JP6202406B2 - Method for producing reinforced steel bars for reinforced concrete - Google Patents

Method for producing reinforced steel bars for reinforced concrete Download PDF

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JP6202406B2
JP6202406B2 JP2016008660A JP2016008660A JP6202406B2 JP 6202406 B2 JP6202406 B2 JP 6202406B2 JP 2016008660 A JP2016008660 A JP 2016008660A JP 2016008660 A JP2016008660 A JP 2016008660A JP 6202406 B2 JP6202406 B2 JP 6202406B2
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reinforcing bar
bending
bending head
reinforcing
work surface
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JP2016093847A (en
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ルポリ,シモン
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シュネル エス.ピー.エー.
シュネル エス.ピー.エー.
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D11/00Bending not restricted to forms of material mentioned in only one of groups B21D5/00, B21D7/00, B21D9/00; Bending not provided for in groups B21D5/00 - B21D9/00; Twisting
    • B21D11/10Bending specially adapted to produce specific articles, e.g. leaf springs
    • B21D11/12Bending specially adapted to produce specific articles, e.g. leaf springs the articles being reinforcements for concrete
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F1/00Bending wire other than coiling; Straightening wire

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  • Mechanical Engineering (AREA)
  • Wire Processing (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)

Description

本発明は、強化コンクリート用の強化した鉄を製造する方法に関する。   The present invention relates to a method for producing reinforced iron for reinforced concrete.

金属製のあばら筋、一般的には強化コンクリート用の強化鉄(鉄筋)を製造するために、鉄筋折り曲げ装置と称する自動機械が用いられている。この鉄筋折り曲げ装置は、強化鉄筋を得るために金属線(鉄筋)を引き抜く手段と、強化鉄筋を成形するために、この金属線の一部を切断する手段と、所望の形状に金属線を折り曲げるための折り曲げヘッドとを具備する。   In order to produce metallic stirrups, generally reinforced iron (rebars) for reinforced concrete, automatic machines called rebar bending devices are used. This reinforcing bar bending apparatus is configured to pull out a metal wire (rebar) in order to obtain a reinforced reinforcing bar, to cut a part of the metal wire to form a reinforced reinforcing bar, and to bend the metal wire into a desired shape. And a folding head.

この鉄筋折り曲げ装置を構成する工作装置は、鉄筋の供給軸に沿って順番に配置されている。この様な工作装置は、従来の実施例においては、作業線軸上に近接して配置されている。これにより折り曲げステップの間、鉄筋は、作業面から突出した工作装置の一部と接触する、例えば引き抜き装置と切断装置のハウジングと接触し、これにより鉄筋を理想の形成面から一部立ち上げてしまう。その結果、加工中の鉄筋は、好ましくない応力を受け、その結果、得られた強化鉄筋がひび割れる傾向にある。複数の強化鉄筋を同一面に形成するアプリケーションでも、上記の欠陥はあまり改善されない。
この様な欠陥は、大きな強化鉄筋を形成する場合、例えばU字型の強化鉄筋を生成する場合は、好ましくない応力を受けやすくなり、その結果、折り曲げステップの間の鉄筋の折り曲げ半径が大きくなる。
The machine tool which comprises this reinforcing bar bending apparatus is arrange | positioned in order along the supply axis | shaft of a reinforcing bar. Such a machine tool is arranged close to the work line axis in the conventional embodiment. In this way, during the bending step, the rebar comes into contact with a part of the machine tool protruding from the work surface, for example, with the drawing device and the housing of the cutting device, so that the rebar is partially raised from the ideal forming surface. End up. As a result, the reinforcing bars under processing are subjected to undesirable stress, and as a result, the obtained reinforcing bars tend to crack. Even in an application where a plurality of reinforcing bars are formed on the same surface, the above defects are not improved so much.
Such defects are susceptible to undesired stresses when forming large reinforcing bars, for example when generating U-shaped reinforcing bars, resulting in a large bending radius of the reinforcing bars during the folding step. .

ヨーロッパ特許第379043号明細書European Patent No. 379043 特許権第1242690号明細書Patent No. 1242690 specification ヨーロッパ特許第0865842号明細書European Patent No. 0865842

鉄筋折り曲げ装置は、引き抜き補助手段を、鉄筋の供給方向に沿って折り曲げヘッドの下流側に配置し、切断後1本の強化鉄筋を成形する為に、鉄筋の一部を処理する。これに関しては、特許文献1を参照のこと。この様な鉄筋折り曲げ装置は、強化鉄筋の両端に折り曲げ部分を形成している。   In the reinforcing bar bending apparatus, the drawing auxiliary means is disposed on the downstream side of the bending head along the reinforcing bar supply direction, and a part of the reinforcing bar is processed to form one reinforcing bar after cutting. For this, see US Pat. Such a reinforcing bar bending apparatus forms bent portions at both ends of the reinforcing reinforcing bar.

