JP2017053197A - Binding tool and binding method - Google Patents

Binding tool and binding method Download PDF

Info

Publication number
JP2017053197A
JP2017053197A JP2015180190A JP2015180190A JP2017053197A JP 2017053197 A JP2017053197 A JP 2017053197A JP 2015180190 A JP2015180190 A JP 2015180190A JP 2015180190 A JP2015180190 A JP 2015180190A JP 2017053197 A JP2017053197 A JP 2017053197A
Authority
JP
Japan
Prior art keywords
binding tool
binding
hacker
engagement hole
cutting
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
Application number
JP2015180190A
Other languages
Japanese (ja)
Inventor
潔 江藤
Kiyoshi Eto
潔 江藤
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.)
Dia Spring Co Ltd
ETO SPRING SEISAKUSHO KK
Original Assignee
Dia Spring Co Ltd
ETO SPRING SEISAKUSHO KK
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 Dia Spring Co Ltd, ETO SPRING SEISAKUSHO KK filed Critical Dia Spring Co Ltd
Priority to JP2015180190A priority Critical patent/JP2017053197A/en
Publication of JP2017053197A publication Critical patent/JP2017053197A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a binding tool that enables efficient execution of binding work.SOLUTION: A binding tool 1 is formed of a slender band-shaped binding tool body 3, and hook parts 5 that are integrally formed at both longitudinal ends of the binding tool body 3. An engagement hole 7 is formed in the hook part 5. An outer periphery of the engagement hole 7 is pre-provided with a narrow cutting-planned part 9. A hacker is rotated by being inserted into the engagement holes 7 of both the hook parts 5, and both ends of the binding tool 1 are twisted together. The cutting-planned part 9 is pre-formed to be the first to be cut by rotation of the hacker.SELECTED DRAWING: Figure 1

Description

本発明は鉄筋コンクリート構造に用いる鉄筋の結束技術に関する。   The present invention relates to a technique for binding reinforcing bars used in a reinforced concrete structure.

コンクリートは圧縮には強いが引張りには弱いので、コンクリート構造物にはコンクリートの低い引張り強度を補強するために異形棒鋼などの鉄筋が埋め込まれている。鉄筋は、例えば、コンクリートを打設する前にコンクリート打設場所に網目状に配置され、複数の鉄筋の交差個所は結束具で結束されている。   Since concrete is strong in compression but weak in tension, concrete structures are embedded with reinforcing bars such as deformed steel bars to reinforce the low tensile strength of concrete. For example, the reinforcing bars are arranged in a mesh pattern at a concrete placement place before placing concrete, and the intersections of the plurality of reinforcing bars are bound by a binding tool.

鉄筋を結束する結束具としては、例えば特許文献1に示すように、針金を二つ折り状に曲げて一端部にループを形成した細長いU字状のものが使用されている。   As a binding tool for binding reinforcing bars, for example, as shown in Patent Document 1, an elongated U-shaped member in which a wire is bent in a double shape and a loop is formed at one end is used.

図8乃至図13を参照し、このような結束具を用いて鉄筋の交差個所を結束する結束方法の一例を説明する。   With reference to FIG. 8 thru | or FIG. 13, an example of the binding method which binds the crossing part of a reinforcing bar using such a binding tool is demonstrated.

まず、結束具Aを2本の鉄筋Bの交差個所に巻くようにして配置する(図8)。ここでは、結束具Aを交差個所の下側に配置し、結束具Aの両端部を上側に位置させている。次に、結束具AのループCにハッカーDの先端部を浅く差し入れ(図9)、結束具Aの開放側EをハッカーDの先端部の上側に引っ掛け(図10)、ループC側及び開放側Eがねじり合うようにハッカーDを回転させる(図11)。結束具Aが十分ねじり合わされ、鉄筋Bの交差個所をきつく締め付けたら、結束具Aが切断される前にハッカーDの回転を停止し(図12)、ハッカーDの先端部を結束具Aから外して結束作業を終了する(図13)。   First, the binding tool A is arranged so as to be wound around the intersection of the two reinforcing bars B (FIG. 8). Here, the binding tool A is disposed below the intersection, and both ends of the binding tool A are positioned on the upper side. Next, the tip of the hacker D is inserted shallowly into the loop C of the binding tool A (FIG. 9), and the open side E of the binding tool A is hooked on the upper side of the tip of the hacker D (FIG. 10). Hacker D is rotated so that side E twists together (FIG. 11). When the binding tool A is sufficiently twisted and the crossing point of the reinforcing bar B is tightened tightly, the hacker D stops rotating before the binding tool A is cut (FIG. 12), and the tip of the hacker D is removed from the binding tool A. Thus, the bundling work is completed (FIG. 13).

