JPH0366858A - Reinforcement arranging method and tying tool - Google Patents

Reinforcement arranging method and tying tool

Info

Publication number
JPH0366858A
JPH0366858A JP20276689A JP20276689A JPH0366858A JP H0366858 A JPH0366858 A JP H0366858A JP 20276689 A JP20276689 A JP 20276689A JP 20276689 A JP20276689 A JP 20276689A JP H0366858 A JPH0366858 A JP H0366858A
Authority
JP
Japan
Prior art keywords
main body
reinforcing bars
binding
intersections
auxiliary member
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.)
Granted
Application number
JP20276689A
Other languages
Japanese (ja)
Other versions
JPH0759840B2 (en
Inventor
Masahiro Miura
正弘 三浦
Kenichi Takemura
竹村 健一
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP20276689A priority Critical patent/JPH0759840B2/en
Publication of JPH0366858A publication Critical patent/JPH0366858A/en
Publication of JPH0759840B2 publication Critical patent/JPH0759840B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To enhance the operating efficiency by arranging a plurality of mild steel bars in intersecting form, and binding this intersection by a coupling tool consisting of a body having a bent part and an aux. member. CONSTITUTION:Mild steel bars A, B are arranged so as to intersect approx. orthogonally in advance, and this intersection is bound by a coupling tool C consisting of a body 1 and an aux. member 10. This body 1 of coupling tool C is formed from No.1 part 2 and No.2 part 3, wherein the No.1 part 2 is provided with a curvature 4 for filling of the mild steel bar B while the No.2 part is furnished with a curvature 5 for fitting of the mild steel bar A. These curvatures 4, 5 are placed on the mild steel bars B, A, and the aux. member 10 is put in contact, and a flange 7 on the body 1 and the aux. member 10 are welded together at a point 11. This permits automatic location where binding shall be made.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、鉄筋の配筋方法及び略直交状に重ね合せて配
筋される鉄筋の交差部を結束する鉄筋結合具に関するも
ので、更にはスラブ上筋用のスペーサも立設することの
できる結合具に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a reinforcing bar arrangement method and a reinforcing bar connector for binding intersections of reinforcing bars laid out in a substantially orthogonal manner, and further relates to relates to a coupling tool that can also erect spacers for slab reinforcements.

[従来の技術] 鉄筋コンクリート構造物は、周知のように、コンクリー
ト打設に先だって、鉄筋を略直交状に重ねて網目状に配
筋し、そして重ね合された交差部をコンクリート打設時
に配筋が乱れないようにするため結束している。このよ
うな結束は、一般に針金を使用して、1箇所づつ順次結
束位置を決めながら実施されている。
[Prior Art] As is well known, in reinforced concrete structures, prior to concrete pouring, reinforcing bars are laid out in a mesh pattern by overlapping them in a substantially orthogonal manner, and the overlapped intersections are laid out during concrete pouring. It is tied together to prevent it from getting disturbed. Such binding is generally carried out by using wire and sequentially determining the binding position one by one.

[発明が解決しようとする課題] ところで、上記ような針金による結束は作業性が悪く、
また熟練も要し、建設費のコストアップになっている。
[Problem to be solved by the invention] By the way, the above-mentioned binding using wire has poor workability;
It also requires skill, which increases construction costs.

更には従来は結束位置を決めながら配筋してるので一層
作業効率が低下している。
Furthermore, in the past, reinforcement was arranged while determining the bundling position, further reducing work efficiency.

また、結束に供された針金はただ埋め殺しされるだけで
、利用性に乏しく、例えば本出願人によって提案されて
いる実願平1−8246号に記載されているようなスラ
ブ上筋用のスペーサを取付けることはできない。
In addition, the wire used for binding is simply buried and has poor usability. Spacers cannot be installed.

本発明は、上記したような従来の欠点を解消した鉄筋の
配筋方法及び鉄筋結合具を提供することを目的としてい
る。更に具体的に言えば、配筋時の結束作業が容易で確
実であると共に、結束位置を治具など使用しなくても正
確に決めながら配筋できる配筋方法を提供することを目
的としている。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for arranging reinforcing bars and a reinforcing bar coupler that eliminate the above-mentioned conventional drawbacks. More specifically, the objective is to provide a reinforcement arrangement method that allows for easy and reliable tying work when arranging reinforcement, and also enables the tying position to be accurately determined and arranged without using a jig or the like. .