特許文献2も、、折り曲げヘッド上に鉄筋を移動させる為に、上記の引き抜き補助手段を、格納位置と、作業面レベルの作業位置と作業面から更に突出した位置との間を移動可能に配置する鉄筋折り曲げ装置を開示する。   Also in Patent Document 2, in order to move the reinforcing bar on the bending head, the above-described extraction assisting means is disposed so as to be movable between a storage position, a work position at the work surface level, and a position further protruding from the work surface. A rebar bending apparatus is disclosed.

しかし上記のいずれの解決方法も、強化鉄筋を同一面上に形成する、特に大型の強化鉄筋を同一面上に形成する際に発生する問題を解決するものではない。   However, any of the above solutions does not solve the problem that occurs when reinforcing bars are formed on the same plane, particularly when large reinforcing bars are formed on the same plane.

本発明の目的は、前記の課題を解決することである。本発明により、強化コンクリート用の強化鉄筋を最適に製造する方法が、特に鉄筋が同一平面で折り曲げられるような強化鉄筋を製造する方法が、提供できる。   The object of the present invention is to solve the aforementioned problems. According to the present invention, it is possible to provide a method for optimally manufacturing a reinforced reinforcing bar for reinforced concrete, particularly a method for manufacturing a reinforced reinforcing bar in which the reinforcing bar is bent in the same plane.

本発明の目的は、強化コンクリート用の強化鉄筋、特に大型の強化鉄筋を製造する方法を提供することである。   The object of the present invention is to provide a method for producing reinforced reinforcing bars for reinforced concrete, in particular large reinforced reinforcing bars.

本発明の他の目的は、強化鉄筋を製造する方法を、簡単な構造で信頼性のある動作、機能及び割安の装置を用いて実現することである。   Another object of the present invention is to realize a method of manufacturing a reinforced steel bar with a simple structure and a reliable operation, function and cheap device.

上記の機能は、本発明によれば、請求項1記載の強化コンクリート用の強化鉄筋を製造する方法で得られる。   According to the present invention, the above function is obtained by the method for producing a reinforced reinforcing bar for reinforced concrete according to claim 1.

本発明によれば、強化コンクリート用の強化鉄筋を形成するために、鉄筋を所定長さの部分を切断し、そして作業面から離れた位置に、この鉄筋の切断部分を動かし、これにより、鉄筋の一部に対し、1回又は複数回の折り曲げステップを実行する。しかしこれらのステップの間中、この鉄筋は、作業面から突出した装置の一部とは干渉(接触)することはない。   According to the present invention, in order to form a reinforced reinforcing bar for reinforced concrete, the reinforcing bar is cut at a predetermined length, and the cutting portion of the reinforcing bar is moved to a position away from the work surface. One or a plurality of folding steps are performed on a part of. However, during these steps, the rebar does not interfere (contact) with the part of the device protruding from the work surface.

鉄筋の切断部分を動かすことは、鉄筋から突出した位置に、折り曲げヘッドと補助延伸手段を移動させるにより行われる。補助延伸手段は、折り曲げヘッドの下流側に配置されている。これにより鉄筋の同一の部分に係合できる。   The cutting portion of the reinforcing bar is moved by moving the bending head and the auxiliary stretching means to a position protruding from the reinforcing bar. The auxiliary stretching means is disposed on the downstream side of the bending head. Thereby, it can engage with the same part of a reinforcing bar.

手動による本発明の方法は、前記の補助延伸手段を駆動して、鉄筋の切断部分を供給方向とは反対方向に所定距離移動させて、折り曲げヘッドで、鉄筋の切断部分を少なくとも1回折り曲げる。   In the manual method of the present invention, the auxiliary stretching means is driven to move the cut portion of the reinforcing bar by a predetermined distance in the direction opposite to the supply direction, and the bent portion is bent at least once by the bending head.

特に本発明の方法は、補助延伸手段を駆動するステップを繰り返して、鉄筋の先端部分を供給方向とは反対方向にシフトさせ、折り曲げヘッドで、鉄筋の切断部分に対し行われる折り曲げ箇所に等しい回数だけ折り曲げて、強化鉄筋を得る。   In particular, the method of the present invention repeats the step of driving the auxiliary stretching means to shift the tip portion of the reinforcing bar in the direction opposite to the supply direction, and the folding head performs the same number of times as the bending portion performed on the cutting portion of the reinforcing bar. Just bend and get reinforced bars.

