JP2001058235A - Reinforcing bar bending device - Google Patents

Reinforcing bar bending device

Info

Publication number
JP2001058235A
JP2001058235A JP11236779A JP23677999A JP2001058235A JP 2001058235 A JP2001058235 A JP 2001058235A JP 11236779 A JP11236779 A JP 11236779A JP 23677999 A JP23677999 A JP 23677999A JP 2001058235 A JP2001058235 A JP 2001058235A
Authority
JP
Japan
Prior art keywords
bending
reinforcing bar
reinforcing
rebar
force point
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
JP11236779A
Other languages
Japanese (ja)
Other versions
JP4334077B2 (en
Inventor
Tsuguo Ono
貢生 大野
Yoshiaki Okamoto
義昭 岡本
Hiroshi Akeda
浩 明田
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.)
Toyo Kensetsu Kohki Co Ltd
Original Assignee
Toyo Kensetsu Kohki Co Ltd
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 Toyo Kensetsu Kohki Co Ltd filed Critical Toyo Kensetsu Kohki Co Ltd
Priority to JP23677999A priority Critical patent/JP4334077B2/en
Publication of JP2001058235A publication Critical patent/JP2001058235A/en
Application granted granted Critical
Publication of JP4334077B2 publication Critical patent/JP4334077B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To further efficiently bend a reinforcing bar into an annular shape. SOLUTION: Relating to the reinforcing bar bending device that a support part to support a reinforcing bar 1 to be bent in a reinforcing bar arrangement space is arranged, a bend support point part to act as a bend support point in bending the reinforcing bar and a bending force application point part 7 to apply the bending force to the reinforcing bar in bending the reinforcing bar, are arranged across the reinforcing bar arrangement space, to move the bending force application point part 7 around the bending support point part 6, so that the reinforcing bar 1 is freely bendable at an abutting part on the bend support point part 6 by the bending action to apply the bending force to the reinforcing bar 1 arranged in the reinforcing bar arrangement space, it is provided with a bending means 20 to bend the reinforcing bar 1 so that an imaginary plane K including the moving locus of a bend end part S11 of the reinforcing bar 1 moving around the bend support point 6 accompanying the bending action is intersected at a specified angle with the axis J4 of a reinforcing bar body S12 supported by a support part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、曲げ対象の鉄筋体
(例えば、鉄筋や、鉄筋網)を鉄筋体配置空間で支持す
る支持部を設け、鉄筋体屈曲動作時に曲げ支点となる屈
曲支点部と、鉄筋体屈曲動作時に前記鉄筋体に曲げ力を
作用させる屈曲力点部とを、前記鉄筋体配置空間を挟ん
で設け、前記屈曲支点部周りに前記屈曲力点部を移動さ
せて、前記鉄筋体配置空間に配置した前記鉄筋体に対し
て曲げ力を加える屈曲動作によって、前記鉄筋体を前記
屈曲支点部との接当部分で屈曲自在な鉄筋体曲げ装置に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bending fulcrum which serves as a bending fulcrum during a bending operation of a reinforcing member by providing a supporting portion for supporting a reinforcing member (for example, a reinforcing bar or a reinforcing bar network) in a reinforcing member arrangement space. And a bending force point portion for applying a bending force to the reinforcing member at the time of the bending operation of the reinforcing member is provided with the reinforcing member arrangement space interposed therebetween, and the bending force point portion is moved around the bending fulcrum portion to thereby provide the reinforcing member. The present invention relates to a reinforcing bar bending device that can bend at a portion where the reinforcing bar is in contact with the bending fulcrum portion by a bending operation of applying a bending force to the reinforcing bar disposed in the placement space.

【0002】[0002]

【従来の技術】従来、この種の鉄筋体曲げ装置として
は、図16に示すように、鉄筋体配置空間Vの鉄筋(鉄
筋体1に相当)30を挟持支持する支持部2Cを設け、
鉄筋屈曲動作時に曲げ支点となる支点軸(屈曲支点部に
相当)31と、鉄筋屈曲動作時に前記鉄筋30に曲げ力
を作用させる力点軸(屈曲力点部に相当)32とを、前
記鉄筋体配置空間Vを挟んで配置して構成した鉄筋曲げ
部3・4を、前記鉄筋30の長手方向に位置替え自在に
設け、前記支点軸31及び前記力点軸32は、共に平行
に配置してあると共に、それぞれの軸芯が、前記鉄筋3
0の径方向に沿うように形成してあるものがあり、前記
力点軸32を支点軸31周りに回転させて、例えば、約
180度程度まで鉄筋を折り返すと、鉄筋30の屈曲端
部30aが、前記支持部2Cで支持されている鉄筋本体
30bに当接する状態に屈曲するものであった(図16
(ハ)参照)。
2. Description of the Related Art Conventionally, as shown in FIG. 16, a supporting portion 2C for holding and supporting a reinforcing bar (corresponding to a reinforcing bar 1) 30 in a reinforcing bar placement space V is provided as a rebar bending device of this type, as shown in FIG.
A fulcrum axis (corresponding to a bending fulcrum portion) 31 serving as a bending fulcrum during the rebar bending operation, and a power point axis (corresponding to the bending force point portion) 32 for applying a bending force to the rebar 30 during the rebar bending operation, are arranged in the reinforcing bar body. Reinforcing bar bent portions 3 and 4 arranged so as to sandwich the space V are provided so as to be freely displaceable in the longitudinal direction of the reinforcing bar 30, and the fulcrum shaft 31 and the force point shaft 32 are both arranged in parallel with each other. , Each axis is the reinforcing bar 3
When the reinforcing point shaft 32 is rotated around the fulcrum axis 31 and the reinforcing bar is turned back to about 180 degrees, for example, the bent end portion 30a of the reinforcing bar 30 is formed. 16 was bent so as to be in contact with the rebar main body 30b supported by the support portion 2C (FIG. 16).
(C)).

【0003】[0003]

【発明が解決しようとする課題】鉄筋を目的の角度に曲
げる場合には、曲げ力を解除した後に生じる鉄筋の「も
どり」を考慮して、目的角度よりやや大きめの角度まで
曲げ操作するのが一般的であるが、上述した従来の鉄筋
体曲げ装置によれば、例えば、スターラップ筋やフープ
筋のように、鉄筋の何カ所かを屈曲させてリング形状に
屈曲加工する場合には、最後の箇所を曲げる際に、鉄筋
の端部どうしが当接して干渉し合い、それ以上、曲げ力
を加えると、鉄筋の他の部分が歪んでしまい、所定のリ
ング形状に屈曲させ難いという問題点があった。また、
その問題点を解消するためには、前記最後の箇所を曲げ
る際に、鉄筋の端部どうしを、例えば、屈曲リングのリ
ング軸芯方向にずらして、干渉しないように操作しなけ
ればならず、余分な手間が掛かっていた。また、このよ
うな、鉄筋端部のずらし操作は、複数本の鉄筋を束ねた
状態で屈曲させる場合や、複数の縦鉄筋と複数の横鉄筋
とを交差状態に組んで一体化した鉄筋網を筒状に一度に
屈曲させる場合に、より手間が掛かると共に、より大き
なずらし力が必要となり、鉄筋の屈曲作業の効率が低下
することにつながっていた。
When a reinforcing bar is bent to a target angle, it is necessary to perform a bending operation to an angle slightly larger than the target angle in consideration of the "return" of the reinforcing bar generated after releasing the bending force. Generally, according to the above-described conventional reinforcing bar bending apparatus, for example, when bending some parts of the reinforcing bar into a ring shape, such as a stirrup bar or a hoop bar, When bending the part, the ends of the reinforcing bars come into contact with each other and interfere with each other, and if a bending force is applied further, the other parts of the reinforcing bars will be distorted, making it difficult to bend into a predetermined ring shape. was there. Also,
In order to solve the problem, when bending the last part, it is necessary to operate the ends of the reinforcing bars so as not to interfere with each other by, for example, shifting the ends of the reinforcing bar in the ring axis direction of the bending ring. Extra work was required. In addition, such a shifting operation of the end of the reinforcing bar may be performed by bending a plurality of reinforcing bars in a bundled state or by combining a plurality of vertical reinforcing bars and a plurality of horizontal reinforcing bars in an intersecting state. In the case of bending at once into a tubular shape, it takes more time and effort, and a larger displacement force is required, leading to a reduction in the efficiency of the bending operation of the reinforcing bar.

【0004】従って、本発明の目的は、上記問題点を解
消し、鉄筋体を環状に屈曲させる際に、より効率よく作
業できる鉄筋体曲げ装置を提供するところにある。
[0004] Accordingly, an object of the present invention is to solve the above-mentioned problems and to provide a rebar-body bending apparatus that can work more efficiently when bending a rebar in an annular shape.