また他の発明は、上記方法発明が確実に実施できる鉄筋
結合具を提供することを目的としている。
Another object of the invention is to provide a reinforcing bar coupler that can reliably carry out the method invention described above.

[課題を解決するための手段] 本発明によれば、複数本の鉄筋を交差状に配置し、その
交差部を結束して配筋するに当り、結束具として本体と
該本体と協働する補助部材とから成り、本体は交差する
鉄筋のそれぞれに嵌まる湾曲部を有し、かつ間隔材によ
り所定間隔に連結されている結合具を使用し、結束する
鉄筋の交差部の位置を、前記本体の間隔材で位置決めし
、次いで該本体前記補助部材を溶接して結束する。
[Means for Solving the Problems] According to the present invention, when arranging a plurality of reinforcing bars in an intersecting manner and arranging the reinforcing bars by tying the intersections together, a main body is used as a binding tool to cooperate with the main body. The main body has a curved part that fits each of the intersecting reinforcing bars, and is connected at predetermined intervals by spacing members. The main body is positioned using a spacer, and then the auxiliary members of the main body are welded and bound together.

又本発明によれば、略直交状に重ね合せた状態で配筋さ
れる鉄筋の交差部を結束する結合具は、本体と、該本体
と協働する補助部材とからなり、前記本体は交差する鉄
筋のそれぞれに嵌まる湾曲部を有し、かつ間隔材により
所定間隔に相互に連結されていると共に、該本体に前記
補助部材が溶接される。
Further, according to the present invention, a coupling device for binding the intersections of reinforcing bars arranged in a substantially orthogonal overlapping state is composed of a main body and an auxiliary member that cooperates with the main body, and the main body is The auxiliary member is welded to the main body, and the auxiliary member is welded to the main body.

[作用コ したがって、複数本の鉄筋が交差状に配置されている鉄
筋を配筋するときは、まず初めに適当な位置にある鉄筋
の交差部を結合具を使用して結束する。結束は、本体の
湾曲部を交差状に配置されているそれぞれの鉄筋に嵌め
、そしてこの本体に補助部材を当て、両者を溶接により
一体化する。
[Operations] Therefore, when arranging reinforcing bars in which a plurality of reinforcing bars are arranged in an intersecting manner, first tie the intersections of the reinforcing bars at appropriate positions using a coupler. For binding, the curved portions of the main body are fitted to the respective reinforcing bars arranged in a crosswise pattern, an auxiliary member is applied to the main body, and the two are integrated by welding.

そうすると結束が完了する。次の結束する交差部の位置
は、本体に間隔材がついてるので、この間隔材で位置決
めし、同様に結束する。以下順次位置決めしながら結束
する。また必要に応じて結束が終った本体の上面に、ス
ラブ上筋用のスペーサを溶接により取付ける。
This will complete the binding. Since there is a spacing material attached to the main body, use this spacing material to determine the position of the next intersection to be bound, and then bind in the same way. After that, the pieces are tied while positioning them in sequence. Also, if necessary, spacers for slab reinforcement are attached by welding to the top surface of the main body after binding.

[実施例] 以下、本発明の実施例について説明する。第1図および
第2図は、第1実施例を示す図であるが、同図を参照す
ると鉄筋結合具Cは、ボード状部材から構成されている
。すなわち、鉄筋A、Bは予め略直交状に交差するよう
に配置されている。そしてこの交差部が結合具Cで結束
されるがこの結合具は本体1と補助部材10とから成っ
ている。
[Examples] Examples of the present invention will be described below. 1 and 2 are diagrams showing the first embodiment, and referring to the figures, the reinforcing bar coupler C is composed of a board-like member. That is, the reinforcing bars A and B are arranged in advance so as to intersect in a substantially orthogonal manner. This intersection is bound by a coupling tool C, which consists of a main body 1 and an auxiliary member 10.