強化コンクリート用の強化鉄筋を製造する鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus which manufactures the reinforcing steel bar for reinforced concrete. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の一実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of one Example of this invention. 本発明の他の実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of the other Example of this invention. 本発明の他の実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of the other Example of this invention. 本発明の他の実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of the other Example of this invention. 本発明の他の実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of the other Example of this invention. 本発明の他の実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。The perspective view of the bending area | region of the reinforcing bar bending apparatus in the continuous operation | movement step of the method of the other Example of this invention. 本発明の更なる実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。FIG. 5 is a perspective view of a bending region of a reinforcing bar bending apparatus in successive operation steps of a method according to a further embodiment of the present invention. 本発明の更なる実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。FIG. 5 is a perspective view of a bending region of a reinforcing bar bending apparatus in successive operation steps of a method according to a further embodiment of the present invention. 本発明の更なる実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。FIG. 5 is a perspective view of a bending region of a reinforcing bar bending apparatus in successive operation steps of a method according to a further embodiment of the present invention. 本発明の更なる実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。FIG. 5 is a perspective view of a bending region of a reinforcing bar bending apparatus in successive operation steps of a method according to a further embodiment of the present invention. 本発明の更なる実施例の方法の連続する動作ステップにおける鉄筋折り曲げ装置の折り曲げ領域の斜視図。FIG. 5 is a perspective view of a bending region of a reinforcing bar bending apparatus in successive operation steps of a method according to a further embodiment of the present invention.

図1−9において、鉄筋2を折り曲げる装置の折り曲げ領域を参照番号1で示す。鉄筋折り曲げ装置は折り曲げヘッド3を具備する。この折り曲げヘッド3は、作業面10の下に格納され切り離された開放位置(図1)と、作業面10から突出した作業位置(図2)との間を移動可能である。この折り曲げヘッド3は折り曲げピン4を具備する。折り曲げピン4は、作業面10に直立し、折り曲げヘッド3の回転軸とは同軸ではなく、折りめげヘッド3の回転軸を中心に回転するよう搭載される。折り曲げヘッド3は更にマンドレル5を具備する。このマンドレル5は、一組の半月形状体5a,5bにより構成される。この半月形状体5a,5bが、鉄筋2の供給方向の長手軸方向にチャネル6を規定する。半月形状体5a,5bは、両側から折り曲げるために上記した以外の形状も採りうる。半月形状体5a,5bは互いに勝手違いである。   In FIG. 1-9, the bending area | region of the apparatus which bends the reinforcing bar 2 is shown with the reference number 1. FIG. The reinforcing bar bending apparatus includes a bending head 3. The bending head 3 is movable between an open position (FIG. 1) stored and separated under the work surface 10 and a work position (FIG. 2) protruding from the work surface 10. The bending head 3 includes a bending pin 4. The bending pin 4 stands upright on the work surface 10 and is mounted so as to rotate about the rotation axis of the folding head 3 instead of being coaxial with the rotation axis of the bending head 3. The bending head 3 further comprises a mandrel 5. The mandrel 5 is composed of a set of half-moon shaped bodies 5a and 5b. These half-moon shaped bodies 5a and 5b define the channel 6 in the longitudinal axis direction of the reinforcing bar 2 supply direction. The half-moon shaped bodies 5a and 5b can take shapes other than those described above in order to bend from both sides. The half-moon shaped bodies 5a and 5b are different from each other.

鉄筋2は、矢印Aの方向に沿って、折り曲げヘッド3に、鉄筋の延伸手段(図示せず)を介して供給される。この様な延伸手段は、保護ハウジング11内に収納されている。この保護ハウジング11は、作業面10から突出し、折り曲げヘッド3の上流側に配置される。   The rebar 2 is supplied along the direction of arrow A to the bending head 3 via a rebar extension means (not shown). Such a stretching means is accommodated in the protective housing 11. The protective housing 11 protrudes from the work surface 10 and is disposed on the upstream side of the bending head 3.

鉄筋2の供給方向Aに沿って、折り曲げヘッド3の下流側に補助延伸手段7が具備される。この補助延伸手段7は、折り曲げヘッド3の上流側にある延伸手段と整合している。この補助延伸手段7は、作業面10の下に位置する開放位置と、作業面10のレベルの第1作業位置と、作業面10から更に突出する第2作業位置との間を動く。補助延伸手段7は、反対方向に回転する一組の引き抜き回転車8から構成される。以下に説明するように、鉄筋2は、第1作業位置で補助延伸手段7に係合して、作業面10の上を動く。補助延伸手段7が、第2作業位置にシフトすると、鉄筋2は作業面10から離れることになる。   Auxiliary stretching means 7 is provided on the downstream side of the bending head 3 along the supply direction A of the reinforcing bars 2. The auxiliary stretching means 7 is aligned with the stretching means on the upstream side of the bending head 3. The auxiliary extending means 7 moves between an open position below the work surface 10, a first work position at the level of the work surface 10, and a second work position that further protrudes from the work surface 10. The auxiliary stretching means 7 is composed of a set of pulling rotary wheels 8 that rotate in the opposite direction. As will be described below, the rebar 2 moves on the work surface 10 by engaging the auxiliary extension means 7 at the first work position. When the auxiliary stretching means 7 is shifted to the second work position, the reinforcing bar 2 is separated from the work surface 10.