【0005】[0005]

【課題を解決するための手段】請求項1の発明の特徴構
成は、図11・15に例示するごとく、曲げ対象の鉄筋
体1を鉄筋体配置空間Vで支持する支持部2Cを設け、
鉄筋体屈曲動作時に曲げ支点となる屈曲支点部6と、鉄
筋体屈曲動作時に前記鉄筋体1に曲げ力を作用させる屈
曲力点部7とを、前記鉄筋体配置空間Vを挟んで設け、
前記屈曲支点部6周りに前記屈曲力点部7を移動させ
て、前記鉄筋体配置空間Vに配置した前記鉄筋体1に対
して曲げ力を加える屈曲動作によって、前記鉄筋体1を
前記屈曲支点部6との接当部分で屈曲自在な鉄筋体曲げ
装置において、前記屈曲動作に伴って前記屈曲支点部6
周りに移動する前記鉄筋体1の屈曲端部S11の移動軌
跡を含む仮想面Kが、前記支持部2Cで支持された鉄筋
体本体S12の鉄筋軸芯J4に対して角度をもって交わ
る状態に前記鉄筋体1を屈曲させる屈曲手段20を備え
てあるところにある。
According to a feature of the present invention, as shown in FIGS. 11 and 15, a supporting portion 2C for supporting a reinforcing member 1 to be bent in a reinforcing member arrangement space V is provided.
A bending fulcrum portion 6 serving as a bending fulcrum during a reinforced body bending operation, and a bending force point portion 7 for applying a bending force to the reinforced body 1 during a reinforced body bending operation are provided with the reinforced body arrangement space V interposed therebetween;
The bending fulcrum 7 is moved around the bending fulcrum 6 to apply a bending force to the reinforced body 1 disposed in the reinforced body placement space V, thereby bending the reinforced body 1 to the bending fulcrum. In the bending apparatus for bending a reinforcing member at a contact portion with the bending support 6, the bending fulcrum 6
The reinforcing bar is placed in a state where a virtual plane K including a movement locus of the bent end portion S11 of the reinforcing bar 1 moving around at an angle to the reinforcing bar axis J4 of the reinforcing bar main body S12 supported by the support 2C. There is provided a bending means 20 for bending the body 1.

【0006】請求項1の発明の特徴構成によれば、前記
屈曲手段によって、前記屈曲動作をとる際、前記屈曲支
点部周りに移動する前記鉄筋体の屈曲端部の移動軌跡を
含む仮想面が、前記支持部で支持された鉄筋体本体の鉄
筋軸芯に対して角度をもって交わる状態に前記鉄筋体を
屈曲させることができる。即ち、屈曲角度を大きくして
折返し状態(屈曲角度が約180度となる状態)にした
としても、鉄筋体の屈曲端部が、支持部で支持された鉄
筋体本体に当接することがなくなる。従って、例えば、
スターラップ筋やフープ筋のように、鉄筋体の何カ所か
を屈曲させてリング形状に屈曲加工する場合でも、最後
の箇所を曲げた際に、鉄筋体の端部どうしは、屈曲リン
グのリング軸芯方向に位置ずれした状態になり、互いの
干渉を防止することが可能となる。その結果、鉄筋体の
前記『もどり』を考慮して所定の角度(鉄筋体の端部ど
うしが重なる角度)より大きめの角度まで曲げ操作して
も端部どうしが干渉することがなく、端部どうしの当接
によって鉄筋形状が歪むといったことの無い状態に鉄筋
体をリング形状に屈曲操作することが可能となる。しか
も、従来のように、前記最後の箇所を曲げる際に、鉄筋
の端部どうしを、屈曲リングのリング軸芯方向にずらし
て干渉しないように操作する必要がなく、効率よく鉄筋
体の屈曲作業を実施することが可能となる。
According to the characteristic configuration of the first aspect of the present invention, when the bending operation is performed by the bending means, an imaginary plane including the movement locus of the bending end of the reinforcing bar moving around the bending fulcrum is formed. The rebar body can be bent so as to intersect at an angle with the rebar axis of the rebar body body supported by the support portion. That is, even if the bending angle is increased and the folded state is reached (the bending angle becomes about 180 degrees), the bent end portion of the reinforcing member does not contact the reinforcing member body supported by the support portion. So, for example,
Even when bending some parts of the reinforced body like a stirrup or hoop to bend into a ring shape, when the last part is bent, the ends of the reinforced body The position is shifted in the axial direction, and mutual interference can be prevented. As a result, even if the bending operation is performed to an angle larger than a predetermined angle (an angle at which the ends of the reinforcing members overlap) in consideration of the "return" of the reinforcing members, the ends do not interfere with each other, and It is possible to bend the reinforcing bar into a ring shape in a state where the reinforcing bar shape is not distorted due to the contact between them. In addition, unlike the conventional case, when bending the last portion, it is not necessary to shift the ends of the reinforcing bars in the direction of the axis of the bending ring so as not to interfere with each other. Can be implemented.

【0007】請求項2の発明の特徴構成は、図6に例示
するごとく、前記屈曲手段20は、前記鉄筋体本体S1
2の鉄筋軸芯J4に直交する直交軸芯J5に対して前記
屈曲力点部7の回転軸芯J3が傾斜するように前記屈曲
力点部7を形成することで構成してあるところにある。
請求項2の発明の特徴構成によれば、請求項1の発明に
よる作用効果を叶えることができるのに加えて、前記屈
曲力点部の回転軸芯を、鉄筋体本体の鉄筋軸芯に直交す
る直交軸芯に対して傾斜させるだけの簡単な構成によっ
て、請求項1の発明による作用効果を叶えることが可能
となり、コストアップを抑えた状態での機能向上を図る
ことが可能となる。
As shown in FIG. 6, the characteristic structure of the second aspect of the present invention is that the bending means 20 includes the reinforcing member main body S1.
The bending force point 7 is formed so that the rotation axis J3 of the bending force point 7 is inclined with respect to an orthogonal axis J5 orthogonal to the second reinforcing bar axis J4.
According to the characteristic configuration of the second aspect of the invention, in addition to the effect of the first aspect of the invention, the rotation axis of the bending force point portion is perpendicular to the rebar axis of the rebar body. With a simple configuration that only inclines with respect to the orthogonal axis, the function and effect according to the first aspect of the invention can be achieved, and the function can be improved while suppressing an increase in cost.

【0008】請求項3の発明の特徴構成は、図1・15
に例示するごとく、前記鉄筋体1は、複数の縦鉄筋S1
と複数の横鉄筋S2とを交差状態に組んで一体化してあ
る鉄筋網Sであり、前記各縦鉄筋S1それぞれに対応さ
せて各別に屈曲支点部6と前記屈曲力点部7とを設けて
あるところにある。請求項3の発明の特徴構成によれ
ば、請求項1又は2の発明による作用効果を叶えること
ができるのに加えて、複数の各縦鉄筋を一度に屈曲操作
できるから、一本ものの鉄筋を各別に屈曲させてそれら
各屈曲鉄筋を所定ピッチに配置するのに比べて効率的に
屈曲作業を進めることが可能となる。そして、屈曲させ
た鉄筋網においては、縦鉄筋どうしは横鉄筋によって間
隔が保持されているから、取扱時に縦鉄筋ピッチが不用
意に変わるの防止でき、取扱性の向上を図ることが可能
となる。
[0008] The characteristic structure of the third aspect of the present invention is shown in Figs.
As illustrated in FIG. 1, the reinforcing bar 1 includes a plurality of vertical reinforcing bars S1.
And a plurality of horizontal rebars S2 in a crossed state, and are integrated, and are provided with bending fulcrum portions 6 and bending force point portions 7 corresponding to the respective vertical rebars S1. There. According to the characteristic configuration of the third aspect of the invention, in addition to the effect of the first or second aspect of the invention, the bending operation of a plurality of the vertical reinforcing bars can be performed at one time. Bending work can be performed more efficiently than when each bending bar is bent at a predetermined pitch. And, in the bent rebar network, the vertical rebars are maintained at intervals by the horizontal rebars, so that the vertical rebar pitch can be prevented from being carelessly changed at the time of handling, and the handling property can be improved. .