実用新案登録第3038347号公報Utility Model Registration No. 3038347

このような結束作業を経て複数本又は多数本の鉄筋が結束されて組み立てられるが、結束具の開放側とループ側とをねじり合わせるときに開放側が指から外れてしまうと結束作業をはじめからやり直さなければならない。また、ハッカーを回転させて結束具を締め上げるときに、ハッカーの回転の停止が早すぎれば結束具による鉄筋の締め付けが不十分となるし、ハッカーを回転させすぎると結束具のねじり合わせた部分が切断されて結束強度が保てなくなったり結束できなかったりするが、ハッカーの回転を停止するタイミングは把握しにくい。したがって、従来の結束具では結束作業を効率的に行なうことが難しい。   Multiple or many rebars are bundled and assembled through such a bundling work, but if the open side comes off the finger when twisting the open side and the loop side of the bundling tool, the bundling work is started again from the beginning. There must be. Also, when rotating the hacker and tightening the binding tool, if the hacker stops rotating too early, the rebar tightening by the binding tool will be insufficient, and if the hacker is rotated too much, the part where the binding tool is twisted together Is cut and the binding strength cannot be maintained or the binding cannot be performed, but it is difficult to grasp the timing at which the hacker stops rotating. Therefore, it is difficult to efficiently perform the binding work with the conventional binding tool.

そこで本発明は、結束作業を効率的に行なうことができる結束具及び効率的な結束方法の提供を目的とする。   Then, this invention aims at provision of the binding tool which can perform a binding work efficiently, and an efficient binding method.

この目的を達成するための本発明の結束具は、鉄筋コンクリート構造に用いる鉄筋の結束具であって、帯状の細長い(バンド状である)金属製の結束具本体と、この結束具本体の長さ方向両端に一体的に形成された引掛け部(ハッカーの先端部を引掛けるための引掛け部)と、を備え、前記引掛け部にはハッカーを差し入れる係合孔が形成され、この係合孔の外周には切断予定部が形成されているものである。切断予定部は、係合孔の外周に形成された幅狭部とすることができる。また、幅狭部は引掛け部の中心に対して係合孔の中心をずらすことにより形成することができる。引掛け部及び係合孔は円形又はほぼ円形に形成できる。切断予定部は引掛け部の長さ方向外端部又は外端に形成することができる。このように形成すれば、切断は結束具の長さ方向両端で生じるので、切断によりねじり合せた個所の強度が弱まるおそれがない。また、切断予定部は引掛け部の幅方向端部又は幅方向端に形成できる。切断予定部は引掛け部の外周から形成された例えばV字状の切込みとすることもできる。切断予定部は、例えば、ねじり作業を行う際に最初に切断される部分である。   In order to achieve this object, a binding tool of the present invention is a reinforcing bar binding tool used for a reinforced concrete structure, which is a band-like elongated (band-shaped) metal binding tool body, and the length of the binding tool body. A hook part integrally formed at both ends in the direction (a hook part for hooking the tip of the hacker), and an engagement hole into which the hacker is inserted is formed in the hook part. A portion to be cut is formed on the outer periphery of the joint hole. The planned cutting portion can be a narrow portion formed on the outer periphery of the engagement hole. The narrow portion can be formed by shifting the center of the engagement hole with respect to the center of the hook portion. The hook portion and the engagement hole can be formed in a circular shape or a substantially circular shape. The planned cutting portion can be formed at the outer end portion or the outer end in the length direction of the hook portion. If formed in this way, the cutting occurs at both ends in the lengthwise direction of the binding tool, so there is no possibility that the strength of the portion twisted by the cutting will be weakened. Further, the planned cutting portion can be formed at the end in the width direction or the end in the width direction of the hook portion. The planned cutting portion can be, for example, a V-shaped cut formed from the outer periphery of the hook portion. For example, the scheduled cutting portion is a portion that is first cut when performing a twisting operation.