折り曲げヘッド3の上流側でかつそれに隣接して、鉄筋2を切断する切断手段9が配置される。その一例は、固定と可動のブレードからなる切断装置である。   A cutting means 9 for cutting the rebar 2 is arranged on the upstream side of the bending head 3 and adjacent thereto. One example is a cutting device composed of fixed and movable blades.

強化コンクリート用の強化鉄筋を製造する方法を次に説明する。   Next, a method for manufacturing a reinforced reinforcing bar for reinforced concrete will be described.

図1に示すように、強化鉄筋を製造する各サイクルの開始時点において、折り曲げヘッド3と補助延伸手段7は、作業面10の下に格納された非係合(開放)位置に配置される。あるいは、供給ステップの間、鉄筋とは干渉(接触)しない位置に配置される。これにより、鉄筋2が、供給方向に沿って作業面10の上で折り曲げられるが、これは折り曲げヘッド3と補助延伸手段7に接触せずに行われる。鉄筋2は、所定の長さだけ引き込まれ、補助延伸手段7から突出する。   As shown in FIG. 1, the bending head 3 and the auxiliary extending means 7 are disposed in a disengaged (released) position stored under the work surface 10 at the start of each cycle for manufacturing reinforcing steel bars. Alternatively, it is arranged at a position where it does not interfere (contact) with the reinforcing bar during the supplying step. Thereby, the reinforcing bar 2 is bent on the work surface 10 along the supply direction, but this is performed without contacting the bending head 3 and the auxiliary stretching means 7. The reinforcing bar 2 is pulled in by a predetermined length and protrudes from the auxiliary stretching means 7.

図2に示すように、その後補助延伸手段7は、作業面10と同じレベルにある第1作業位置に移動して、引き抜き回転車8が、鉄筋2を挟む前に、供給された鉄筋2の一部に噛み合う。その後、鉄筋2の一部を切断し、一本の強化ロッドを形成する。   As shown in FIG. 2, the auxiliary extension means 7 then moves to the first work position at the same level as the work surface 10, and before the pulling rotary wheel 8 sandwiches the rebar 2, Engage with some. Thereafter, a part of the reinforcing bar 2 is cut to form one reinforcing rod.

図3に示すように、その後、補助延伸手段7は、作業面10から突出した第2作業位置まで移動し、鉄筋2の切断部分を作業面10から離す。同時に、折り曲げヘッド3を作業面10から突出した作業位置に動かす(浮かす)。その際鉄筋2に係合する。特に鉄筋2の切断部分は、折り曲げヘッド3の半月形状体5a,5bの間のチャネル6と交差し(チャネル内を通過し)、横切り補助延伸手段7の一対の引き抜き回転車8の間に入る。   As shown in FIG. 3, thereafter, the auxiliary stretching means 7 moves to the second work position protruding from the work surface 10, and separates the cut portion of the reinforcing bar 2 from the work surface 10. At the same time, the bending head 3 is moved (floated) to a work position protruding from the work surface 10. At that time, it engages with the reinforcing bar 2. In particular, the cut portion of the reinforcing bar 2 intersects the channel 6 between the half-moon-shaped bodies 5a and 5b of the bending head 3 (passes through the channel) and enters between the pair of pulling rotating wheels 8 of the auxiliary auxiliary stretching means 7 across the cross. .

図4に示すように、この状態において、補助延伸手段7を駆動して、鉄筋2の切断部分を、矢印Aと反対方向に所定の長さ移動させる。この移動ステップにおいて、鉄筋2の切断部分は、作業面10から所定距離離れて配置されている。この所定距離は、鉄筋2の切断部分が作業面10から突出した装置の一部と干渉しない距離、特に折り曲げヘッド3の上流側の延伸手段の保護ハウジング11と干渉しない距離である。   As shown in FIG. 4, in this state, the auxiliary stretching means 7 is driven to move the cut portion of the reinforcing bar 2 in a direction opposite to the arrow A by a predetermined length. In this moving step, the cut portion of the reinforcing bar 2 is arranged at a predetermined distance from the work surface 10. The predetermined distance is a distance at which the cut portion of the reinforcing bar 2 does not interfere with a part of the apparatus protruding from the work surface 10, particularly, a distance at which it does not interfere with the protective housing 11 of the extending means on the upstream side of the bending head 3.

鉄筋2の切断部分の折り曲げステップが、連続して折り曲げヘッド3で行われ、これにより、強化鉄筋20を所望形状に例えばU字型に折り曲げる。   The step of bending the cut portion of the reinforcing bar 2 is continuously performed by the bending head 3, whereby the reinforcing reinforcing bar 20 is bent into a desired shape, for example, in a U shape.

