JP2779790B2 - Manufacturing method of X-shaped assembled rebar - Google Patents

Manufacturing method of X-shaped assembled rebar

Info

Publication number
JP2779790B2
JP2779790B2 JP4032555A JP3255592A JP2779790B2 JP 2779790 B2 JP2779790 B2 JP 2779790B2 JP 4032555 A JP4032555 A JP 4032555A JP 3255592 A JP3255592 A JP 3255592A JP 2779790 B2 JP2779790 B2 JP 2779790B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
ring
outside
shaped
manufacturing
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.)
Expired - Fee Related
Application number
JP4032555A
Other languages
Japanese (ja)
Other versions
JPH05295855A (en
Inventor
孝之 福嶋
延一 小梶
浅夫 山本
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.)
HASEKO KOOHOREESHON KK
SHINGIJUTSU JIGYODAN
Original Assignee
HASEKO KOOHOREESHON KK
SHINGIJUTSU JIGYODAN
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 HASEKO KOOHOREESHON KK, SHINGIJUTSU JIGYODAN filed Critical HASEKO KOOHOREESHON KK
Priority to JP4032555A priority Critical patent/JP2779790B2/en
Publication of JPH05295855A publication Critical patent/JPH05295855A/en
Application granted granted Critical
Publication of JP2779790B2 publication Critical patent/JP2779790B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

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、X形組立鉄筋の製造方
法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing an X-shaped rebar.

【0002】[0002]