また、この目的を達成するための本発明の結束方法は、鉄筋コンクリート構造に用いる鉄筋の結束方法であって、帯状の細長い(バンド状である)金属製の結束具本体と、この結束具本体の長さ方向両端に一体的に形成された引掛け部(ハッカーの先端部を引掛けるための引掛け部)と、を備え、この引掛け部にハッカーを差し入れる係合孔が形成された結束具を準備する準備工程と、準備した結束具の前記結束具本体を鉄筋の交差個所に巻くように配置する配置工程と、前記鉄筋の交差個所に配置した前記結束具の両方の係合孔にハッカーの先端部を差し入れる差し入れ工程と、前記ハッカーを回転させて前記結束具本体の両端部及び前記引掛け部をねじり合わせるねじり工程と、前記係合孔の外周が切断されるまで前記ハッカーを回転させる切断工程と、を備えたものである。係合孔の外周を切断しているのでねじり合わせた部分の強度が小さくなることを抑制できる。切断工程は、例えば、係合孔の外周に形成された切断予定部を切断するように行われる。切断予定部は引掛け部の長さ方向外端部又は外端に形成することができる。   The binding method of the present invention for achieving this object is a method of binding reinforcing bars used in a reinforced concrete structure, which is a strip-like elongated (band-shaped) metal binding tool body, and the binding tool body. A binding unit having a hook part integrally formed at both ends in the length direction (a hook part for hooking the tip of the hacker), and an engagement hole into which the hacker is inserted is formed in the hook part In the engagement step of both the preparation step of preparing the tool, the placement step of winding the binding tool body of the prepared binding tool around the reinforcing bar intersection, and the binding hole of the binding tool arranged at the reinforcing bar intersection An insertion step of inserting the tip of the hacker, a twisting step of rotating the hacker to twist both ends of the binding tool body and the hook, and the hacker until the outer periphery of the engagement hole is cut. Rotated A cutting step that is those with. Since the outer periphery of the engagement hole is cut, it is possible to suppress the strength of the twisted portion from being reduced. The cutting step is performed, for example, so as to cut a planned cutting portion formed on the outer periphery of the engagement hole. The planned cutting portion can be formed at the outer end portion or the outer end in the length direction of the hook portion.

本発明によれば簡単かつ効率的に鉄筋を結束できる結束具及び結束方法を提供できる。また、結束具本体は細長い帯状体に形成されているので、結束時にずれにくい。   ADVANTAGE OF THE INVENTION According to this invention, the binding tool and the binding method which can bind a reinforcing bar simply and efficiently can be provided. Moreover, since the binding tool main body is formed in the elongate strip | belt shaped body, it is hard to shift | deviate at the time of binding.