【0009】請求項4の発明の特徴構成は、図1に例示
するごとく、前記屈曲支点部6と前記屈曲力点部7とを
備えて構成した鉄筋曲げ部3・4の一対を、前記鉄筋体
配置空間Vの前記鉄筋体1に沿って相対的に近接離間自
在に設けてあるところにある。請求項4の発明の特徴構
成によれば、請求項1〜3の何れかの発明による作用効
果を叶えることができるのに加えて、前記一対の鉄筋曲
げ部によって、鉄筋体をその両端から曲げ操作すること
が可能となり、より効率的に鉄筋体屈曲作業を実施する
ことが可能となる。更には、例えば、鉄筋体1の屈曲操
作時に、鉄筋体1の位置は当初のまま維持した状態で、
前記鉄筋曲げ部3・4の移動によって複数箇所を屈曲さ
せる第一屈曲パターン(図12・13参照)をとった
り、又は、一方の鉄筋曲げ部3・4の曲げ完了状態(前
記屈曲力点部が鉄筋体に当接したままの状態)で、その
鉄筋曲げ部を他方の鉄筋曲げ部側へ移動させることで、
鉄筋体ごと移動させて、次の屈曲工程にはいるといった
第二屈曲パターンをとったり、屈曲パターンの選択性が
向上する。特に、前記第一屈曲パターンに関しては、鉄
筋体は、当初配置されたままの状態が維持されるから、
前記第二屈曲パターンの場合のように屈曲作業中に鉄筋
体が不用意に装置周囲へ突出することがなく、屈曲作業
中でも装置周囲に安心して立ち入ることができる。
A feature of the invention according to claim 4 is that, as illustrated in FIG. 1, a pair of reinforcing bar bending portions 3 and 4 including the bending fulcrum 6 and the bending force point 7 is connected to the reinforcing bar body. The arrangement space V is provided so as to be relatively close to and separated along the reinforcing bar 1. According to the characteristic configuration of the fourth aspect of the invention, in addition to the effect of any one of the first to third aspects of the invention, in addition to the above-mentioned pair of rebar bending portions, the rebar body is bent from both ends thereof. It is possible to perform the operation, and it is possible to more efficiently perform the rebar bending work. Furthermore, for example, at the time of the bending operation of the reinforced body 1, while the position of the reinforced body 1 is maintained as it was initially,
The first bending pattern (see FIGS. 12 and 13) in which a plurality of locations are bent by the movement of the reinforcing bar bending portions 3.4 is taken, or the bending of one of the reinforcing bar bending portions 3.4 is completed (the bending force point portion is a reinforcing bar). By moving the rebar bend to the other rebar bend while maintaining contact with the body)
The second bending pattern such as moving to the next bending step by moving the rebar body is taken, and the selectivity of the bending pattern is improved. In particular, with respect to the first bending pattern, the rebar body is maintained in the state of being initially arranged,
As in the case of the second bending pattern, the reinforcing member does not inadvertently protrude around the device during the bending operation, and can safely enter the device periphery even during the bending operation.

【0010】尚、上述のように、図面との対照を便利に
するために符号を記したが、該記入により本発明は添付
図面の構成に限定されるものではない。
[0010] As described above, the reference numerals are used for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.

【0011】[0011]

【発明の実施の形態】以下に本発明の実施の形態を図面
に基づいて説明する。尚、図面において従来例と同一の
符号で表示した部分は、同一又は相当の部分を示してい
る。
Embodiments of the present invention will be described below with reference to the drawings. In the drawings, portions denoted by the same reference numerals as those of the conventional example indicate the same or corresponding portions.

【0012】本実施形態における鉄筋体曲げ装置Mは、
鉄筋網(鉄筋体1の一例)Sを単に屈曲加工したり、又
は、筒形状に屈曲加工することで、梁や柱に使用される
肋筋や帯筋等の補強筋に該当するものを一度にたくさん
まとめて効率的に形成できるように構成してあるもので
ある。前記鉄筋体曲げ装置Mは、図1に示すように、基
台2上に第一曲げ駆動装置(鉄筋曲げ部に相当)3と第
二曲げ駆動装置(鉄筋曲げ部に相当)4との二つの曲げ
駆動装置を、近接離間駆動自在に設けて構成してある。
そして、当該鉄筋体曲げ装置Mへの鉄筋網Sの供給は、
例えば、鉄筋網の自動搬送ラインに中に鉄筋体曲げ装置
Mを組み込んである場合には、第二曲げ駆動装置4側か
ら第一曲げ駆動装置3側へ水平姿勢又はほぼ水平姿勢に
して搬送供給する方法がある。また、当該鉄筋体曲げ装
置M単体で使用される場合には、例えば、人力で、両曲
げ駆動装置3・4に対して上方から鉄筋網Sを載置する
方法で供給したり、上述の場合と同様に、第二曲げ駆動
装置4の上を滑らせながら両曲げ駆動装置3・4上に鉄
筋網Sが位置するように供給するといった方法がある。
因みに、前記鉄筋網Sは、図に示すように、縦鉄筋S1
と横鉄筋S2とを格子状に配置し、それらの交差部分を
溶接によって一体化して構成してある。
[0012] The reinforcing member bending apparatus M according to the present embodiment comprises:
By simply bending the reinforcing steel net (an example of the reinforcing body 1) S or bending it into a cylindrical shape, the reinforcing bars such as the ribs and the stirrups used for the beams and columns are once removed. It is configured so that it can be formed efficiently in a lot. As shown in FIG. 1, the reinforcing member bending device M includes a first bending driving device (corresponding to a reinforcing bar bending portion) 3 and a second bending driving device (corresponding to a reinforcing bar bending portion) 4 on a base 2. The two bending driving devices are provided so as to be freely driven to approach and separate from each other.
The supply of the reinforcing bar net S to the reinforcing bar bending device M is as follows.
For example, in the case where the reinforcing bar bending device M is incorporated in the automatic transport line of the reinforcing bar network, the transport and supply are performed in a horizontal posture or a substantially horizontal posture from the second bending drive device 4 to the first bending drive device 3 side. There is a way to do that. In the case of using the reinforced body bending device M alone, for example, the reinforced net S is supplied to the both bending drive devices 3 and 4 from above by a manual method, Similarly to the above, there is a method in which the reinforcing net S is supplied so as to be positioned on both bending driving devices 3 and 4 while sliding on the second bending driving device 4.
Incidentally, as shown in FIG.
And the horizontal reinforcing bar S2 are arranged in a lattice pattern, and their intersections are integrated by welding.

【0013】前記基台2は、H形鋼で形成された複数の
接地部材2Aを間隔をあけて並設し、それら各接地部2
Aの上に跨る状態にI形鋼で形成された一対のレール部
材2Bを一体的に設けて構成してある。また、両レール
部材2Bの中間部には、両レール部材2Bにわたる状態
に、鉄筋網Sを載置支持自在な載置竿(支持部の一例)
2Cを、支柱2Dを介して取り付けてある。因みに、前
記両曲げ駆動装置3・4は、前記載置竿2Cの両側方
に、前記両レール部材2B上を移動できる状態に設置さ
れている。具体的には、両曲げ駆動装置3・4に備えた
車輪Rが、前記レール部材2B上に載置する状態に設け
てあり、両曲げ駆動装置3・4は、レール部材2Bの長
手方向に沿って駆動運転自在に構成されている。
The base 2 has a plurality of grounding members 2A formed of H-section steel arranged side by side at an interval.
A pair of rail members 2B made of I-shaped steel are integrally provided so as to straddle A. In addition, a mounting rod (an example of a support portion) that can freely support and support the reinforced net S in a state extending over the both rail members 2B at an intermediate portion between the both rail members 2B.
2C is attached via a column 2D. Incidentally, the both bending driving devices 3 and 4 are installed on both sides of the placing rod 2C so as to be movable on the both rail members 2B. Specifically, the wheels R provided in both bending driving devices 3 and 4 are provided in a state of being mounted on the rail member 2B, and both bending driving devices 3 and 4 are arranged in the longitudinal direction of the rail member 2B. It is configured to be freely driven along.