図5に示すように、鉄筋2の切断部分の第一回目の折り曲げ(直角に)を実行する。図6に示すように、その後折り曲げピン4をスタート位置に戻して、補助延伸手段7により、更に鉄筋2の切断部分を、矢印Aとは反対方向に所定の距離戻す。図7に示すように、その後鉄筋2の更なる折り曲げを実行して、強化鉄筋20を得る。   As shown in FIG. 5, the first bending (perpendicular) of the cut portion of the reinforcing bar 2 is performed. As shown in FIG. 6, the bending pin 4 is then returned to the start position, and the cut portion of the reinforcing bar 2 is further returned by a predetermined distance in the direction opposite to the arrow A by the auxiliary stretching means 7. As shown in FIG. 7, the reinforcing bar 2 is further bent to obtain the reinforcing bar 20.

図8に示すように、同時に折り曲げヘッド3の適宜の動作ステップにおいて、補助延伸手段7を作業面10から離れた非係合位置に移動させ(これにより、作業面10から突出して鉄筋2の把持位置にある補助延伸手段7のハウジングと干渉するのを回避する)、更なる折り曲げ動作を行う。この動作は、鉄筋が作業面10から突出した加工装置と接触する前の如何なる時点で行ってもよい。上記の場合には、90℃の折り曲げステップを2回実行したが、同様に1回で180℃の折り曲げステップを実行してもよい。   As shown in FIG. 8, at the same time, in the appropriate operation step of the bending head 3, the auxiliary stretching means 7 is moved to the disengaged position away from the work surface 10 (this protrudes from the work surface 10 and grips the rebar 2). Avoiding interference with the housing of the auxiliary extension means 7 in position), further folding operation is performed. This operation may be performed at any time before the reinforcing bar comes into contact with the processing apparatus protruding from the work surface 10. In the above case, the 90 ° C. folding step is executed twice, but similarly, the 180 ° C. folding step may be executed once.

折り曲げステップにおいて、折り曲げヘッド3の半月形状体5a,5bの間のチャネル6は、折り曲げピン4の動作領域の下流側で供給軸に沿って配置された鉄筋2を挟む対配置部材(contrasting member)として機能する。   In the bending step, the channel 6 between the half-moon-shaped bodies 5a, 5b of the bending head 3 is a contrasting member that sandwiches the reinforcing bar 2 disposed along the supply axis on the downstream side of the operating region of the bending pin 4. Function as.

図9に示すように、折り曲げピン4と折り曲げヘッド3を非係合(格納)位置に動かして、得られた強化鉄筋20を取り外す。   As shown in FIG. 9, the bending pin 4 and the bending head 3 are moved to a non-engagement (retraction) position, and the obtained reinforcing steel bar 20 is removed.

図10−14において、折り曲げヘッド3のマンドレルは、折り曲げピン4の回転軸に配置された円筒ピン12により構成される。強化鉄筋を製造するこのステップを再度説明する。   10-14, the mandrel of the bending head 3 is constituted by a cylindrical pin 12 arranged on the rotation axis of the bending pin 4. This step of manufacturing reinforced steel will be described again.

図10に示すように、円筒ピン12の回りで第1回目の折り曲げを実行すると、図11に示すように、鉄筋2の進捗部分を矢印Aとは反対方向に移動させ、図12に示すよに、鉄筋を再度配置し、2度目の折り曲げを実行する。進捗した部分が補助延伸手段7のハウジングと当たる前に、この補助延伸手段7を開いて、補助延伸手段7の上部部分のみを作業面10の下に収納する。かくして進捗部分との干渉が回避される。図12に示すように、補助延伸手段7の下側部分が、折り曲げステップ間、鉄筋を曲げるのに必要な機能を実行し続ける。図13に示すように、2回目の折り曲げが完了すると、図14に示すように、折り曲げヘッド3を非係合位置に移動して、形成された強化鉄筋20を取り出す。   As shown in FIG. 10, when the first bending is performed around the cylindrical pin 12, the progressing portion of the reinforcing bar 2 is moved in the direction opposite to the arrow A as shown in FIG. Then, the reinforcing bars are placed again and the second bending is performed. Before the advanced part hits the housing of the auxiliary extension means 7, the auxiliary extension means 7 is opened and only the upper part of the auxiliary extension means 7 is stored under the work surface 10. Thus, interference with the progress part is avoided. As shown in FIG. 12, the lower portion of the auxiliary stretching means 7 continues to perform the functions necessary to bend the rebar during the folding step. As shown in FIG. 13, when the second bending is completed, the bending head 3 is moved to the non-engagement position as shown in FIG. 14, and the formed reinforcing steel bar 20 is taken out.