【従来の技術】一対のリングプレートの内側に両端側を
固定した内側鉄筋と前記リングプレートの外側に両端側
を固定した外側鉄筋とでX形配筋を構成したX形組立鉄
筋は、リングプレートの外側にのみ鉄筋を固定したX形
組立鉄筋と比べると、鉄筋本数を多くして多方向のX形
配筋を構成する際にも鉄筋同士の当接(干渉)を防止で
きるという利点を有している反面、リングプレートの内
側と外側に鉄筋を固定するため、製造が非常に面倒であ
り、手作業による製造を強いられていた。即ち、一対の
リングプレートに所定本数の内側鉄筋を挿入して、それ
らの両端側をリングプレートの内側に溶接等で固定し、
しかる後、前記リングプレートの外側に外側鉄筋の両端
側を溶接等で固定するといった複雑な製造手順となり、
製造の自動化が困難とされていたのである。そこで、本
発明者は、内側鉄筋を保持する小径部と外側鉄筋を保持
する大径部とからなる段差付きのドラムを用いたX形組
立鉄筋の製造方法を開発し、特開平1−215422号
として既に提案している。 この製造方法は、回転軸芯を
同じくし且つ回転軸芯方向へ相対移動可能に構成された
一対の回転体の各々を、内側鉄筋を保持する小径部と外
側鉄筋を保持する大径部とからなる段差付きドラムで構
成し、段差付きドラムの小径部の外周には、内側鉄筋の
端部が嵌まり込む必要個数の凹部を一定間隔おきに形成
し、大径部の外周には、外側鉄筋の端部が嵌まり込む同
数の凹部を一定間隔おきに形成すると共に、小径部の凹
部と連続した凹部(これは、小径部の凹部に内側鉄筋の
端部を嵌め込む際、大径部が障害にならないようにする
ための凹部である。)を形成しておき、両側の段差付き
ドラムにおける小径部に必要本数の内側鉄筋の両端側を
前記凹部に嵌め込んだ状態に保持させ、この状態で、内
側鉄筋群の外側に一対のリングプレートを固定し、次
に、両側の段差付きドラムにおける大径部に同本数の外
側鉄筋の両端側を前記凹部に嵌め込んだ状態に保持させ
ると共に、この状態で外側鉄筋の両端側をリングプレー
トの外側に固定し、しかる後、ドラム間隔を拡大して、
X形組立鉄筋の両端部を段差付きドラムから取り外す方
法である。 従って、この製造方法によれば、小径部の外
側に内側鉄筋を保持させ、その外 側にリングプレートを
固定し、大径部の外側に外側鉄筋を保持させてリングプ
レートの外側に固定するといったように、常に外側から
の作業となり、一対のリングプレートの内側に内側鉄筋
の両端側を挿入するという面倒な工程がないので、X形
組立鉄筋を容易に製造することができる。 しかしなが
ら、この製造方法では、製造装置の構成部材である回転
体として、外周に鉄筋本数に対応する数の凹部が形成さ
れた段差付きドラムを使用しているため、例えば、内側
鉄筋と外側鉄筋を6本ずつとしたX形組立鉄筋と、内側
鉄筋と外側鉄筋を8本ずつとしたX形組立鉄筋を製造す
る場合のように、組み立てる鉄筋の本数を変える場合、
凹部の数およびピッチが異なる段差付きドラムと交換す
る必要があり、コストが非常に高く付いた。
2. Description of the Related Art An X-shaped assembled reinforcing bar comprising an inner reinforcing bar having both ends fixed to the inside of a pair of ring plates and an outer reinforcing bar having both ends fixed to the outside of the ring plate is a ring plate. Compared with the X-shaped rebar in which the rebar is fixed only on the outside of the steel bar, there is an advantage that the abutment (interference) between the rebars can be prevented even when the number of rebars is increased and a multi-directional X-shaped rebar is configured. On the other hand, the production was very troublesome because the reinforcing steel was fixed to the inside and outside of the ring plate, and the production by hand was forced. That is, a predetermined number of inner reinforcing bars are inserted into a pair of ring plates, and both ends thereof are fixed to the inside of the ring plate by welding or the like,
Thereafter, a complicated manufacturing procedure of fixing both ends of the outer reinforcing bar to the outside of the ring plate by welding or the like,
It was difficult to automate production. So the book
The inventor holds the small diameter part that holds the inner reinforcing bar and the outer reinforcing bar
-Shaped set using a stepped drum consisting of a large diameter part
A method for manufacturing a standing rebar has been developed and disclosed in Japanese Patent Application Laid-Open No. Hei.
As already proposed. This manufacturing method is based on
Same and relatively movable in the direction of the axis of rotation
Each of the pair of rotating bodies is separated from the small diameter part holding the inner
It is composed of a stepped drum consisting of a large diameter
Around the small diameter part of the stepped drum
The required number of recesses into which the ends fit are formed at regular intervals
However, the end of the outer reinforcing bar fits around the outer periphery of the large diameter portion.
Number of recesses are formed at regular intervals, and
Concave part (this is the concave part of the small diameter part
When fitting the end, make sure that the large diameter part does not interfere
Recess. ), With steps on both sides
At both ends of the required number of inner rebars for the small diameter part of the drum
It is held in a state fitted in the recess, and in this state,
Fix a pair of ring plates to the outside of the side reinforcing
In addition, the same number of
Hold both ends of the side reinforcing bars in the recesses.
In this state, both ends of the outer rebar are ring-played.
And then expand the drum spacing,
For removing both ends of the X-shaped assembling rebar from the stepped drum
Is the law. Therefore, according to this manufacturing method, outside the small diameter portion
To hold the inner rebar on the side, a ring plate on the outer side
Secure the outer reinforcement to the outside of the large diameter
Always from outside, like fixing outside the rate
Work, inside the pair of ring plates inside rebar
Since there is no troublesome process of inserting both ends of the
The assembled rebar can be easily manufactured. However
In this manufacturing method, the rotary member, which is a component of the manufacturing apparatus,
The number of recesses corresponding to the number of reinforcing bars is formed on the outer circumference as a body.
Using a stepped drum
X-shaped assembled rebar with 6 rebars and 6 outer rebars, and inner
Manufactures X-shaped assembled rebar with eight rebars and eight outer rebars
When changing the number of rebars to be assembled as in the case of
Replace with a stepped drum with a different number of recesses and pitch.
And cost was very high.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上記の点に
留意してなされたもので、その目的とするところは、リ
ングプレートの内側と外側に鉄筋を固定したX形組立鉄
筋を容易に、しかも、低コストで製造できる製造方法を
提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the above points, and an object of the present invention is to easily provide an X-shaped assembled rebar in which rebars are fixed inside and outside a ring plate. Another object of the present invention is to provide a manufacturing method which can be manufactured at low cost .