【0014】前記両曲げ駆動装置3・4について説明す
る。何れの曲げ駆動装置3・4も、ほぼ共通した装備を
備えてあることから、両者の共通部分を主に説明する。
前記曲げ駆動装置3・4は、図2・3に示すように、装
置本体5に、前記鉄筋網Sの上面側に位置した状態で鉄
筋網Sを支持自在な支持軸部(屈曲支点部の一例)6を
設け、前記鉄筋網Sの下面側から前記支持軸部6周りに
回動駆動することによって前記鉄筋網Sにモーメント力
を作用させて屈曲自在な曲げ軸部(屈曲力点部の一例)
7を設け、前記基台2に備えた載置竿2Cと同じように
鉄筋網Sを載置支持自在な載置竿8をそれぞれ設け、前
記装置本体5を前記レール部材2B上で移動自在とする
車輪Rを設けて構成してある。前記載置竿2C・8上に
鉄筋網Sが載置支持されるわけであるが、この鉄筋網S
の載置空間を鉄筋体配置空間Vという。尚、前記装置本
体5には、前記支持軸部6を上下方向に出退切替駆動し
たり、軸芯方向にスライド切替駆動するエアー駆動機構
Eや、曲げ軸部7を回転駆動したり、前記車輪Rを回転
駆動して前記レール部材2B上を装置本体5が移動でき
るようにする電動モータDを装備してある。また、前記
各エアー駆動機構E、及び、電動モータDの駆動運転
は、マイコン制御されており、予め、屈曲させる鉄筋網
Sの寸法や、屈曲形状・寸法等をインプットしておくこ
とで、自動的に前記鉄筋網Sを所定の形状に屈曲するこ
とができるものである。また、前記エアー駆動機構E
は、前記支持軸部6の軸芯方向のスライド量を、変更設
定できるように構成してある。従って、例えば、第一曲
げ駆動装置3のスライド量L1を第二曲げ駆動装置4の
スライド量L2より大きくなるように設定したり(図6
参照)、又は、その逆に、第二曲げ駆動装置4のスライ
ド量を第一曲げ駆動装置3のスライド量より大きくなる
ように設定したり、又は、両曲げ駆動装置3・4のスラ
イド量が同じになるように設定したりすることができる
もので、当該実施形態の鉄筋体曲げ装置Mにおいては、
前記第一曲げ駆動装置3のスライド量L1は、第二曲げ
駆動装置4のスライド量L2より大きくなるように設定
してある。
The two bending driving devices 3 and 4 will be described. Since both of the bending driving devices 3 and 4 have almost common equipment, the common parts of both will be mainly described.
As shown in FIGS. 2 and 3, the bending driving devices 3 and 4 are provided on a device main body 5 with a support shaft portion (a bending fulcrum portion) capable of supporting the reinforcing bar network S in a state of being positioned on the upper surface side of the reinforcing bar network S. One example) a bending shaft portion (an example of a bending force point portion) that is provided with a bending force by applying a moment force to the reinforcing bar network S by rotating around the support shaft portion 6 from the lower surface side of the reinforcing bar network S )
7 and mounting rods 8 on which the reinforcing bar net S can be mounted and supported in the same manner as the mounting rod 2C provided on the base 2, so that the apparatus main body 5 can be moved on the rail member 2B. Wheels R are provided. The reinforced net S is mounted and supported on the placing rods 2C and 8 described above.
Is referred to as a reinforcing bar arrangement space V. In addition, the apparatus main body 5 includes an air drive mechanism E that drives the support shaft portion 6 to move in and out in the vertical direction, an air drive mechanism E that drives a slide switch in the axial direction, and a rotational drive of the bending shaft portion 7. An electric motor D is provided for rotating the wheels R to move the apparatus main body 5 on the rail member 2B. The driving operation of each of the air drive mechanisms E and the electric motor D is controlled by a microcomputer, and is automatically performed by inputting in advance the dimensions of the rebar net S to be bent and the bending shape and dimensions. The rebar net S can be bent in a predetermined shape. Further, the air drive mechanism E
Is configured such that the amount of sliding of the support shaft 6 in the axial center direction can be changed and set. Therefore, for example, the slide amount L1 of the first bending drive device 3 is set to be larger than the slide amount L2 of the second bending drive device 4 (FIG. 6).
Conversely, the slide amount of the second bending drive device 4 is set to be larger than the slide amount of the first bending drive device 3, or the slide amount of both bending drive devices 3 and 4 is reduced. It can be set to be the same. In the reinforced body bending apparatus M of the present embodiment,
The slide amount L1 of the first bending drive device 3 is set to be larger than the slide amount L2 of the second bending drive device 4.

【0015】前記支持軸部6は、図4・5に示すよう
に、前記装置本体5に対して、上下に出退切替駆動自在
に、且つ、支持軸部6の長手方向に沿ってスライド駆動
切り替え自在に取り付けられている。また、支持軸部6
には、その長手方向に沿って、前記鉄筋網Sの鉄筋ピッ
チに対応して配置自在な複数の分割ローラ6Aを間隔を
あけて設けてある。そして、鉄筋網Sの屈曲動作に関し
ては、前記曲げ軸部7が、分割ローラ6A周りに回転駆
動することによって、鉄筋網Sを持ち上げながら分割ロ
ーラ6Aに接当させ、そのまわりの曲げモーメントを作
用させて屈曲させることができるものである(図9・1
0参照)。
As shown in FIGS. 4 and 5, the support shaft 6 is capable of driving up and down switching with respect to the apparatus main body 5 and slidingly driven along the longitudinal direction of the support shaft 6. It can be switched freely. The support shaft 6
Are provided with a plurality of divided rollers 6A which can be arranged at intervals according to the rebar pitch of the rebar net S along the longitudinal direction. With respect to the bending operation of the reinforcing net S, the bending shaft portion 7 is rotated around the split roller 6A to lift the reinforcing net S and contact the split roller 6A, thereby applying a bending moment therearound. (Fig. 9.1)
0).

【0016】各分割ローラ6Aは、図に示すように、断
面形状が『L』字形状のローラ取付部9を備えると共に
分割ローラ6Aの長手方向に沿ってスライド自在に形成
された複数の支持金具6Bに、一端部分をそれぞれ取り
付けてある。詳しくは、分割ローラ6Aの一端部を、前
記ローラ取付部9の縦壁部分に取り付けてある。そし
て、各支持金具6Bは、図に示す平行リンク形状に形成
された伸縮アーム部6Cの上端部(ジグザグ形状の各頂
部)にそれぞれ連結してあり、何れか一つの支持金具6
Bを、分割ローラ6Aの軸芯方向に移動させると、それ
に伴う前記伸縮アーム部6Cの伸縮によって他の支持金
具6Bも同方向に移動するように構成してある。その
際、平行リンク機構からなる前記伸縮アーム部6Cの作
用により、各支持金具6B相互の間隔寸法は、何れも同
じ(又は、ほぼ同じ)寸法となる。従って、各分割ロー
ラ6Aどうしの間隔寸法を一箇所で調整することで、他
の箇所での分割ローラ6Aどうしの間隔寸法も一括変更
することが可能となる。因みに、前記伸縮アーム部6C
は、その一端部を、支持軸部6の一端側に位置する部分
に固定してあり、支持軸部6の他端側に位置する伸縮ア
ーム部6Cの他端部は、前記支持軸部6の長手方向に沿
って移動できるように構成してある。
As shown in the drawing, each of the split rollers 6A has a roller mounting portion 9 having an "L" cross section and a plurality of support brackets formed to be slidable along the longitudinal direction of the split roller 6A. One end portion is attached to each of 6B. Specifically, one end of the split roller 6 </ b> A is attached to a vertical wall portion of the roller attaching section 9. Each support bracket 6B is connected to the upper end (each zigzag-shaped top) of a telescopic arm 6C formed in a parallel link shape as shown in the figure.
When B is moved in the axial direction of the split roller 6A, the other support fittings 6B are also moved in the same direction due to the expansion and contraction of the telescopic arm 6C. At this time, the spacing between the support brackets 6B is the same (or substantially the same) due to the action of the telescopic arm 6C composed of the parallel link mechanism. Therefore, by adjusting the spacing between the divided rollers 6A at one location, the spacing between the divided rollers 6A at other locations can be changed collectively. Incidentally, the telescopic arm portion 6C
Has one end fixed to a portion located on one end side of the support shaft 6, and the other end of the telescopic arm 6 C located on the other end of the support shaft 6 is connected to the support shaft 6. Is configured to be able to move along the longitudinal direction.

【0017】また、前記支持金具6Bの下端部には、下
方へ突出状態の突起部10を形成してあり、支持金具6
Bの下方には、前記突起部10と嵌合自在な複数の嵌合
穴11aを備えた嵌合長尺金具11を、上下に出退駆動
自在に設けてある。この嵌合長尺金具11を上方へ駆動
させて前記突起部10に前記嵌合穴11aを嵌合させる
ことによって、支持金具6Bどうしの間隔寸法をロック
することが可能となる。この嵌合長尺金具11をロック
機構という。前記嵌合長尺金具11の前記嵌合穴11a
は、幾通りかの前記各分割ローラ6Aの間隔寸法に対応
できるように、それぞれの場合の前記各突起部10の対
応する位置に合わせて多数設けてある。即ち、前記伸縮
アーム部6Cの伸縮によって曲げ対象となる鉄筋網Sの
鉄筋ピッチに合わせて各分割ローラ6Aの位置を変更で
きると共に、その位置を前記ロック機構によって安定維
持することが可能となる。
A projection 10 is formed at the lower end of the support fitting 6B so as to protrude downward.
Below B, a fitting long metal fitting 11 having a plurality of fitting holes 11a capable of fitting with the protrusion 10 is provided so as to be vertically movable. By driving the fitting long metal fitting 11 upward to fit the fitting hole 11a into the projection 10, the distance between the support fittings 6B can be locked. This fitting long metal fitting 11 is called a lock mechanism. The fitting hole 11a of the fitting long metal fitting 11
Are provided in a large number in accordance with the corresponding positions of the respective projecting portions 10 in each case so as to be able to correspond to several intervals of the divided rollers 6A. That is, the position of each split roller 6A can be changed in accordance with the rebar pitch of the rebar net S to be bent by the expansion and contraction of the telescopic arm portion 6C, and the position can be stably maintained by the lock mechanism.