本体上は、第1部分2と第2部分3とから成り、第1部
分には鉄筋Bに嵌まる湾曲部4をまた第2部分には鉄筋
Aに嵌まる湾曲部5を有する。鉄筋ASBは交差状に重
ね合わされているので、これらの湾曲部4.5もその軸
心が直交するように形成されていると共に、鉄筋の径に
相当する大きさの段差を有し、また所定の間隔をおいて
これらの湾曲部は形成されている。本体lは、一般にプ
レス加工などによって形成され、板厚もそれ程太きくは
ないので、湾曲部4.5の段差は結束作業時につけるこ
ともできる。
The main body consists of a first part 2 and a second part 3, the first part has a curved part 4 that fits into the reinforcing bar B, and the second part has a curved part 5 which fits into the reinforcing bar A. Since the reinforcing bars ASB are overlapped in a crosswise manner, these curved parts 4.5 are also formed so that their axes are perpendicular to each other, have a step corresponding to the diameter of the reinforcing bars, and have a predetermined height. These curved portions are formed at intervals of . The main body 1 is generally formed by press working or the like, and the plate thickness is not so thick, so that the step of the curved portion 4.5 can be added during the bundling operation.

本体1には間隔材6が、一体内に設けられるが、第I部
分2には、湾曲部4に直角に、そして第2部分3には湾
曲部5の軸方向に設けられ、これらは所定間隔になるよ
うに結合されている。
A spacing member 6 is integrally provided in the main body 1, is provided in the first part 2 at right angles to the curved part 4, and in the second part 3 in the axial direction of the curved part 5, which are arranged in a predetermined direction. They are joined so that they are at intervals.

次に上記結合具Cを使用した配筋方法について述べる。Next, a reinforcement method using the above-mentioned coupler C will be described.

例えばまず第1図に示される(イ)の交差部を結束する
。結束は本体1のそれぞれの湾曲部4.5が鉄筋B、A
のそれぞれに嵌まるように載せ、そして補助部材10を
鉄筋Aの下側から当て、本体1のフランジ部7と補助部
材10とを点11.11で溶接する。これにより結束は
完了する。
For example, first, the intersections (A) shown in FIG. 1 are tied together. For binding, each curved part 4.5 of the main body 1 is connected to reinforcing bars B and A.
Then, the auxiliary member 10 is applied from below to the reinforcing bar A, and the flange portion 7 of the main body 1 and the auxiliary member 10 are welded at points 11 and 11. This completes the binding.

交差部(ロ)の結束も同様にして実施できるが、その交
差部の位置決めは、本体に一体的に設けられている間隔
材6により行う。すなわち間隔材がはった状態になるよ
うに鉄筋Bを移動させる。これにより交差部の位置が決
まるので、同様にして結束する。以下順次交差部を結束
して配筋を終る。
Binding at the intersection (b) can be performed in the same manner, but the positioning of the intersection is performed by the spacing member 6 integrally provided on the main body. That is, the reinforcing bars B are moved so that the spacing members are in a stretched state. This determines the location of the intersection, so tie it up in the same way. After that, the intersections are sequentially tied together to complete the reinforcement arrangement.

第3図および第4図には、本発明の第2の実施例が示さ
れている。本実施例によると間隔材7が更に追加され、
縦と横方向の交差部の位置が決められるようになってい
る。すなわち本体1の第1部分2において湾曲部4の軸
方向にも間隔材7が設けられ、本体工は網目状に相互に
連結されている。
A second embodiment of the invention is shown in FIGS. 3 and 4. According to this embodiment, the spacing member 7 is further added,
The position of the intersection in the vertical and horizontal directions can be determined. That is, in the first portion 2 of the main body 1, a spacing member 7 is also provided in the axial direction of the curved portion 4, and the main body parts are interconnected in a mesh-like manner.

本実施例によっても、前述した実施例と同様にして結束
配筋できるが、本実施例によると縦横両方向の結束位置
の位置決めができるという効果が得られる。
In this embodiment as well, binding reinforcement can be arranged in the same manner as in the above-mentioned embodiment, but according to this embodiment, the effect that the binding position can be determined both in the vertical and horizontal directions can be obtained.

[発明の効果コ 本発明によると、結合具が本体と補助部材とから構成さ
れ、そして本体には鉄筋に嵌まる湾曲部が形成されてい
るので、本体を鉄筋に載せ、そして補助部材を当てて溶
接するだけで結束ができる。
[Effects of the Invention] According to the present invention, the coupling device is composed of a main body and an auxiliary member, and the main body has a curved portion that fits into the reinforcing bars, so that the main body is placed on the reinforcing bars and the auxiliary member is applied. It can be bundled just by welding.