【0004】[0004]

【課題を解決するための手段】上記の課題を解決するた
めに、本発明が講じた技術的手段は、次の通りである。
即ち、本発明によるX形組立鉄筋の製造方法は、一対の
リングプレートの内側に両端側を固定した内側鉄筋と前
記リングプレートの外側に両端側を固定した外側鉄筋と
でX形配筋を構成したX形組立鉄筋を製造するにあた
り、回転軸芯を同じくし且つ回転軸芯方向へ相対移動可
能に構成された一対の回転体に夫々外周に凹凸のない円
形をなす補助リングを支持させ、前記補助リングの外側
に内側鉄筋の両端側を仮固定し、しかる後、内側鉄筋群
の外側にリングプレートを固定し、当該リングプレート
の外側に外側鉄筋の両端側を固定することを特徴として
いる。
The technical measures taken by the present invention to solve the above-mentioned problems are as follows.
That is, in the method of manufacturing an X-shaped assembled reinforcing bar according to the present invention, an X-shaped reinforcing bar is constituted by an inner reinforcing bar having both ends fixed inside a pair of ring plates and an outer reinforcing bar having both ends fixed outside the ring plate. In manufacturing the X-shaped assembled reinforcing bar, a pair of rotating bodies having the same rotation axis and being configured to be relatively movable in the direction of the rotation axis have no irregularities on the outer circumference.
Support the auxiliary ring in a form, temporarily fix both ends of the inner reinforcing bar outside the auxiliary ring, and then fix the ring plate to the outside of the inner reinforcing bar group, and fix both ends of the outer reinforcing bar outside the ring plate. It is characterized in that the side is fixed.

【0005】[0005]

【作用】上記の構成によれば、補助リングの外側に内側
鉄筋を仮固定し、その外側にリングプレートを套嵌して
固定し、リングプレートの外側に外側鉄筋を固定すると
いったように、常に外側からの作業となり、一対のリン
グプレートの内側に内側鉄筋の両端側を挿入するという
面倒な工程がないので、X形組立鉄筋を容易に製造する
ことができる。補助リングは、製造装置の構成部材であ
る回転体(回転軸芯を同じくし且つ回転軸芯方向へ相対
移動可能に構成された一対の回転体)とは、別体に製作
され、回転体に支持させて使用するものであって、しか
も、外周に凹凸のない円形をなしている。従って、補助
リングおよび回転体は、組み立てる鉄筋の本数にかかわ
りなく使用でき、組み立てる鉄筋の本数を変えても補助
リングや回転体を交換する必要がなく、X形組立鉄筋を
低コストで製造できる。
According to the above construction, the inner reinforcing bar is temporarily fixed to the outside of the auxiliary ring, the ring plate is fixed to the outer side of the auxiliary ring, and the outer reinforcing bar is fixed to the outside of the ring plate. Since the operation is performed from the outside and there is no troublesome process of inserting both ends of the inner reinforcing bar inside the pair of ring plates, the X-shaped assembled reinforcing bar can be easily manufactured. The auxiliary ring is a component of the manufacturing equipment.
Rotating body (with the same rotation axis and relative to the rotation axis direction)
Manufactured separately from a pair of rotators that are configured to be movable
Is used by supporting it on a rotating body.
Also have a circular shape with no irregularities on the outer periphery. Therefore, auxiliary
The number of rings and rotating bodies depends on the number of rebars to be assembled.
It can be used easily and can be used even if the number of rebars to be assembled is changed
There is no need to replace rings and rotating bodies, and X-shaped
Can be manufactured at low cost.