【0018】一方、装置本体5に対する当該支持軸部6
の取り付き関係は、前述のとおり、上下に出退切替駆動
自在に、且つ、支持軸部6の長手方向に沿ってスライド
駆動切替自在に取り付けてあるわけであるが、これらの
上下出退切替駆動機構や、スライド駆動機構は、当該鉄
筋体曲げ装置M上への鉄筋網Sのセット時や、鉄筋網屈
曲作動時や、屈曲加工された鉄筋網Sを当該鉄筋体曲げ
装置Mから取り除くときに随時使用される。即ち、図8
(イ)・図9(イ)に示すように、上下出退切替駆動機
構を引退側に制御しておくと、前記分割ロール6Aは、
各載置竿8上にセットされた鉄筋網Sよりも下方に位置
し、鉄筋網Sとの干渉の無い状態となるから、鉄筋網S
のセットや取り外し、及び、屈曲途中の曲げ駆動装置3
・4の移動等を自由に効率よく実施することが可能とな
る。また、図8(ロ)・図9(ロ)に示すように、前記
上下出退切替駆動機構を突出側に制御すると共に、前記
スライド駆動機構を作動させることで、縦鉄筋S1の上
方に各分割ロール6Aを位置させることができる。前記
上下出退切替駆動機構の移動区間距離は、少なくとも、
前記分割ローラ6A外径寸法と鉄筋網Sの厚み寸法との
合計値より大きい値に、前記スライド駆動機構の移動区
間距離は、少なくとも前記縦鉄筋S1の外径より大きい
値に、それぞれ設定する必要がある。
On the other hand, the support shaft 6 with respect to the apparatus body 5
As described above, the mounting relationship is such that the up / down switching can be driven freely and the slide drive can be switched along the longitudinal direction of the support shaft portion 6. The mechanism and the slide drive mechanism are used when setting the rebar net S on the rebar body bending device M, at the time of the rebar net bending operation, and when removing the bent rebar net S from the rebar body bending device M. Used as needed. That is, FIG.
(A) As shown in FIG. 9 (a), if the up / down switching drive mechanism is controlled to the retreat side, the split roll 6A
Since it is located below the reinforcing bar S set on each mounting rod 8 and there is no interference with the reinforcing bar S, the reinforcing bar S
Set / remove and bending drive 3 during bending
4) It is possible to freely and efficiently carry out the movement of 4 and the like. Also, as shown in FIGS. 8 (b) and 9 (b), by controlling the up / down switching drive mechanism to the projecting side and operating the slide drive mechanism, each of the upper and lower vertical rebars S1 is moved above the vertical rebar S1. The division roll 6A can be located. The moving section distance of the vertical up / down switching drive mechanism is at least
It is necessary to set a value larger than the sum of the outer diameter of the split roller 6A and the thickness of the reinforcing bar net S, and a moving section distance of the slide drive mechanism to at least a value larger than the outer diameter of the vertical reinforcing bar S1. There is.

【0019】また、前記スライド駆動機構の作動に伴っ
ては、前記ローラ取付部9の縦壁が、縦鉄筋S1の側面
に当接して、前記鉄筋体配置空間Vでの所定のセット位
置に鉄筋網Sを誘導するものである。当該実施形態の鉄
筋体曲げ装置Mにおいては、前述の通り、前記第一曲げ
駆動装置3のスライド量L1は、第二曲げ駆動装置4の
スライド量L2より大きくなるように設定してあるか
ら、前記鉄筋体配置空間V上の鉄筋網Sは、平面視にお
いて、図6に示すように、鉄筋体曲げ装置Mの長手方向
に対して縦鉄筋S1が僅かに角度を持つ状態にセットさ
れる。因みに、前記支持軸部6、及び、前記曲げ軸部7
とも、その軸芯J1・J2が鉄筋体曲げ装置Mの幅方向
に沿う状態に設置してある。
Further, with the operation of the slide drive mechanism, the vertical wall of the roller mounting portion 9 comes into contact with the side surface of the vertical reinforcing bar S1, and the reinforcing bar is set at a predetermined set position in the reinforcing bar body arrangement space V. This is for guiding the network S. In the reinforced body bending device M of the present embodiment, as described above, the slide amount L1 of the first bending drive device 3 is set to be larger than the slide amount L2 of the second bending drive device 4, As shown in FIG. 6, the reinforcing bar net S in the reinforcing bar arrangement space V is set in a state where the vertical reinforcing bar S1 has a slight angle with respect to the longitudinal direction of the reinforcing bar bending device M as shown in FIG. Incidentally, the support shaft portion 6 and the bending shaft portion 7
In both cases, the shaft cores J1 and J2 are set so as to extend along the width direction of the reinforcing bar bending device M.

【0020】前記曲げ軸部7は、図7に示すように、曲
げローラ7Aと、前記曲げローラ7Aを補強する補強長
尺部材7Bと、前記曲げローラ7Aと補強長尺部材7B
との両端部を一体連結する一対のフランジ部材7Cとを
設けて構成してあり、前記装置本体5に対しては、前記
両フランジ部材7Cの対応する所定位置に形成された回
転軸Xを介して取り付けてある。従って、前記装置本体
5に備えた電動モータDの回転駆動に伴って、前記曲げ
ローラ7A・補強長尺部材7B・フランジ部材7Cを前
記回転軸X周りに正逆切替自在に回転駆動させることが
可能となる。当該、曲げ軸部7を、金属網1の下方側か
ら上方側へ回動駆動させると、前記曲げローラ7Aで金
属網1を押し上げながら曲げモーメントを作用させて屈
曲させることができる。前記曲げローラ7Aは、断面円
形の金属棒で構成してあり、前記支持軸部6の全長にわ
たる長さに形成してある。前記補強長尺部材7Bは、曲
げローラ7Aの屈曲稼働時における後方側に位置させた
断面円形の一対の金属棒と、金属角パイプとで構成して
あり、前記曲げローラ7Aによる屈曲稼働時に、曲げロ
ーラ7Aの全長にわたってバックアップし、曲げローラ
7Aの撓みを緩和するように構成してある。前記フラン
ジ部材7Cは、図に示すように、回転軸Xの回転軸芯J
3を、前記分割ローラ6Aの軸芯と少しずらして取り付
けてある。これは、曲げローラ7Aが屈曲作動側へ回転
するに伴って分割ローラ6Aとの離間距離が小さくなる
ことで、曲げ対象の鉄筋網Sと回転ローラ7Aとの接当
位置のずれを少なくでき、例えば、前記接当位置に横鉄
筋S2が位置している場合でも、前記横鉄筋S2を前記
曲げローラ7Aが引っ掛けてちぎるといったことを防止
できる。
As shown in FIG. 7, the bending shaft portion 7 includes a bending roller 7A, a long reinforcing member 7B for reinforcing the bending roller 7A, a bending roller 7A and a long reinforcing member 7B.
And a pair of flange members 7C for integrally connecting both ends of the flange member 7C to the apparatus main body 5 through a rotation axis X formed at a predetermined position corresponding to the two flange members 7C. It is attached. Therefore, with the rotation of the electric motor D provided in the apparatus main body 5, the bending roller 7A, the reinforcing elongated member 7B, and the flange member 7C can be rotated around the rotation axis X so as to be freely switchable between normal and reverse. It becomes possible. When the bending shaft portion 7 is rotationally driven from the lower side to the upper side of the metal net 1, the bending moment can be applied while the metal net 1 is being pushed up by the bending roller 7A to be bent. The bending roller 7 </ b> A is formed of a metal rod having a circular cross section, and is formed to have a length extending over the entire length of the support shaft 6. The reinforcing long member 7B is constituted by a pair of metal rods having a circular cross section positioned at the rear side during the bending operation of the bending roller 7A, and a metal square pipe, and at the time of bending operation by the bending roller 7A, It is configured to back up the entire length of the bending roller 7A and reduce the bending of the bending roller 7A. As shown in the drawing, the flange member 7C is provided with a rotation axis J of the rotation axis X.
3 is mounted slightly offset from the axis of the split roller 6A. This is because, as the bending roller 7A rotates to the bending operation side, the separation distance from the split roller 6A becomes smaller, so that the displacement of the contact position between the reinforcing net S to be bent and the rotary roller 7A can be reduced, For example, even when the horizontal reinforcing bar S2 is located at the contact position, the horizontal reinforcing bar S2 can be prevented from being caught by the bending roller 7A.

