部材40では、剪断補強筋35の外
周にわたってフック部41を引っ掛けることができるた
め、鉄筋結束部材40を剪断補強筋35に強固に接続す
ることができる。
<Other Embodiments> This reinforcing bar binding member 40 is
As shown in FIG. 11, the head portion 21 and the leg portion 2 facing each other
2, 22 and hook portions 41, 41 bent outwardly at the tips of the leg portions 22, 22, respectively, are formed of a U-shaped mild steel wire. These hook portions 41,
41 is formed in a circle having substantially the same diameter as the outer diameter of the shear reinforcing bar 35 to be hooked, and has its tip protruding outward.
In such a reinforcing bar binding member 40, the hook portion 41 can be hooked over the outer periphery of the shear reinforcing bar 35, so that the reinforcing bar binding member 40 can be firmly connected to the shear reinforcing bar 35.

【0027】[0027]

【発明の効果】以上説明したように、本発明の鉄筋結束
部材とその結束方法及び装置によれば、以下の効果を奏
することができる。請求項1記載の鉄筋結束部材によれ
ば、鉄筋結束部材はコ字型形状の軟鋼線からなるため、
自身の変形が容易にされ、鉄筋結束部材を容易に捩じる
ことができる。そして、頭部と互いに対向する脚部とで
接続される内側鉄筋が覆われ、それぞれの脚部のフック
部が外側鉄筋に引っ掛けられ、鉄筋結束部材の脚部を捩
じることにより、これら脚部が接続される鉄筋に密着さ
れ、交差する鉄筋を確実に結束することができ、結束作
業性を向上させることができる。このように、簡単な形
状を有する鉄筋結束部材で結束できることから、鉄筋結
束部材を安価に提供することができる。
As described above, according to the reinforcing bar binding member and the binding method and device of the present invention, the following effects can be obtained. According to the reinforcing bar bundling member of claim 1, since the reinforcing bar bundling member is made of a U-shaped mild steel wire,
The deformation of itself is facilitated, and the reinforcing bar binding member can be easily twisted. Then, the inner reinforcing bars that are connected to the head and the legs that face each other are covered, the hooks of the respective legs are hooked on the outer reinforcing bars, and the legs of the reinforcing bar binding member are twisted to form these legs. The portions are closely attached to the reinforcing bars to be connected, and the intersecting reinforcing bars can be reliably bound, and the binding workability can be improved. As described above, since the reinforcing bar binding member having a simple shape can be used for binding, the reinforcing bar binding member can be provided at low cost.

【0028】請求項2記載の鉄筋結束方法では、鉄筋結
束部材の脚部を交差する鉄筋を挟み込んで、鉄筋結束部
材の頭部を脚部に平行となる軸回りに回転させて、屈曲
された各フック部が外側鉄筋に引っ掛かる位置に配さ
れ、鉄筋結束部材を脚部の軸方向に移動させて、外側鉄
筋に各フック部が引っ掛けられるため、外側鉄筋への接
続作業を容易にすることができる。そして、前記頭部の
回転方向の逆方向に頭部を回転させ、各脚部が捩じられ
て当接され、これら脚部が内側鉄筋に密着され、内側鉄
筋を外側鉄筋に確に結束することができる。このよう
に、鉄筋結束部材の頭部の回転と、脚部の軸に平行な方
向への移動とにより、鉄筋結束作業が行われるため、鉄
筋結束作業を簡易化することができる。
In the reinforcing bar binding method according to the second aspect, the reinforcing bars which cross the legs of the reinforcing bar binding member are sandwiched, and the head of the reinforcing bar binding member is rotated about an axis parallel to the legs and bent. Since each hook part is arranged at a position where it is caught by the outer reinforcing bar, and the reinforcing bar binding member is moved in the axial direction of the leg part, and each hook part is hooked on the outer reinforcing bar, the work of connecting to the outer reinforcing bar can be facilitated. it can. Then, the head is rotated in a direction opposite to the direction of rotation of the head, and the legs are twisted and brought into contact with each other, and these legs are tightly attached to the inner reinforcing bars, and the inner reinforcing bars are securely bound to the outer reinforcing bars. be able to. In this way, since the reinforcing bar binding work is performed by the rotation of the head of the reinforcing bar binding member and the movement of the leg in the direction parallel to the axis, the reinforcing bar binding work can be simplified.