【0006】[0006]

【実施例】図1は本発明の一実施例を示す。この実施例
は、一対のリングプレート1,1の内側に両端側を固定
した内側鉄筋2と前記リングプレート1,1の外側に両
端側を固定した外側鉄筋3とでX形配筋を構成し、さら
に、帯鉄筋4、平行主筋5および平行主筋5の帯鉄筋6
を配筋した柱用のX形組立鉄筋Aを、次の工程よりなる
方法によって製造する点に特徴がある。
FIG. 1 shows an embodiment of the present invention. In this embodiment, an X-shaped reinforcing bar is constituted by an inner reinforcing bar 2 having both ends fixed inside a pair of ring plates 1, 1 and an outer reinforcing bar 3 having both ends fixed outside the ring plates 1, 1. Further, the band reinforcing bar 4, the parallel main bar 5 and the band reinforcing bar 6 of the parallel main bar 5.
The method is characterized in that the X-shaped assembled reinforcing bar A for a column having the reinforcing bar is manufactured by a method including the following steps.

【0007】鉄筋の切断工程 直線状の鉄筋を所定長さに切断する。 鉄筋曲げ加工の工程 先の工程で得た鉄筋を、その両端側が互いに平行で中間
部が両端部に対して所定角度で傾斜した斜め筋となる状
態に折り曲げ加工し、必要本数の内側鉄筋2および外側
鉄筋3を製作しておく。
[0007] Step of cutting the reinforcing bar [0007] A linear reinforcing bar is cut to a predetermined length. Step of Rebar Bending The rebar obtained in the previous step is bent into a state in which both ends are parallel to each other and the middle part is an oblique line inclined at a predetermined angle with respect to both ends, and the required number of inner rebars 2 and The outer reinforcing bar 3 is manufactured.

【0008】内側鉄筋仮固定の工程 回転軸芯Pを同じくし且つ回転軸芯方向Pへ相対移動可
能に構成された一対の回転体(図示せず)に夫々筒状の
補助リング7,7を支持させ、当該補助リング7,7に
対して内側鉄筋2を供給し、その両端側を補助リング
7,7の外側に仮固定する。そして、内側鉄筋2を1本
仮固定するたびに、前記回転体を介して、補助リング
7,7を同一方向に所定角度ずつ回転させる。補助リン
グ7,7の材質は、鋼板製でもよく、合成樹脂製でもよ
い。仮固定の手段は、点溶接、接着剤による接着等、補
助リング7,7の材質に応じて適宜選択できる。
Step of Temporarily Fixing Inner Reinforcing Bar Each of cylindrical auxiliary rings 7, 7 is attached to a pair of rotating bodies (not shown) having the same rotation axis P and being relatively movable in the rotation axis direction P. The auxiliary ring 7 is supplied with the inner rebar 2, and both ends thereof are temporarily fixed to the outside of the auxiliary ring 7. Each time one inner reinforcing bar 2 is temporarily fixed, the auxiliary rings 7, 7 are rotated by a predetermined angle in the same direction via the rotating body. The material of the auxiliary rings 7, 7 may be a steel plate or a synthetic resin. The means for temporary fixing can be appropriately selected according to the material of the auxiliary rings 7, 7 such as spot welding and bonding with an adhesive.

【0009】リングプレートの巻き付け工程 補助リング7,7の外側に仮固定した内側鉄筋2群の外
側にリングプレート1,1を套嵌する。リングプレート
1,1は、予め、リング状に形成された鋼板を用いても
よいが、内径を拡大又は縮小できるように周方向の一部
が切れた形状(略C字状)の鋼板を使用し、弾性復元力
に抗して拡径変形させた状態で内側鉄筋2群の外側に套
嵌させるか、あるいは、フラットな帯状鋼板を内側鉄筋
2群の外側に巻き付けてリング状に塑性変形させるよう
にすることが、套嵌作業を容易にする上で望ましい。
Ring Plate Winding Step The ring plates 1, 1 are fitted over the outside of the group of inner reinforcing bars 2 temporarily fixed to the outside of the auxiliary rings 7, 7. As the ring plates 1 and 1, a steel plate formed in a ring shape in advance may be used, but a steel plate with a part cut in a circumferential direction (substantially C-shaped) so that the inner diameter can be enlarged or reduced is used. Then, in a state where the diameter is expanded and deformed against the elastic restoring force, the outer reinforcing member is fitted over the outer side of the inner rebar 2 group, or a flat steel plate is wound around the outer side of the inner rebar 2 and plastically deformed into a ring shape. This is desirable for facilitating the cladding operation.