【0021】一方、前記第一曲げ駆動装置3についての
み備えた構成について説明する。前記第一曲げ駆動装置
3には、鉄筋網Sの前端部に接当して装置上のセット位
置へ誘導自在な位置決め機構12を設けてある。前記位
置決め機構12は、図2に示すように、前記鉄筋網Sの
前端部に対して当接する押付部材12Aと、前記押付部
材12Aを、鉄筋網Sの前方の斜め下から鉄筋網Sのセ
ット予定位置前端部にかけて出退駆動自在な出退駆動装
置12Bとを備えて構成してある。そして、前記出退駆
動装置12Bを引退状態にしている状態においては、前
記押付部材12Aは、鉄筋網Sの載置面より斜め下方に
位置することとなり、前記曲げローラ7Aの駆動の障害
にならない。また、突出状態においては、前記押付部材
12Aが鉄筋網Sの前端部に当接し、セット予定位置ま
で誘導することができる。
On the other hand, a configuration provided only for the first bending driving device 3 will be described. The first bending driving device 3 is provided with a positioning mechanism 12 which comes into contact with the front end of the reinforcing bar net S and can be guided to a set position on the device. As shown in FIG. 2, the positioning mechanism 12 includes a pressing member 12 </ b> A that abuts against a front end portion of the reinforcing bar net S, and the pressing member 12 </ b> A An extension / retraction drive device 12B is provided which is capable of being extended and retracted toward the front end of the predetermined position. Then, in a state where the retracting drive device 12B is in the retracted state, the pressing member 12A is positioned obliquely below the mounting surface of the reinforcing bar net S, and does not hinder the driving of the bending roller 7A. . In the protruding state, the pressing member 12 </ b> A comes into contact with the front end of the reinforcing steel bar S, and can be guided to the set scheduled position.

【0022】本実施形態の鉄筋体曲げ装置Mによる屈曲
メカニズムについて説明する。当該鉄筋体曲げ装置Mに
おいては、前記支持軸部6、及び、前記曲げ軸部7と
も、その軸芯J1・J2が鉄筋体曲げ装置Mの幅方向に
沿う状態に設置してあると共に、前記鉄筋体配置空間V
上では、鉄筋網Sは、上述の通り、平面視において、図
6に示すように、鉄筋体曲げ装置Mの長手方向に対して
縦鉄筋S1が僅かに角度を持つ状態にセットされる。即
ち、鉄筋体配置空間V上に載置された鉄筋網Sを主体と
してみた場合、平面視において縦鉄筋本体S12の鉄筋
軸芯J4に直交する直交軸芯J5に対して、前記曲げ軸
部7の回転軸芯J3が傾斜するように曲げ軸部7が構成
してある訳である。従って、前記曲げ軸部7の曲げ駆動
に伴って、縦鉄筋S1の屈曲端部S11は支持軸部6周
りに起き上がってくるが、その屈曲端部S11の移動軌
跡を含む仮想面Kは、前記支持竿2C上の縦鉄筋本体S
12の鉄筋軸芯J4に対して角度をもって交わる状態と
なる。従って、縦鉄筋S1の両端部側をそれぞれ屈曲さ
せて筒形状の鉄筋網Sとした場合、縦鉄筋S1の両端部
どうしは、鉄筋網Sの筒軸芯方向に沿って僅かに位置ず
れし、干渉し合うことが防止される。このように鉄筋網
Sの両端部どうしの干渉を防止できるのは、前記直交軸
芯J5に対して前記回転軸芯J3が傾斜するように曲げ
軸部7を構成してあることに由来し、このような曲げ軸
部7の取付構造をもって屈曲手段20という。
The bending mechanism of the rebar bending apparatus M according to this embodiment will be described. In the reinforcing bar bending apparatus M, both the support shaft portion 6 and the bending shaft portion 7 have their axes J1 and J2 installed along the width direction of the reinforcing bar bending device M. Reinforcing body placement space V
As described above, the reinforcing bar net S is set in a state where the vertical reinforcing bar S1 has a slight angle with respect to the longitudinal direction of the reinforcing bar bending device M in a plan view, as described above. That is, in the case where the reinforcement net S placed on the reinforcement body placement space V is mainly used, the bending axis portion 7 is positioned with respect to the orthogonal axis J5 orthogonal to the reinforcement axis J4 of the vertical reinforcing bar main body S12 in a plan view. That is, the bending shaft portion 7 is configured so that the rotation shaft core J3 of FIG. Accordingly, the bending end S11 of the vertical rebar S1 rises around the support shaft 6 with the bending drive of the bending shaft 7, but the virtual plane K including the movement trajectory of the bending end S11 is as described above. Vertical rebar main body S on support rod 2C
Twelve rebar shaft cores J4 intersect at an angle. Therefore, when the both ends of the vertical reinforcing bar S1 are bent to form a cylindrical reinforcing bar network S, the both ends of the vertical reinforcing bar S1 are slightly displaced along the cylinder axis direction of the reinforcing bar network S, Interference is prevented. The reason that the interference between the both ends of the reinforcing steel net S can be prevented in this way is that the bending axis portion 7 is configured so that the rotation axis J3 is inclined with respect to the orthogonal axis J5, Such a mounting structure of the bending shaft portion 7 is referred to as a bending means 20.