すなわち熟練を要することなく結束作業ができ、作業現
場での作業効率が向上する。そして、特に本発明による
と、本体には間隔材が一体的に形成されているので、結
束する位置が自動的に決まり、配筋が片寄るようなこと
がなく、全体としてバランスの採れた配筋ができる。
In other words, the bundling work can be done without requiring any skill, and work efficiency at the work site is improved. In particular, according to the present invention, since the spacing members are integrally formed in the main body, the binding position is automatically determined, the reinforcement is not lopsided, and the reinforcement is balanced as a whole. I can do it.

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

図面は本発明の実施例を示し、第1図は第1実施例の斜
視図、第2図は第1図中の(イ)部分の拡大図、第3図
は第2実施例を示す斜視図、第4図は第3図の(イ)部
分の拡大斜視図である。 1・・・結合具  4.5・・・湾曲部  6.7・・
・間隔材  10・・・補助部材  AlB・・・鉄筋
The drawings show embodiments of the present invention; FIG. 1 is a perspective view of the first embodiment, FIG. 2 is an enlarged view of the part (A) in FIG. 1, and FIG. 3 is a perspective view of the second embodiment. 4 is an enlarged perspective view of the part (A) in FIG. 3. 1... Connector 4.5... Curved part 6.7...
・Spacer 10...Auxiliary member AlB...Reinforcing bar

Claims (2)

【特許請求の範囲】[Claims] (1)複数本の鉄筋を交差状に配置し、その交差部を結
束して配筋するに当り、結束具として本体と該本体と協
働する補助部材とから成り、本体は交差する鉄筋のそれ
ぞれに嵌まる湾曲部を有し、かつ間隔材により所定間隔
に連結されている結合具を使用し、結束する鉄筋の交差
部の位置を、前記本体の間隔材で位置決めし、次いで該
本体前記補助部材を溶接して結束することを特徴とする
鉄筋の配筋方法。
(1) When arranging multiple reinforcing bars in an intersecting manner and tying and arranging the intersections, the binding tool consists of a main body and an auxiliary member that cooperates with the main body. Using connectors that have curved parts that fit into the respective parts and are connected at predetermined intervals by spacers, the intersections of the reinforcing bars to be bound are positioned using the spacers of the main body, and then the main body A reinforcing bar arrangement method characterized by welding and binding auxiliary members.
(2)略直交状に重ね合せた状態で配筋される鉄筋の交
差部を結束する結合具は、本体と、該本体と協働する補
助部材とからなり、前記本体は交差する鉄筋のそれぞれ
に嵌まる湾曲部を有し、かつ間隔材により所定間隔に相
互に連結されていると共に、該本体に前記補助部材が溶
接されることによって前記鉄筋が結束されることを特徴
とする鉄筋結合具。
(2) A coupling device that ties together the intersections of reinforcing bars arranged in a substantially orthogonal overlapping state consists of a main body and an auxiliary member that cooperates with the main body, and the main body connects each of the intersecting reinforcing bars. A reinforcing bar coupler having a curved portion that fits into the main body, the reinforcing bars being connected to each other at predetermined intervals by spacing members, and the reinforcing bars being bound by welding the auxiliary member to the main body. .
JP20276689A 1989-08-07 1989-08-07 Reinforcing bar arrangement method and reinforcing bar coupling tool Expired - Lifetime JPH0759840B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20276689A JPH0759840B2 (en) 1989-08-07 1989-08-07 Reinforcing bar arrangement method and reinforcing bar coupling tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20276689A JPH0759840B2 (en) 1989-08-07 1989-08-07 Reinforcing bar arrangement method and reinforcing bar coupling tool

Publications (2)

Publication Number Publication Date
JPH0366858A true JPH0366858A (en) 1991-03-22
JPH0759840B2 JPH0759840B2 (en) 1995-06-28

Family

ID=16462818

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20276689A Expired - Lifetime JPH0759840B2 (en) 1989-08-07 1989-08-07 Reinforcing bar arrangement method and reinforcing bar coupling tool

Country Status (1)

Country Link
JP (1) JPH0759840B2 (en)

Also Published As

Publication number Publication date
JPH0759840B2 (en) 1995-06-28

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