本発明に係る結束具を示す正面図である。It is a front view which shows the binding tool which concerns on this invention. 本発明に係る結束具を示す斜視図である。It is a perspective view which shows the binding tool which concerns on this invention. 結束具を用いて鉄筋を結束する方法を説明する図であり、配置工程を示す図である。It is a figure explaining the method to bind a reinforcing bar using a binding tool, and is a figure which shows an arrangement | positioning process. 結束具を用いて鉄筋を結束する方法を説明する図であり、差し入れ工程を示す図である。It is a figure explaining the method of binding a reinforcing bar using a binding tool, and is a figure which shows an insertion process. 結束具を用いて鉄筋を結束する方法を説明する図であり、ねじり工程を示す図である。It is a figure explaining the method of binding a reinforcing bar using a binding tool, and is a figure which shows a twist process. 結束具を用いて鉄筋を結束する方法を説明する図であり、切断工程を示す図である。It is a figure explaining the method of binding a reinforcing bar using a binding tool, and is a figure which shows a cutting process. 別の構成の切断予定部を示す図である。It is a figure which shows the cutting plan part of another structure. 従来の結束具を用いて鉄筋を結束する方法を説明する図であり、結束具の配置状態を示す図である。It is a figure explaining the method of binding a reinforcing bar using the conventional binding tool, and is a figure which shows the arrangement | positioning state of a binding tool. 従来の結束具を用いて鉄筋を結束する方法を説明する図であり、結束具のループ内へのハッカーの差し入れ状態を示す図である。It is a figure explaining the method of binding a reinforcing bar using the conventional binding tool, and is a figure which shows the insertion state of the hacker in the loop of a binding tool. 従来の結束具を用いて鉄筋を結束する方法を説明する図であり、結束具の開放側をハッカーの先端部に引っ掛ける場合を示す図である。It is a figure explaining the method of binding a reinforcing bar using the conventional binding tool, and is a figure which shows the case where the open side of a binding tool is hooked on the front-end | tip part of a hacker. 従来の結束具を用いて鉄筋を結束する方法を説明する図であり、ハッカーの回転開始状態を示す図である。It is a figure explaining the method of binding a reinforcing bar using the conventional binding tool, and is a figure which shows the rotation start state of a hacker. 従来の結束具を用いて鉄筋を結束する方法を説明する図であり、結束具の締め上げが完了した状態を示す図である。It is a figure explaining the method of binding a reinforcing bar using the conventional binding tool, and is a figure which shows the state which tightening of the binding tool was completed. 従来の結束具による結束状態を示す図である。It is a figure which shows the binding state by the conventional binding tool.

以下、図面を参照して本発明の実施の形態を説明する。   Embodiments of the present invention will be described below with reference to the drawings.

まず、図1及び図2を参照して本発明に係る結束具の構成を説明する。   First, with reference to FIG.1 and FIG.2, the structure of the binding tool which concerns on this invention is demonstrated.

結束具1は、薄く細長い帯状の又はバンド状の結束具本体3と、この本体3の長さ方向両端に一体的に形成された円形又はほぼ円形の引掛け部5と、を有し、引掛け部5の径は本体3の幅よりも大きく形成されている。ここでは、例えば結束具1の全長を150mm、結束具本体3の幅を5mm、引掛け部5の外径を6.2mmとすることができる。引掛け部5の中央には係合孔7が開けられている。この係合孔7は、中心Oが引掛け部5の中心O´よりも外側に位置するように形成され、引掛け部5の長さ方向外端部又は外端の幅は狭く形成され(幅狭部)、容易に切断される切断予定部9として形成されている。切断予定部9は、ねじり作業を行う際に最初に切断されるように形成される。結束具1は金属製、より具体的には鉄製とすることができ、例えば、プレス成形により一体的に形成されている。   The binding tool 1 includes a thin, elongated band-shaped or band-shaped binding tool body 3 and circular or substantially circular hooks 5 integrally formed at both ends in the length direction of the main body 3. The diameter of the hanging portion 5 is formed larger than the width of the main body 3. Here, for example, the total length of the binding tool 1 can be 150 mm, the width of the binding tool main body 3 can be 5 mm, and the outer diameter of the hook portion 5 can be 6.2 mm. An engagement hole 7 is formed in the center of the hook portion 5. The engagement hole 7 is formed so that the center O is located outside the center O ′ of the hook portion 5, and the width of the outer end portion or the outer end in the length direction of the hook portion 5 is narrow ( The narrow portion) is formed as a planned cutting portion 9 that is easily cut. The scheduled cutting part 9 is formed so as to be cut first when performing a twisting operation. The binding tool 1 can be made of metal, more specifically, iron, and is integrally formed by press molding, for example.