【0023】次に、鉄筋網Sの屈曲動作の一形態につい
て説明する。但し、屈曲させる鉄筋網Sの寸法(外形寸
法・縦横鉄筋ピッチ) [1] 前記各載置竿2C・8上に鉄筋網Sを載置し、
前記位置決め機構12でセット予定位置に鉄筋網Sを誘
導する。但し、前記両曲げ駆動装置3・4の位置は、鉄
筋網Sの端部より、所定距離ほど内側に位置させてあ
り、各分割ローラ6Aは、鉄筋網Sの下方に引退させて
ある。 [2] 前記分割ローラ6Aが、鉄筋網Sの縦鉄筋S1
の上方に位置するように前記支持軸部6を駆動させると
共に、曲げローラ7Aを駆動させて、鉄筋網Sの縦鉄筋
S1前後端部にフック部13を屈曲形成する(図12
(イ)・13(イ)参照)。 [3] 一方の曲げ駆動装置3(又は、他方の曲げ駆動
装置4)の曲げローラ7Aを元の位置に戻すと共に、分
割ローラ6Aを下方へ引退させた後、その曲げ駆動装置
3(4)を、他方の曲げ駆動装置4(又は、一方の曲げ
駆動装置3)側へ所定距離スライドさせる(図13
(ロ)参照)。 [4] 一方の曲げ駆動装置3(又は、他方の曲げ駆動
装置4)の分割ローラ6Aを縦鉄筋S1の上方に位置さ
せると共に、曲げローラ7Aを駆動させて鉄筋網Sを9
0度(又は、ほぼ90度)屈曲させ後、他方の曲げ駆動
装置4(又は、一方の曲げ駆動装置3)の曲げローラ7
Aを元の位置に戻すと共に、分割ローラ6Aを下方へ引
退させた後、その曲げ駆動装置4(3)を、一方の曲げ
駆動装置3(又は、他方の曲げ駆動装置4)側へ所定距
離スライドさせる(図12(ロ)・13(ハ)参照)。 [5] 他方の曲げ駆動装置4(又は、一方の曲げ駆動
装置3)の分割ローラ6Aを縦鉄筋S1の上方に位置さ
せると共に、曲げローラ7Aを駆動させて鉄筋網Sを9
0度(又は、ほぼ90度)屈曲させ後、一方の曲げ駆動
装置3(又は、他方の曲げ駆動装置4)の曲げローラ7
Aを元の位置に戻すと共に、分割ローラ6Aを下方へ引
退させる。この状態においては、縦鉄筋S1が『U』字
形状となるように鉄筋網Sを屈曲加工することができる
(図12(ハ)・13(ニ)参照)。 [6] また、更に屈曲加工する場合には、一方の曲げ
駆動装置3(4)を、他方の曲げ駆動装置4(又は、一
方の曲げ駆動装置3)側へ所定距離スライドさせてか
ら、分割ローラ6Aを縦鉄筋S1の上方に位置させると
共に、曲げローラ7Aを駆動させて鉄筋網Sを90度
(又は、ほぼ90度)屈曲させることで、前記縦鉄筋S
1が矩形形状となるように鉄筋網Sを屈曲加工すること
ができる(図12(ニ)参照)。 尚、前記[5]・[6]で屈曲させた鉄筋網Sを装置か
ら取り外す場合は、前記各曲げ駆動装置3・4の曲げロ
ーラ7A・分割ローラ6Aは、それぞれ初期の位置に戻
す。
Next, an embodiment of the bending operation of the reinforcing bar S will be described. However, the dimensions of the rebar net S to be bent (external dimensions / vertical and horizontal rebar pitch) [1] The rebar net S is placed on each of the placing rods 2C and 8;
The positioning mechanism 12 guides the rebar net S to the set position. However, the positions of the both bending driving devices 3 and 4 are located at a predetermined distance inward from the end of the reinforcing bar net S, and each split roller 6A is retracted below the reinforcing bar net S. [2] The split roller 6A is provided with a vertical reinforcing bar S1 of the reinforcing bar network S.
The hook 13 is bent at the front and rear ends of the longitudinal reinforcing bar S1 of the reinforcing bar network S by driving the supporting shaft portion 6 and the bending roller 7A so as to be positioned above (FIG. 12).
(A) and 13 (A)). [3] After returning the bending roller 7A of one bending driving device 3 (or the other bending driving device 4) to the original position and retreating the split roller 6A downward, the bending driving device 3 (4) Is moved a predetermined distance toward the other bending driving device 4 (or one bending driving device 3) (FIG. 13).
(B)). [4] The split roller 6A of one bending driving device 3 (or the other bending driving device 4) is positioned above the vertical reinforcing bar S1, and the bending roller 7A is driven to form the reinforcing bar net S by 9
After bending by 0 degree (or almost 90 degrees), the bending roller 7 of the other bending drive device 4 (or one bending drive device 3).
A is returned to the original position, and after the split roller 6A is retracted downward, the bending driving device 4 (3) is moved toward the one bending driving device 3 (or the other bending driving device 4) by a predetermined distance. Slide (see FIGS. 12 (b) and 13 (c)). [5] The split roller 6A of the other bending drive device 4 (or one bending drive device 3) is positioned above the vertical reinforcing bar S1, and the bending roller 7A is driven to form the reinforcing bar network S 9.
After bending by 0 degree (or almost 90 degrees), the bending roller 7 of one bending driving device 3 (or the other bending driving device 4)
A is returned to the original position, and the split roller 6A is retracted downward. In this state, the reinforcing bar net S can be bent so that the vertical reinforcing bar S1 has a “U” shape (see FIGS. 12C and 13D). [6] In the case of further bending, one bending driving device 3 (4) is slid to the other bending driving device 4 (or one bending driving device 3) side by a predetermined distance, and then divided. The roller 6A is positioned above the vertical rebar S1, and the bending roller 7A is driven to bend the rebar network S by 90 degrees (or almost 90 degrees), thereby to reinforce the vertical rebar S.
The rebar net S can be bent so that 1 has a rectangular shape (see FIG. 12D). When the reinforcing wire net S bent in [5] and [6] is removed from the device, the bending roller 7A and the split roller 6A of each of the bending driving devices 3.4 are returned to their initial positions.

【0024】上述の屈曲方法は、基本的に、曲げ駆動装
置を移動させる際には鉄筋網Sは、移動させない状態で
実施したが、他の方法として、曲げローラ7Aで屈曲た
状態のまま鉄筋網Sごと曲げ駆動装置を移動させて、次
の曲げ工程に移る方法もある。但し、その場合は、移動
させた鉄筋網Sの先端部が、鉄筋曲げ装置Mから外側へ
はみ出る危険性があるため、その部分に人が立ち入った
り、荷物や他の機械等を置くといったことをなくす必要
があり、装置周りに余分なスペースを必要とすることと
なる。従って、上の実施形態で説明した曲げ方法によれ
ば、それらの問題点が解消され、装置周りに、余分なス
ペースを確保する必要がなくなる。
The above-described bending method is basically performed without moving the rebar net S when moving the bending driving device. However, as another method, the rebar network S is bent while being bent by the bending roller 7A. There is also a method in which the bending driving device is moved together with the net S to move to the next bending step. However, in this case, there is a risk that the tip of the rebar net S that has been moved may protrude outward from the rebar bending device M, so that a person may enter the portion or place luggage or other machines. Need to be eliminated, which requires extra space around the device. Therefore, according to the bending method described in the above embodiment, those problems are solved, and it is not necessary to secure an extra space around the device.

【0025】〔別実施形態〕以下に他の実施の形態を説
明する。
[Another Embodiment] Another embodiment will be described below.

【0026】〈1〉 前記鉄筋体1は、先の実施形態で
説明した鉄筋網Sに限るものではなく、例えば、縦鉄筋
S1のみであってもよく、更には、単数本や、複数本を
まとめて屈曲させることも可能である。それらを総称し
て鉄筋体1という。 〈2〉 当該鉄筋体曲げ装置Mは、先の実施形態で説明
したように一対の鉄筋曲げ部3・4を備えたものに限る
ものではなく、例えば、単独の鉄筋曲げ部を備えて構成
してあるものや、三つ以上の鉄筋曲げ部を備えて構成し
てあるものであってもよい。 〈3〉 前記屈曲手段20は、先の実施形態で説明した
鉄筋体1に対する屈曲力点部7の取付構造によって構成
してあるものに限らず、例えば、図14に示すように、
支持部2Cに、鉄筋体1を所定の姿勢に位置決めした状
態で支持自在な溝部14を形成し、この溝部14の溝方
向を、平面視において、屈曲力点部7の回転軸芯J3と
90度より僅かに大きいか、又は、90度より僅かに小
さい状態になるように設定することで構成してあっても
よい。また、その際、前記溝部14は、支持部2Cの長
手方向に間隔をあけて複数設けてあってもよいし、又
は、一つのみ設けてあってもよい。一つの溝を設ける場
合には、例えば、単独の鉄筋を屈曲させるときに使用で
きるのをはじめ、鉄筋網Sを屈曲させるときには、複数
の縦鉄筋S1の内の一本を嵌合させて姿勢決定すること
ができ、縦鉄筋S1のピッチの異なる鉄筋網Sに対して
も対応することが可能となり、汎用性を向上させること
が可能となる。 〈4〉 また、屈曲手段20の別の実施形態としては、
図15に示すように、屈曲力点部を円錐台形状の外周面
を備えた曲げ軸部15で構成したり、又は、屈曲支点部
を円錐台形状の外周面を備えた支持軸部16で構成した
り、また、それらの組み合わせで構成するものであって
もよく、何れの場合も、屈曲に伴って鉄筋体1の両端部
どうしが干渉するのを防止することが可能である。前記
〈3〉の実施形態や、本実施形態を含めて屈曲手段20
と総称する。
<1> The reinforcing bar 1 is not limited to the reinforcing bar network S described in the above embodiment, and may be, for example, only the vertical reinforcing bar S1. It is also possible to bend. These are collectively referred to as reinforced body 1. <2> The reinforcing bar bending device M is not limited to the one having the pair of reinforcing bar bending portions 3 and 4 as described in the above embodiment, and may be configured to include a single reinforcing bar bending portion, for example. Or a structure provided with three or more rebar bending portions. <3> The bending means 20 is not limited to the one configured by the mounting structure of the bending force point portion 7 with respect to the reinforcing bar 1 described in the above embodiment. For example, as shown in FIG.
A groove 14 that can be supported is formed on the support portion 2C in a state where the reinforcing bar 1 is positioned in a predetermined posture, and the groove direction of the groove 14 is 90 degrees with the rotation axis J3 of the bending force point portion 7 in a plan view. It may be configured to be set to be slightly larger or slightly smaller than 90 degrees. In this case, a plurality of the groove portions 14 may be provided at intervals in the longitudinal direction of the support portion 2C, or only one groove portion 14 may be provided. In the case where one groove is provided, for example, it can be used when bending a single reinforcing bar, and when bending the reinforcing bar network S, one of a plurality of vertical reinforcing bars S1 is fitted to determine the posture. Therefore, it is possible to cope with a reinforcing bar network S having different pitches of the vertical reinforcing bars S1, and it is possible to improve versatility. <4> Further, as another embodiment of the bending means 20,
As shown in FIG. 15, the bending force point portion is constituted by a bending shaft portion 15 having a truncated cone-shaped outer peripheral surface, or the bending fulcrum portion is constituted by a support shaft portion 16 having a truncated cone-shaped outer peripheral surface. Or a combination thereof. In any case, it is possible to prevent both ends of the reinforcing bar 1 from interfering with each other due to bending. The bending means 20 including the embodiment of the above <3> and this embodiment
Collectively.