【0010】内側鉄筋の溶接工程 手溶接あるいは溶接ロボットにより、内側鉄筋2とリン
グプレート1,1の当接部を溶接する。 外側鉄筋の溶接工程 前記リングプレート1,1に対して外側鉄筋3を供給
し、その両端側をリングプレート1,1の外側に手溶接
あるいは溶接ロボットにより溶接する。リングプレート
1,1は、補助リング7,7に内側鉄筋2を仮固定する
場合と同じように、外側鉄筋3を1本溶接するたびに、
前記回転体を介して同一方向に所定角度ずつ回転させ
る。
Inner reinforcing bar welding step The contact portion between the inner reinforcing bar 2 and the ring plates 1 and 1 is welded by manual welding or a welding robot. Outer reinforcing bar welding step The outer reinforcing bar 3 is supplied to the ring plates 1 and 1, and both ends thereof are welded to the outside of the ring plates 1 and 1 by hand welding or a welding robot. Each time the outer reinforcing bar 3 is welded to one of the ring plates 1, 1 in the same manner as in the case where the inner reinforcing bar 2 is temporarily fixed to the auxiliary rings 7, 7,
It is rotated by a predetermined angle in the same direction via the rotator.

【0011】帯鉄筋巻き上げの工程 外側鉄筋3群の周囲に帯鉄筋4をスパイラル状に巻き付
け、固定する。固定方法としては、図示の工程のように
溶接による固定の他、番線による結束固定、鉄筋3と帯
鉄筋4の摩擦による固定等がある。 平行主筋溶接工程 リングプレート1,1の外側に平行主筋5を溶接する。 帯鉄筋巻き付け溶接の工程 平行主筋5群の周囲に帯鉄筋6をスパイラル状に巻き付
け、溶接により固定する。しかる後、前記回転体を互い
に遠ざかる方向に移動させてX形組立鉄筋を当該回転体
から外し、補助リング7,7を取り去って、所望のX形
組立鉄筋Aを得るのである。
Step of Winding Up Reinforcing Strip Reinforcing strip 4 is spirally wound around outer group 3 of rebars and fixed. As a fixing method, in addition to the fixing by welding as in the illustrated process, there is a binding and fixing by a number line, a fixing by friction between the reinforcing bar 3 and the band reinforcing bar 4, and the like. Parallel main bar welding process The parallel main bar 5 is welded to the outside of the ring plates 1 and 1. Steps of Welding and Reinforcing Band Reinforcing band Reinforcing bar 6 is spirally wound around the group of parallel main reinforcing bars 5 and fixed by welding. Thereafter, the rotating body is moved away from each other to remove the X-shaped assembled reinforcing bar from the rotating body, and the auxiliary rings 7, 7 are removed to obtain a desired X-shaped assembled reinforcing bar A.

【0012】図2、図3は本発明の他の実施例を示す。
この実施例は、補助リング7,7としてリング状に加工
した鉄筋を使用している点に特徴がある。即ち、先ず、
図2の(イ)および図3に示すように、回転軸芯Pを同
じくし且つ回転軸芯方向Pへ相対移動可能に構成された
一対の回転体8に夫々鉄筋製の補助リング7,7を支持
させる。具体的には、各回転体8には伸縮可能な放射状
のアーム8aを設けておき、当該アーム8aを伸長させ
て、それらの先端で補助リング7,7を支持するのであ
る。
FIGS. 2 and 3 show another embodiment of the present invention.
This embodiment is characterized in that a ring-shaped rebar is used as the auxiliary rings 7, 7. That is, first,
As shown in FIGS. 2A and 3, a pair of rotating bodies 8 having the same rotation axis P and configured to be relatively movable in the rotation axis direction P are respectively provided with auxiliary rings 7, 7 made of reinforcing steel. To support. Specifically, each rotating body 8 is provided with a radial arm 8a which can be extended and contracted, and the arm 8a is extended so that the auxiliary rings 7, 7 are supported at the ends thereof.