図15−19において、折り曲げヘッド3と補助延伸手段7の間に、折り曲げ部材が配置される。ここに示した場合には、一組の対配置部材13,14が、互いに独立して移動可能に配置される。1回目の折り曲げを実行している間、第1の対配置部材13は作業面10から突出した作業位置をとり、鉄筋2を供給軸に沿って係合させる(図15)、この第1の対配置部材13は、作業位置に留まるか、あるいは鉄筋2の取り扱いに問題が発生した場合には、非係合位置に収納される(図16)。第1の対配置部材13が、再び作業面10から突出して作業位置に移動して、鉄筋の折り曲げを実行すると、同じ鉄筋は、補助延伸手段7のハウジングと当たる(図17)。この様な折り曲げステップにおいて、補助延伸手段7は、非係合位置即ち鉄筋2と干渉しない位置に移動し(格納され)、同一の折り曲げステップを完了させる(図18)。折り曲げピン4と折り曲げヘッド3と対配置部材13は、その後非係合位置に移動して、強化鉄筋を放出する(図19)。   15-19, a bending member is disposed between the bending head 3 and the auxiliary stretching means 7. In the case shown here, the pair of pair arrangement members 13 and 14 are arranged to be movable independently of each other. While the first bending is being performed, the first pair placement member 13 takes a work position protruding from the work surface 10 and engages the rebar 2 along the supply shaft (FIG. 15). The pair arrangement member 13 stays in the working position or is stored in the non-engagement position when a problem occurs in the handling of the reinforcing bars 2 (FIG. 16). When the first pair arrangement member 13 protrudes from the work surface 10 again and moves to the work position to execute bending of the reinforcing bar, the same reinforcing bar hits the housing of the auxiliary extension means 7 (FIG. 17). In such a folding step, the auxiliary stretching means 7 moves (stores) to a non-engagement position, that is, a position where it does not interfere with the reinforcing bar 2 and completes the same folding step (FIG. 18). The bending pin 4, the bending head 3, and the pair arrangement member 13 are then moved to the non-engagement position and release the reinforcing steel bars (FIG. 19).

第2の対配置部材14が、鉄筋2の供給軸に対し第1の対配置部材13とは反対方向に配置されているが、第1の対配置部材13の場合とは反対方向に折り曲げる場合に駆動される。   The second pair arrangement member 14 is arranged in the direction opposite to the first pair arrangement member 13 with respect to the supply axis of the reinforcing bar 2, but is bent in the direction opposite to the case of the first pair arrangement member 13. Driven by.

強化コンクリート用の強化鉄筋を製造を実行する方法は、手動でも行うことができる。   The method of carrying out the production of reinforced steel for reinforced concrete can also be performed manually.

手動による製造方法の特徴は、ほぼ同一面で強化鉄筋を製造できる点にある。   The feature of the manual manufacturing method is that the reinforcing steel bars can be manufactured in almost the same plane.

この様な鉄筋の折り曲げ効果は、鉄筋の一部に折り曲げステップを実行する本発明により得られる。この様な本発明の折り曲げ方法は、切断ステップと、折り曲げヘッドの下流側に配置された補助延伸手段7により行われるが、これにより、鉄筋2の折り曲げは、作業面10に対し突起した装置の一部とは干渉せずに行うことができる。特に折り曲げヘッド上流側と下流側に配置された延伸手段のハウジングと当たらずに行うことができる。その為、折り曲げステップの間の鉄筋は、好ましくない応力を受けることがなく、その結果得られた強化鉄筋は、必要な同一面を確保できる。   Such a bending effect of the reinforcing bar is obtained by the present invention in which a bending step is performed on a part of the reinforcing bar. Such a bending method of the present invention is performed by the cutting step and the auxiliary extending means 7 disposed on the downstream side of the bending head, whereby the rebar 2 is bent with respect to the apparatus protruding from the work surface 10. Can be done without interfering with some. In particular, this can be done without hitting the housing of the stretching means arranged upstream and downstream of the bending head. For this reason, the reinforcing bars during the bending step are not subjected to undesired stresses, and the resulting reinforcing bars can ensure the necessary coplanarity.

手動による本発明を実行する装置は、様々に変形して装置で実行可能である。   An apparatus for manually carrying out the present invention can be implemented on the apparatus with various modifications.

特に本発明の手動による方法は、本発明の装置でも使用できる。作業部材は2つの作業軸に配置される。これは特許文献3に記載したとおりである。この場合折り曲げられる鉄筋を、作業面から離した位置に配置する必要はない。   In particular, the manual method of the present invention can also be used with the apparatus of the present invention. The working member is arranged on two working shafts. This is as described in Patent Document 3. In this case, it is not necessary to arrange the bent reinforcing bars at positions away from the work surface.

本発明の実施例において使用される材料及び形状寸法は、必要により変わる。   The materials and geometries used in the embodiments of the present invention vary as needed.