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

【図1】鉄筋体曲げ装置を示す斜視図FIG. 1 is a perspective view showing a reinforcing member bending apparatus.

【図2】曲げ駆動装置を示す斜視図FIG. 2 is a perspective view showing a bending driving device.

【図3】曲げ駆動装置を示す平面図FIG. 3 is a plan view showing a bending driving device.

【図4】支持軸部を示す斜視図FIG. 4 is a perspective view showing a support shaft.

【図5】伸縮アーム部を示す説明図FIG. 5 is an explanatory view showing a telescopic arm unit.

【図6】鉄筋網の配置状況を示す上面図FIG. 6 is a top view showing an arrangement state of a reinforcing mesh.

【図7】曲げ駆動装置を示す側面視の要部断面図FIG. 7 is a cross-sectional view of a main part of a side view showing the bending drive device.

【図8】支持軸部の作用を説明する説明図FIG. 8 is an explanatory diagram for explaining the operation of the support shaft.

【図9】支持軸部の作用を説明する説明図FIG. 9 is an explanatory view for explaining the operation of the support shaft.

【図10】曲げ軸部の作用を説明する説明図FIG. 10 is an explanatory view for explaining an operation of a bending shaft portion.

【図11】鉄筋網の配置状況を示す要部平面図FIG. 11 is a plan view of a main part showing an arrangement state of a reinforcing bar net;

【図12】鉄筋網の曲げ手順を示す説明図FIG. 12 is an explanatory diagram showing a bending procedure of a reinforcing mesh.

【図13】鉄筋網の曲げ手順を示す説明図FIG. 13 is an explanatory diagram showing a bending procedure of a reinforcing net.

【図14】別実施形態の鉄筋体曲げ装置を示す上面図FIG. 14 is a top view showing a rebar bending apparatus according to another embodiment.

【図15】別実施形態の鉄筋体曲げ装置の要部を示す上
面図
FIG. 15 is a top view showing a main part of a reinforcing bar bending apparatus according to another embodiment.

【図16】従来の鉄筋体曲げ装置の要部を示す説明図FIG. 16 is an explanatory view showing a main part of a conventional reinforcing body bending apparatus.

【符号の説明】[Explanation of symbols]

1 鉄筋体 2C 支持部 3 鉄筋曲げ部 4 鉄筋曲げ部 6 屈曲支点部 7 屈曲力点部 20 屈曲手段 K 仮想面 S 鉄筋網 S1 縦鉄筋 S2 横鉄筋 S11 屈曲端部 S12 縦鉄筋本体 V 鉄筋体配置空間 J3 回転軸芯 J4 鉄筋軸芯 J5 直交軸芯 DESCRIPTION OF SYMBOLS 1 Reinforcement body 2C support part 3 Reinforcement bending part 4 Reinforcement bending part 6 Bending fulcrum part 7 Bending force point part 20 Bending means K Virtual surface S Reinforcing network S1 Vertical reinforcing bar S2 Horizontal reinforcing bar S11 Bending end S12 Vertical reinforcing bar main body V Rebar mounting space J3 Rotation axis J4 Reinforcing axis J5 Orthogonal axis

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 曲げ対象の鉄筋体を鉄筋体配置空間で支
持する支持部を設け、鉄筋体屈曲動作時に曲げ支点とな
る屈曲支点部と、鉄筋体屈曲動作時に前記鉄筋体に曲げ
力を作用させる屈曲力点部とを、前記鉄筋体配置空間を
挟んで設け、前記屈曲支点部周りに前記屈曲力点部を移
動させて、前記鉄筋体配置空間に配置した前記鉄筋体に
対して曲げ力を加える屈曲動作によって、前記鉄筋体を
前記屈曲支点部との接当部分で屈曲自在な鉄筋体曲げ装
置であって、 前記屈曲動作に伴って前記屈曲支点部周りに移動する前
記鉄筋体の屈曲端部の移動軌跡を含む仮想面が、前記支
持部で支持された鉄筋体本体の鉄筋軸芯に対して角度を
もって交わる状態に前記鉄筋体を屈曲させる屈曲手段を
備えてある鉄筋体曲げ装置。
A supporting portion for supporting a reinforcing member to be bent in a reinforcing member arrangement space is provided, and a bending fulcrum portion serving as a bending fulcrum during a bending operation of a reinforcing member, and a bending force acting on the reinforcing member during a bending operation of the reinforcing member. A bending force point portion to be provided is provided with the reinforcing bar arrangement space interposed therebetween, and the bending force point portion is moved around the bending fulcrum portion to apply a bending force to the rebar body arranged in the reinforcing bar arrangement space. A bending device for bending a reinforcing bar at a contact portion with the bending fulcrum portion by a bending operation, wherein the bending end portion of the reinforcing bar moves around the bending fulcrum portion with the bending operation. A bending surface for bending the reinforcing bar so that a virtual plane including the movement trajectory intersects at an angle with a reinforcing rod axis of the reinforcing bar body supported by the supporter.
【請求項2】 前記屈曲手段は、前記鉄筋体本体の鉄筋
軸芯に直交する直交軸芯に対して前記屈曲力点部の回転
軸芯が傾斜するように前記屈曲力点部を形成することで
構成してある請求項1に記載の鉄筋体曲げ装置。
2. The bending means is formed by forming the bending force point portion such that a rotation axis of the bending force point portion is inclined with respect to an orthogonal axis orthogonal to a reinforcing bar axis of the reinforcing bar body. 2. The bending apparatus according to claim 1, wherein
【請求項3】 前記鉄筋体は、複数の縦鉄筋と複数の横
鉄筋とを交差状態に組んで一体化してある鉄筋網であ
り、前記各縦鉄筋それぞれに対応させて各別に屈曲支点
部と前記屈曲力点部とを設けてある請求項1、又は、2
に記載の鉄筋体曲げ装置。
3. The rebar body is a rebar network in which a plurality of vertical rebars and a plurality of horizontal rebars are assembled in an intersecting state and integrated, and a bending fulcrum portion is provided for each of the vertical rebars. 3. The method according to claim 1, wherein the bending force point portion is provided.
A bending device for a reinforced body according to claim 1.
【請求項4】 前記屈曲支点部と前記屈曲力点部とを備
えて構成した鉄筋曲げ部の一対を、前記鉄筋体配置空間
の前記鉄筋体に沿って相対的に近接離間自在に設けてあ
る請求項1〜3の何れか一項に記載の鉄筋体曲げ装置。
4. A pair of reinforcing bar bending portions each including the bending fulcrum portion and the bending force point portion are provided so as to be relatively close to and separated from each other along the reinforcing bar in the reinforcing bar arrangement space. Item 4. The reinforcing bar bending device according to any one of Items 1 to 3.
JP23677999A 1999-08-24 1999-08-24 Rebar bending machine Expired - Fee Related JP4334077B2 (en)

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JP4334077B2 JP4334077B2 (en) 2009-09-16

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JP2009142863A (en) * 2007-12-14 2009-07-02 Toyo Kensetsu Koki Kk Reticulate bar bending machine
KR102101463B1 (en) * 2020-01-10 2020-05-15 백일봉 Bending machine of welded steel mesh for mesh fence
KR102264022B1 (en) * 2021-03-11 2021-06-11 현대휀스개발(주) Bending machine of welded steel mesh
CN113369412A (en) * 2021-06-24 2021-09-10 中铁十一局集团桥梁有限公司 Method, device and equipment for bending steel bar and readable storage medium
CN117644139A (en) * 2024-01-29 2024-03-05 潍坊新茂机械配套有限公司 Reverse automatic feeding bending control system

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009142863A (en) * 2007-12-14 2009-07-02 Toyo Kensetsu Koki Kk Reticulate bar bending machine
KR102101463B1 (en) * 2020-01-10 2020-05-15 백일봉 Bending machine of welded steel mesh for mesh fence
KR102264022B1 (en) * 2021-03-11 2021-06-11 현대휀스개발(주) Bending machine of welded steel mesh
CN113369412A (en) * 2021-06-24 2021-09-10 中铁十一局集团桥梁有限公司 Method, device and equipment for bending steel bar and readable storage medium
CN113369412B (en) * 2021-06-24 2023-04-11 中铁十一局集团桥梁有限公司 Method, device and equipment for bending steel bar and readable storage medium
CN117644139A (en) * 2024-01-29 2024-03-05 潍坊新茂机械配套有限公司 Reverse automatic feeding bending control system
CN117644139B (en) * 2024-01-29 2024-04-09 潍坊新茂机械配套有限公司 Reverse automatic feeding bending control system

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