次に図3乃至図6を参照し、結束具1を用いて鉄筋を結束する場合を説明する。   Next, with reference to FIG. 3 thru | or FIG. 6, the case where a reinforcing bar is bound using the binding tool 1 is demonstrated.

まず、結束具1の本体3を鉄筋Bの交差個所に巻くようにして配置する(図3)。具体的には結束具1を交差個所の下側に配置し、両方の引掛け部3が上側に位置するように結束具1を曲げる。次に結束具1の両方の引掛け部5の係合孔7にハッカーD(回転により結束具1をねじり合わせて締め上げるもの)の先端部を差し入れる(図4)。そしてハッカーDを回転させて本体3の端部及び引掛け部3同士をねじり合せる(図5)。ハッカーDの回転は両方の引掛け部5の切断予定部9が切断されるまで行なう。そして結束具1からハッカーDを外して結束作業を終了する(図5)。なお、切断予定部9は、図7(a)に示すように、引掛け部5の側方に形成してもよい。また、引掛け部5の外周にV字状の切り込み11を入れることにより切断予定部9を形成してもよい。ここでは係合孔7を引掛け部5と同心状に形成することができる。   First, the main body 3 of the binding tool 1 is arranged so as to be wound around the intersection of the reinforcing bars B (FIG. 3). Specifically, the binding tool 1 is disposed below the intersection, and the binding tool 1 is bent so that both hooks 3 are positioned on the upper side. Next, the tip of a hacker D (which twists and fastens the binding tool 1 by rotation) is inserted into the engagement holes 7 of both hooks 5 of the binding tool 1 (FIG. 4). Then, the hacker D is rotated to twist the end portions of the main body 3 and the hook portions 3 together (FIG. 5). The hacker D is rotated until the planned cutting portions 9 of both hooks 5 are cut. Then, the hacker D is removed from the binding tool 1 to finish the binding work (FIG. 5). In addition, you may form the cutting scheduled part 9 in the side of the hook part 5, as shown to Fig.7 (a). Further, the cutting scheduled portion 9 may be formed by making a V-shaped cut 11 on the outer periphery of the hook portion 5. Here, the engagement hole 7 can be formed concentrically with the hook portion 5.

本発明の結束具及び結束方法は建設工事で利用することができる。   The binding tool and the binding method of the present invention can be used in construction work.

1 結束具
3 結束具本体
5 引掛け部
7 係合孔
9 切断予定部
D ハッカー
DESCRIPTION OF SYMBOLS 1 Bundling tool 3 Bundling tool main body 5 Hook part 7 Engagement hole 9 Cut scheduled part D Hacker

Claims (5)