【0029】請求項3記載の鉄筋結束装置は、外筒を自
身の軸方向に移動させることにより、内筒の嵌合部に鉄
筋結束部材の頭部を嵌合させ、外筒の挟持部に鉄筋結束
部材の両脚部が挟持されるため、鉄筋結束部材を鉄筋結
束装置に容易に固定することができる。また、筒状の鉄
筋結束装置を用いて、鉄筋結束作業を行うため、作業ス
ペースが不要になり、狭い場所においても、結束作業が
行える。このような鉄筋結束装置によれば、鉄筋結束装
置の軸回りの回転と、鉄筋結束装置の軸方向への移動と
により、内側鉄筋が外側鉄筋剪に結束されるため、鉄筋
結束作業を簡易化しえて、鉄筋結束作業を自動化するこ
とができる。
In the reinforcing bar bundling device according to the third aspect, the head of the reinforcing bar bundling member is fitted in the fitting part of the inner cylinder by moving the outer cylinder in the axial direction of the outer cylinder, and is held in the holding part of the outer cylinder. Since both legs of the reinforcing bar binding member are clamped, the reinforcing bar binding member can be easily fixed to the reinforcing bar binding device. Further, since the reinforcing bar binding device is used to perform the reinforcing bar binding work, no working space is required and the binding work can be performed even in a narrow space. According to such a reinforcing bar binding device, the rotation of the reinforcing bar binding device about the axis and the movement of the reinforcing bar binding device in the axial direction cause the inner reinforcing bar to be bound to the outer reinforcing bar shear, thus simplifying the reinforcing bar binding work. Therefore, the reinforcing bar binding work can be automated.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の鉄筋結束部材の一実施例を示す側面図
である。
FIG. 1 is a side view showing an embodiment of a reinforcing bar binding member of the present invention.

【図2】本発明の鉄筋結束装置の一実施例を示す斜視図
である。
FIG. 2 is a perspective view showing an embodiment of the reinforcing bar binding device of the present invention.

【図3】図2の外筒を移動後を示す斜視図である。FIG. 3 is a perspective view showing the outer cylinder of FIG. 2 after being moved.

【図4】図1の鉄筋結束部材を交差する鉄筋に差し込ん
だ時の側面図である。
FIG. 4 is a side view of the reinforcing bar binding member of FIG. 1 inserted into a crossing reinforcing bar.

【図5】図4の正面図である。FIG. 5 is a front view of FIG.

【図6】図4の頭部を回転させた後の正面図である。6 is a front view after the head of FIG. 4 is rotated.

【図7】図6の鉄筋結束部材を引き上げた後の側面図で
ある。
FIG. 7 is a side view of the reinforcing bar binding member of FIG. 6 after being pulled up.

【図8】図7の頭部を回転させた後の正面図である。FIG. 8 is a front view after the head of FIG. 7 is rotated.

【図9】図8の側面図である。9 is a side view of FIG.

【図10】図9の結束後を示す側面図である。FIG. 10 is a side view showing the state after binding of FIG. 9;

【図11】図1の変形例を示すの側面図である。FIG. 11 is a side view showing a modified example of FIG.

【図12】従来の屈曲された鉄筋への結束作業を示す側
面図である。
FIG. 12 is a side view showing a binding operation for a conventional bent reinforcing bar.

【図13】図12の鉄筋結束部材を示す側面図である。13 is a side view showing the reinforcing bar binding member of FIG. 12. FIG.

【図14】図12の結束後を示す側面図である。FIG. 14 is a side view showing the state after binding of FIG.

【図15】従来の直線状の鉄筋への結束作業を示す側面
図である。
FIG. 15 is a side view showing a binding operation for a conventional linear reinforcing bar.

【図16】図15の結束後を示す側面図である。16 is a side view showing the state after binding in FIG.

【符号の説明】[Explanation of symbols]