以上の説明は、本発明の一実施例に関するもので、この技術分野の当業者であれば、本発明の種々の変形例を考え得るが、それらはいずれも本発明の技術的範囲に包含される。特許請求の範囲の構成要素の後に記載した括弧内の番号は、図面の部品番号に対応し、発明の容易なる理解の為に付したものであり、発明を限定的に解釈するために用いてはならない。また、同一番号でも明細書と特許請求の範囲の部品名は必ずしも同一ではない。これは上記した理由による。用語「又は」に関して、例えば「A又はB」は、「Aのみ」、「Bのみ」ならず、「AとBの両方」を選択することも含む。特に記載のない限り、装置又は手段の数は、単数か複数かを問わない。   The above description relates to one embodiment of the present invention, and those skilled in the art can consider various modifications of the present invention, all of which are included in the technical scope of the present invention. The The numbers in parentheses described after the constituent elements of the claims correspond to the part numbers in the drawings, are attached for easy understanding of the invention, and are used for limiting the invention. Must not. In addition, the part numbers in the description and the claims are not necessarily the same even with the same number. This is for the reason described above. With respect to the term “or”, for example, “A or B” includes selecting “both A and B” as well as “A only” and “B only”. Unless stated otherwise, the number of devices or means may be singular or plural.

1 鉄筋折り曲げ装置
2 鉄筋
3 折り曲げヘッド
4 折り曲げピン
5 マンドレル
5a,5b 半月形状体
6 チャネル
7 補助延伸手段
8 引き抜き回転車
9 切断手段
10 作業面
11 保護ハウジング
12 円筒ピン
13,14 対配置部材(当接手段)
20 強化鉄筋


DESCRIPTION OF SYMBOLS 1 Rebar bending apparatus 2 Reinforcing bar 3 Bending head 4 Bending pin 5 Mandrel 5a, 5b Half-moon shaped body 6 Channel 7 Auxiliary extending means 8 Pulling wheel 9 Cutting means 10 Working surface 11 Protective housing 12 Cylindrical pins 13, 14 Contact means)
20 Reinforcing bars


Claims (4)