鉄筋コンクリート構造に用いる鉄筋の結束具であって、
帯状の細長い金属製の結束具本体と、
この結束具本体の長さ方向両端に一体的に形成された引掛け部と、を備え、
前記引掛け部にはハッカーを差し入れる係合孔が形成され、この係合孔の外周には切断予定部が形成されている、ことを特徴とする結束具。
Reinforcing bar binding tool used for reinforced concrete structure,
A band-shaped elongated metal binding tool body;
A hook part integrally formed at both ends in the length direction of the binding tool body,
An engagement hole into which a hacker is inserted is formed in the hook portion, and a cutting scheduled portion is formed on the outer periphery of the engagement hole.
前記切断予定部は、前記係合孔の外周に形成された幅狭部である、ことを特徴とする請求項1記載の結束具。   The binding tool according to claim 1, wherein the scheduled cutting portion is a narrow portion formed on an outer periphery of the engagement hole. 前記幅狭部は、前記引掛け部の中心に対して前記係合孔の中心をずらすことにより形成されている、ことを特徴とする請求項2記載の結束具。   The binding device according to claim 2, wherein the narrow portion is formed by shifting a center of the engagement hole with respect to a center of the hook portion. 鉄筋コンクリート構造に用いる鉄筋の結束方法であって、
帯状の細長い金属製の結束具本体と、この結束具本体の長さ方向両端に一体的に形成された引掛け部と、を備え、前記引掛け部にハッカーを差し入れる係合孔が形成された結束具を準備する準備工程と、
準備した前記結束具の結束具本体を鉄筋の交差個所に巻くように配置する配置工程と、
前記鉄筋の交差個所に配置した前記結束具の両方の前記係合孔にハッカーの先端部を差し入れる差し入れ工程と、
前記ハッカーを回転させて前記結束具本体の両端部及び前記引掛け部をねじり合わせるねじり工程と、
前記係合孔の外周が切断されるまで前記ハッカーを回転させる切断工程と、を備えたことを特徴とする結束方法。
A method for binding reinforcing bars used in a reinforced concrete structure,
A band-like elongated metal binding tool body and a hook part integrally formed at both ends in the length direction of the binding tool body, and an engagement hole for inserting a hacker is formed in the hook part. A preparation process for preparing a binding tool,
An arrangement step of arranging the binding tool main body of the prepared binding tool so as to be wound around a crossing point of a reinforcing bar,
An insertion step of inserting a tip of a hacker into both engagement holes of the binding tool arranged at the intersection of the reinforcing bars;
A twisting process in which the hacker is rotated to twist both ends of the binding tool body and the hook part; and
And a cutting step of rotating the hacker until the outer periphery of the engagement hole is cut.
前記切断工程は、前記係合孔の外周に形成された切断予定部を切断するように行われる、ことを特徴とする請求項4記載の結束方法。   The binding method according to claim 4, wherein the cutting step is performed so as to cut a scheduled cutting portion formed on an outer periphery of the engagement hole.
JP2015180190A 2015-09-11 2015-09-11 Binding tool and binding method Pending JP2017053197A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015180190A JP2017053197A (en) 2015-09-11 2015-09-11 Binding tool and binding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015180190A JP2017053197A (en) 2015-09-11 2015-09-11 Binding tool and binding method

Publications (1)

Publication Number Publication Date
JP2017053197A true JP2017053197A (en) 2017-03-16

Family

ID=58320571

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015180190A Pending JP2017053197A (en) 2015-09-11 2015-09-11 Binding tool and binding method

Country Status (1)

Country Link
JP (1) JP2017053197A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107630561A (en) * 2017-10-18 2018-01-26 中建科技(北京)有限公司 A kind of multi-functional bar tied hook and method for binding reinforcing steel bars

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107630561A (en) * 2017-10-18 2018-01-26 中建科技(北京)有限公司 A kind of multi-functional bar tied hook and method for binding reinforcing steel bars

Similar Documents

Publication Publication Date Title
EP2058452B1 (en) Method for fastening reinforcement steel bars
JP2017053197A (en) Binding tool and binding method
US10280621B2 (en) Method of tying a rebar tie
JP3200075U (en) Rebar fixing bracket and fixing structure
JP2009180010A (en) Method and device for binding reinforcement
KR102371672B1 (en) Rebar binding clip
JP6224336B2 (en) Rebar tie
JP3188340U7 (en)
JP2020143454A (en) Reinforcement binding tool
JP3188340U (en) Rebar fixing bracket and fixing structure
JP2012041808A (en) Clip for temporarily clamping reinforcing bar of reinforced concrete
JP3220428U (en) Rebar fixing bracket and fixing structure
JPS5931846Y2 (en) Rebar binding wire
KR20150032953A (en) Ling of Bar bind clip
US20190194960A1 (en) Pre-braided tie wire
JP3200303U (en) Binding tool and binding tool
JP3204746U (en) Unity tucker
JP2004232373A (en) Reinforcement binder
KR20040028859A (en) tongs staple for ribar tie
KR20130006949U (en) Binding wire for iron reinforcing rod
KR100257928B1 (en) Method for manufacturing a reinforcing bar assembly
KR200359783Y1 (en) Tie Wire
US10106984B2 (en) Tool free rebar tie
KR100654953B1 (en) Latticed wire mesh
JP2013133701A (en) Binding wire for reinforcement work