【0013】この状態で、図2の(ロ)および図3に示
すように、予め所定形状に曲げ加工された内側鉄筋2を
補助リング7,7に対して供給し、当該補助リング7,
7の外側に内側鉄筋2の両端側を点溶接又は接着等の手
段により仮固定する。内側鉄筋2を1本仮固定するたび
に、前記回転体8を介して、補助リング7,7を同一方
向に所定角度ずつ回転させることは、先の実施例と同じ
である。
In this state, as shown in FIG. 2B and FIG. 3, the inner rebar 2 bent in advance into a predetermined shape is supplied to the auxiliary rings 7, 7, and the auxiliary rings 7, 7 are supplied.
The both ends of the inner reinforcing bar 2 are temporarily fixed to the outside of the base 7 by means such as spot welding or bonding. Every time one inner reinforcing bar 2 is temporarily fixed, the auxiliary rings 7, 7 are rotated by a predetermined angle in the same direction via the rotating body 8 in the same manner as in the previous embodiment.

【0014】しかる後、図2の(ハ)および図3に示す
ように、補助リング7,7の外側に仮固定した内側鉄筋
2群の外側にリングプレート1,1を套嵌し、それらの
当接部を手溶接あるいは溶接ロボットにより溶接して固
定する。リングプレート1,1として、内径を拡大又は
縮小できるように周方向の一部が切れた形状(略C字
状)の鋼板を使用し、弾性復元力に抗して拡径変形させ
た状態で内側鉄筋2群の外側に套嵌させるか、あるい
は、フラットな帯状鋼板を内側鉄筋2群の外側に巻き付
けてリング状に塑性変形させるようにすることが、套嵌
作業を容易にする上で望ましいことは、先の実施例と同
じである。
Thereafter, as shown in FIG. 2 (c) and FIG. 3, the ring plates 1, 1 are fitted over the outside of the group of inner rebars 2 temporarily fixed to the outside of the auxiliary rings 7, 7 and The contact part is fixed by manual welding or welding by a welding robot. As the ring plates 1 and 1, a steel plate having a shape (substantially C-shape) partially cut in the circumferential direction is used so that the inner diameter can be enlarged or reduced. It is desirable to fit over the outer side of the inner reinforcing bar 2 group or to wind a flat belt-shaped steel plate around the outer side of the inner reinforcing bar group 2 to be plastically deformed into a ring shape in order to facilitate the closing operation. This is the same as the previous embodiment.

【0015】次に、図2の(ニ)および図3に示すよう
に、前記リングプレート1,1に対して予め所定形状に
曲げ加工された外側鉄筋3を供給し、その両端側をリン
グプレート1,1の外側に手溶接あるいは溶接ロボット
により溶接する。外側鉄筋3を1本溶接するたびに、リ
ングプレート1,1を同一方向に所定角度ずつ回転させ
ることは、先の実施例と同じである。
Next, as shown in FIG. 2D and FIG. 3, an outer reinforcing bar 3 previously bent into a predetermined shape is supplied to the ring plates 1 and 1, and both ends of the outer reinforcing bar 3 are ring plates. Welding to the outside of 1, 1 by hand welding or welding robot. Every time one outer reinforcing bar 3 is welded, the ring plates 1 and 1 are rotated by a predetermined angle in the same direction as in the previous embodiment.

【0016】しかる後、図2の(ニ)に仮想線で示すよ
うに、アーム8aを縮小すると共に、回転体8,8を互
いに遠ざかる方向に移動させて、X形組立鉄筋を当該回
転体から外し、図3に示すような補助リング7,7の付
いたX形組立鉄筋Bを得るのである。
Thereafter, as shown by the phantom line in FIG. 2D, the arm 8a is reduced, and the rotating bodies 8, 8 are moved away from each other so that the X-shaped assembled reinforcing bar is moved away from the rotating body. Remove and attach auxiliary rings 7, 7 as shown in FIG.
The obtained X-shaped rebar B is obtained.