強化コンクリート用の強化鉄筋を製造する方法において、
前記方法は鉄筋(2)折り曲げ装置で実行され、前記鉄筋(2)折り曲げ装置は、鉄筋(2)を折り曲げる折り曲げヘッド(3)と、前記鉄筋(2)の前進方向(A)から見て前記折り曲げヘッド(3)の下流側に配置される補助延伸手段(7)と、前記折り曲げヘッド(3)の上流側に配置される切断手段(9)とを具備し、
前記折り曲げヘッド(3)は、前記鉄筋(2)と干渉しない非係合位置と作業面(10)から突出した作業位置の間を移動可能であり、1つの折り曲げピン(4)および2つのマンドレル(5)を有し、前記マンドレル(5)は1組の半月形状体(5a,5b)から構成され、
前記補助延伸手段(7)は、非係合位置と、前記作業面(10)のレベルにある第1作業位置と、前記作業面(10)から突出した第2作業位置の間を移動し、
前記方法は、
(a)前記折り曲げヘッド(3)と前記補助延伸手段(7)を、前記非係合位置に予め配置するステップと、
(b)前記非係合位置に配置された補助延伸手段(7)を超えるまで、所定の長さだけ鉄筋(2)を前進させるステップと、
(c)前記補助延伸手段(7)を前記鉄筋(2)と係合させる為に、前記第1作業位置に移動させるステップと、
(d)前記鉄筋(2)を切断するステップと、
(e)前記ステップ(d)で生成された鉄筋(2)の切断片を前記作業面(10)から離すために、前記折り曲げヘッド(3)と補助延伸手段(7)を、前記作業面(10)から突出した前記作業位置に移動させるステップと、
(f)前記補助延伸手段(7)を駆動して、前記進行方向(A)とは反対方向に、前記鉄筋(2)の切断片を前記折り曲げヘッド(3)に対し所定距離だけ戻すステップと、
(g)強化鉄筋(20)を生成する為に、前記折り曲げヘッド(3)により、前記鉄筋(2)の切断片を少なくとも1回折り曲げるステップと、
(h)前記(g)ステップに関連する適宜のステップにおいて、前記折り曲げヘッド(3)の上流側にある鉄筋(2)を折り曲げる為に、前記補助延伸手段(7)を前記鉄筋(2)と干渉しない非係合位置に移動させ、前記(g)ステップを完了するステップと、
(i)前記折り曲げヘッド(3)を前記非係合位置に移動させて、前記強化鉄筋(20)
を得るステップと、を有する
ことを特徴とする強化コンクリート用の強化鉄筋を製造する方法。
In a method of manufacturing a reinforcing steel bar for reinforced concrete,
The method is executed by a reinforcing bar (2) bending device, and the reinforcing bar (2) bending device includes a bending head (3) for bending the reinforcing bar (2) and the advancing direction (A) of the reinforcing bar (2). Auxiliary stretching means (7) disposed downstream of the bending head (3), and cutting means (9) disposed upstream of the bending head (3),
The bending head (3) is movable between a non-engaging position that does not interfere with the reinforcing bar (2) and a working position protruding from the work surface (10), and includes one folding pin (4) and two mandrels. (5), the mandrel (5) is composed of a pair of half-moon shaped bodies (5a, 5b),
The auxiliary extension means (7) moves between a non-engagement position, a first work position at the level of the work surface (10), and a second work position protruding from the work surface (10),
The method
(A) preliminarily placing the bending head (3) and the auxiliary extension means (7) at the disengaged position;
(B) advancing the reinforcing bar (2) by a predetermined length until it exceeds the auxiliary stretching means (7) arranged at the non-engagement position;
(C) moving the auxiliary extension means (7) to the first working position to engage the reinforcing bar (2);
(D) cutting the rebar (2);
(E) In order to separate the cut piece of the reinforcing bar (2) generated in the step (d) from the work surface (10), the bending head (3) and the auxiliary stretching means (7) are connected to the work surface ( Moving to the working position protruding from 10);
(F) driving the auxiliary stretching means (7) to return the cut piece of the reinforcing bar (2) to the bending head (3) by a predetermined distance in a direction opposite to the traveling direction (A); ,
(G) bending the cut piece of the reinforcing bar (2) at least once by the bending head (3) to generate a reinforcing reinforcing bar (20);
(H) In an appropriate step related to the step (g), in order to bend the reinforcing bar (2) on the upstream side of the bending head (3), the auxiliary stretching means (7) is connected to the reinforcing bar (2). Moving to a non-engaging position that does not interfere, and completing step (g);
(I) The bending head (3) is moved to the disengaged position, and the reinforcing reinforcing bar (20)
A method for manufacturing a reinforced steel bar for reinforced concrete, comprising:
前記(g)ステップは、
(g1)前記折り曲げヘッド(3)により、前記鉄筋(2)の切断片に対し1回目の折り曲げを実行するステップと、
(g2)前記鉄筋の切断片(2)を、前記供給方向(A)とは反対方向に更に移動させるために、前記補助延伸手段(7)を駆動するステップと、
(g3)前記折り曲げヘッド(3)により、前記鉄筋(2)の切断片の折り曲げを更に実行するステップと、を有することを特徴とする請求項1に記載の方法。
The step (g) includes:
(G1) performing a first bend on the cut piece of the reinforcing bar (2) by the bending head (3);
(G2) driving the auxiliary stretching means (7) to further move the rebar cutting piece (2) in a direction opposite to the supply direction (A);
(G3) The method according to claim 1, further comprising the step of further bending the cut pieces of the reinforcing bars (2) by the bending head (3).
前記(g)ステップでは、
(g2)前記鉄筋(2)の切断片を、前記供給方向(A)とは反対方向に更に移動させ
るために、前記補助延伸手段(7)を駆動するステップと、
(g3)前記折り曲げヘッド(3)により、前記鉄筋(2)の切断片の折り曲げを、実
行するステップと、を有し、前記鉄筋(2)の折り曲げ回数と同数の回数だけ更に実行して強化鉄筋(20)を得ることを特徴とする請求項2に記載の方法。
In the step (g),
(G2) driving the auxiliary stretching means (7) to further move the cut piece of the reinforcing bar (2) in the direction opposite to the supply direction (A);
(G3) The step of bending the cut piece of the reinforcing bar (2) by the bending head (3), and further performing the same number of times as the number of times of bending of the reinforcing bar (2) for strengthening. 3. Method according to claim 2, characterized in that a reinforcing bar (20) is obtained.
前記補助延伸手段(7)の非係合位置は、前記鉄筋(2)折り曲げ装置の前記作業面(10)の下の位置である、ことを特徴とする請求項1−3のいずれか1項に記載の方法。   The disengagement position of the auxiliary extension means (7) is a position below the work surface (10) of the rebar (2) bending device, according to any one of claims 1-3. The method described in 1.
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ITUD20130131A1 (en) * 2013-10-14 2015-04-15 A C M Srl Automatismi Costruzioni Meccaniche APPARATUS FOR BENDING OBLUNG METAL PRODUCTS, SUCH AS BARS, ROUNDS OR METAL WIRES, AND RELATIVE BENDING PROCEDURE
CN104259340B (en) * 2014-09-05 2016-03-23 冯广建 The shaping hoop bending body of full-automatic multi-shaft interlocked double armouring
CN110434250A (en) * 2019-08-27 2019-11-12 永康雪纺自动化设备有限公司 A kind of quick Double-linkage bending machine
CN112338095A (en) * 2019-12-21 2021-02-09 福州集丫科技有限公司 Reinforcing bar mechanism of bending for building
WO2022061865A1 (en) * 2020-09-28 2022-03-31 吾同(南京)科技有限公司 Bending and cutting integrated apparatus for steel bars for architectural engineering, and use method therefor
IT202200010811A1 (en) * 2022-05-24 2023-11-24 Schnell Spa EQUIPMENT FOR PROCESSING EXTENDED METAL ELEMENTS

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