20 鉄筋結束部材 21 頭部 22 脚部 23 フック部 25 鉄筋結束装置 26 内筒 27 外筒 29 嵌合部 30 挟持部 35 鉄筋(剪断補強筋) 36 鉄筋(主筋) 20 Reinforcing Bar Binding Member 21 Head Part 22 Leg Part 23 Hook Part 25 Reinforcing Bar Binding Device 26 Inner Cylinder 27 Outer Cylinder 29 Fitting Part 30 Clamping Part 35 Reinforcing Bar (Shear Reinforcing Bar) 36 Reinforcing Bar (Main Bar)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中川 徹 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 松村 勝実 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 野口 幹夫 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 小野 博美 東京都港区芝浦1丁目2番3号 清水建設 株式会社内 (72)発明者 梶岡 保夫 東京都港区芝浦1丁目2番3号 清水建設 株式会社内 (72)発明者 佐藤 等 東京都港区芝浦1丁目2番3号 清水建設 株式会社内 ─────────────────────────────────────────────────── ─── Continued front page (72) Toru Nakagawa Toru Nakagawa 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Katsumi Matsumura 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Mikio Noguchi 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Hiromi Ono 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. ( 72) Inventor Yasuo Kajioka 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Sato et al. 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 交差する鉄筋と鉄筋とを結束する鉄筋結
束部材であって、該鉄筋結束部材は、頭部と互いに対向
する脚部とこれら脚部の先端部に屈曲形成されたフック
部とを有するコ字型形状の軟鋼線からなることを特徴と
する鉄筋結束部材。
1. A reinforcing bar binding member for binding intersecting reinforcing bars and reinforcing bars, wherein the reinforcing bar binding member includes a head portion facing each other, and a hook portion bent and formed at a tip portion of the leg portion. A reinforcing bar binding member comprising a U-shaped mild steel wire having
【請求項2】 請求項1記載の鉄筋結束部材を用いた鉄
筋の結束方法であって、前記鉄筋結束部材の脚部を交差
する鉄筋の外側に挟み込ませ、前記鉄筋結束部材の頭部
を前記脚部に平行となる軸回りに回転させて、各フック
部を外側鉄筋に引っ掛かる位置に配させ、鉄筋結束部材
を脚部の軸方向頭部側に移動させて各フック部を外側の
鉄筋に引っ掛け、鉄筋結束部材の頭部を前記頭部の回転
方向の逆方向に回転させて、それぞれの脚部を当接させ
て捩じり、鉄筋と鉄筋とを結束することを特徴とする鉄
筋結束方法。
2. A method of binding reinforcing bars using the reinforcing bar binding member according to claim 1, wherein the leg portions of the reinforcing bar binding member are sandwiched outside the intersecting reinforcing bars, and the head of the reinforcing bar binding member is Rotate it around an axis that is parallel to the legs, place each hook at a position where it will be caught by the outer rebar, move the reinforcing bar binding member to the axial head side of the leg, and move each hook to the outer rebar. Hooking, rotating the head of the reinforcing bar binding member in the direction opposite to the direction of rotation of the head, abutting and twisting the respective leg parts, and binding the reinforcing bar and the reinforcing bar Method.
【請求項3】 請求項1記載の鉄筋結束部材を用いた結
束装置であって、内筒と該内筒の軸方向に移動自在に設
けられた外筒との二重構造からなり、該外筒には、鉄筋
結束部材の脚部を挟持するスリット状挟持部が形成さ
れ、前記内筒には、前記鉄筋結束部材の頭部を嵌合する
嵌合部が形成されていることを特徴とする鉄筋結束装
置。
3. A binding device using the reinforcing bar binding member according to claim 1, wherein the binding device has a double structure of an inner cylinder and an outer cylinder movably provided in an axial direction of the inner cylinder. A slit-shaped holding portion that holds the leg portion of the reinforcing bar binding member is formed in the cylinder, and a fitting portion that fits the head portion of the reinforcing bar binding member is formed in the inner cylinder. Reinforcing bar binding device.
JP33530591A 1991-12-18 1991-12-18 Reinforced binding wember and method and device for binding work Withdrawn JPH05163797A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33530591A JPH05163797A (en) 1991-12-18 1991-12-18 Reinforced binding wember and method and device for binding work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33530591A JPH05163797A (en) 1991-12-18 1991-12-18 Reinforced binding wember and method and device for binding work

Publications (1)

Publication Number Publication Date
JPH05163797A true JPH05163797A (en) 1993-06-29

Family

ID=18287038

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33530591A Withdrawn JPH05163797A (en) 1991-12-18 1991-12-18 Reinforced binding wember and method and device for binding work

Country Status (1)

Country Link
JP (1) JPH05163797A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994013902A1 (en) * 1992-12-14 1994-06-23 Cecil Gwilliam Jones Tie device, and an appartus and method for tying said tie device
JP2018150700A (en) * 2017-03-10 2018-09-27 工建テック株式会社 Anchor fixing clip and anchor fixing method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994013902A1 (en) * 1992-12-14 1994-06-23 Cecil Gwilliam Jones Tie device, and an appartus and method for tying said tie device
US5913341A (en) * 1992-12-14 1999-06-22 Ironbar Pty Ltd. Apparatus and method for tying at least two bars
JP2018150700A (en) * 2017-03-10 2018-09-27 工建テック株式会社 Anchor fixing clip and anchor fixing method

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Effective date: 19990311