【0017】この実施例によれば、内側鉄筋2を仮固定
するための補助リング7,7を鉄筋製としたので、当該
補助リング7,7を柱等のコンクリートに埋め込んでし
まっても、コンクリートの充填不良や補助リング7,7
内外でのコンクリートの分離が生ぜず、また補助リング
7,7は内側鉄筋2を仮固定するための部材であり、構
造体の耐力とは元々無関係であるため、仮固定の強度が
弱くても何ら問題にならない。従って、X形組立鉄筋B
の製造後、補助リング7,7を取り外す必要がなくな
り、これによって製造能率を向上し得るのである。
According to this embodiment, since the auxiliary rings 7, 7 for temporarily fixing the inner reinforcing bar 2 are made of reinforcing steel, even if the auxiliary rings 7, 7 are embedded in concrete such as a pillar, the concrete is not damaged. Filling failure and auxiliary ring 7,7
Separation of the concrete inside and outside does not occur, and the auxiliary rings 7, 7 are members for temporarily fixing the inner reinforcing bar 2 and are originally irrelevant to the strength of the structure, so that even if the strength of the temporary fixing is weak, It doesn't matter at all. Therefore, X-shaped assembled reinforcing bar B
After the manufacture, the auxiliary rings 7, 7 do not need to be removed, thereby improving the manufacturing efficiency.

【0018】[0018]

【発明の効果】本発明によれば、補助リングの外側に内
側鉄筋を仮固定し、その外側にリングプレートを套嵌し
て固定し、リングプレートの外側に外側鉄筋を固定する
といったように、常に外側からの作業となり、一対のリ
ングプレートの内側に内側鉄筋の両端側を挿入するとい
う面倒な工程がないので、X形組立鉄筋を容易に製造す
ることができ、製造の自動化を図る上で非常に有効であ
る。殊に、本発明によれば、補助リングが、製造装置の
構成部材である回転体(回転軸芯を同じくし且つ回転軸
芯方向へ相対移動可能に構成された一対の回転体)と
は、別体に製作され、回転体に支持させて使用するもの
であって、しかも、外周に凹凸のない円形をなしてい
る。従って、補助リングおよび回転体は、組み立てる鉄
筋の本数にかかわりなく使用でき、組み立てる鉄筋の本
数を変えても補助リングや回転体を交換する必要がな
く、X形組立鉄筋を低コストで製造できる効果がある。
According to the present invention, the inner reinforcing bar is temporarily fixed to the outside of the auxiliary ring, the ring plate is fixed to the outer side of the auxiliary ring, and the outer reinforcing bar is fixed to the outside of the ring plate. Since the work is always done from the outside and there is no troublesome process of inserting both ends of the inner reinforcing bar inside the pair of ring plates, the X-shaped assembled reinforcing bar can be easily manufactured, and in order to achieve automation of manufacturing. Very effective. In particular, according to the invention, the auxiliary ring is provided
A rotating body (a rotating shaft having the same rotating shaft and
A pair of rotating bodies configured to be relatively movable in the core direction) and
Is manufactured separately and used by being supported by a rotating body.
And it has a circular shape with no irregularities on the outer periphery.
You. Therefore, the auxiliary ring and the rotating body are iron
Reinforcement books that can be used and assembled regardless of the number of bars
It is not necessary to replace the auxiliary ring or rotating body even if the number is changed.
In addition, there is an effect that the X-shaped assembled rebar can be manufactured at low cost.

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

【図1】本発明の一実施例を示すX形組立鉄筋の製造方
法の説明図である。
FIG. 1 is an explanatory view of a method of manufacturing an X-shaped assembled reinforcing bar according to an embodiment of the present invention.

【図2】本発明の他の実施例を示すX形組立鉄筋の製造
方法の説明図である。
FIG. 2 is an illustration of a method of manufacturing an X-shaped assembled reinforcing bar according to another embodiment of the present invention.

【図3】要部の斜視図である。FIG. 3 is a perspective view of a main part.

【符号の説明】[Explanation of symbols]

1…リングプレート、2…内側鉄筋、3…外側鉄筋、7
…補助リング、8…回転体。
1 ... Ring plate, 2 ... Inner rebar, 3 ... Outer rebar, 7
... Auxiliary ring, 8 ... Rotating body.

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04C 5/06──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 6 , DB name) E04C 5/06

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 一対のリングプレートの内側に両端側を
固定した内側鉄筋と前記リングプレートの外側に両端側
を固定した外側鉄筋とでX形配筋を構成したX形組立鉄
筋を製造するにあたり、回転軸芯を同じくし且つ回転軸
芯方向へ相対移動可能に構成された一対の回転体に夫々
外周に凹凸のない円形をなす補助リングを支持させ、前
記補助リングの外側に内側鉄筋の両端側を仮固定し、し
かる後、内側鉄筋群の外側にリングプレートを固定し、
当該リングプレートの外側に外側鉄筋の両端側を固定す
ることを特徴とするX形組立鉄筋の製造方法。
In manufacturing an X-shaped assembled reinforcing bar, an X-shaped reinforcing bar is formed by an inner reinforcing bar having both ends fixed inside a pair of ring plates and an outer reinforcing bar having both ends fixed outside the ring plate. , A pair of rotating bodies having the same rotation axis and being relatively movable in the direction of the rotation axis.
An auxiliary ring having a circular shape without irregularities on the outer periphery is supported, and both ends of the inner reinforcing bar are temporarily fixed to the outside of the auxiliary ring, and thereafter, a ring plate is fixed to the outside of the inner reinforcing bar group,
A method for manufacturing an X-shaped assembled reinforcing bar, comprising fixing both ends of an outer reinforcing bar to the outside of the ring plate.
JP4032555A 1992-01-22 1992-01-22 Manufacturing method of X-shaped assembled rebar Expired - Fee Related JP2779790B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4032555A JP2779790B2 (en) 1992-01-22 1992-01-22 Manufacturing method of X-shaped assembled rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4032555A JP2779790B2 (en) 1992-01-22 1992-01-22 Manufacturing method of X-shaped assembled rebar

Publications (2)

Publication Number Publication Date
JPH05295855A JPH05295855A (en) 1993-11-09
JP2779790B2 true JP2779790B2 (en) 1998-07-23

Family

ID=12362168

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4032555A Expired - Fee Related JP2779790B2 (en) 1992-01-22 1992-01-22 Manufacturing method of X-shaped assembled rebar

Country Status (1)

Country Link
JP (1) JP2779790B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07108429B2 (en) * 1988-02-22 1995-11-22 株式会社長谷工コーポレーション Method of manufacturing multi-directional X-shaped assembled rebar

Also Published As

Publication number Publication date
JPH05295855A (en) 1993-11-09

Similar Documents

Publication Publication Date Title
US4365180A (en) Strip wound dynamoelectric machine core
DE102008012628B4 (en) Rotor of a rotating electrical machine and manufacturing method of such a rotor
CZ289612B6 (en) Ring for swaging and process for producing thereof
JP2779790B2 (en) Manufacturing method of X-shaped assembled rebar
JPS5810346B2 (en) Wire storage reel
JPS5915167A (en) Assembling of reinforcing cage for concrete pillar
JP2010174557A (en) Assembly structure of reinforcing bars and method of assembly of the same
US3882585A (en) Method and device for positioning prestressing hoops
DE102004029442A1 (en) Stator system for an electric motor has a stator ring with radially and tangentially orientated ring segments arranged alternately
US6584672B1 (en) Method for the manufacture of bundles of metal sheets of annular shape
JP3585134B2 (en) Prestressed reinforced concrete pile
JPS644916Y2 (en)
US4114258A (en) Method of making a stator assembly
JPH07108429B2 (en) Method of manufacturing multi-directional X-shaped assembled rebar
JP3298616B2 (en) Winding method of stator for electric motor
DE102008041855A1 (en) Method of manufacturing a stator in an internal rotor electric motor
JP3298614B2 (en) Method and apparatus for winding a stator for an electric motor
JPS644917Y2 (en)
JPH042334B2 (en)
JP3101892B2 (en) Installation method of outer stiffener ring of concrete column filled with steel pipe
JPS6219646Y2 (en)
JPS61249623A (en) Production of winding steel pipe
CN107803452B (en) A kind of prefabricated application method with clamp assemblies of building lot steel reinforcement cage
JPH0230775B2 (en)
JPS6231809B2 (en)

Legal Events

Date Code Title Description
S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090515

Year of fee payment: 11

LAPS Cancellation because of no payment of annual fees