JPH07136832A - Positioning device for cutting rebar - Google Patents
Positioning device for cutting rebarInfo
- Publication number
- JPH07136832A JPH07136832A JP28535493A JP28535493A JPH07136832A JP H07136832 A JPH07136832 A JP H07136832A JP 28535493 A JP28535493 A JP 28535493A JP 28535493 A JP28535493 A JP 28535493A JP H07136832 A JPH07136832 A JP H07136832A
- Authority
- JP
- Japan
- Prior art keywords
- stopper
- reinforcing bar
- cutting
- stoppers
- rebar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Accessories And Tools For Shearing Machines (AREA)
Abstract
(57)【要約】
【目的】 コンクリート柱体等に用いる鉄筋材の切断工
程において、切断長の変更作業を省力化する。
【構成】 鉄筋を通過させる定尺定規10の上方に平行
に配設した定尺ロッド11にストッパホルダ34,34
を装着する。該ストッパホルダ34,34にはストッパ
32,33を昇降自在に遊挿し、エアシリンダ36,3
6を介装して夫々単独に昇降駆動することができる。該
ストッパ32,33を下降させた場合、ストッパ32,
33の下端部32a,33aが鉄筋案内路Gの底部に近
接し、鉄筋案内路を給送される鉄筋を停止させる。一
方、該ストッパ32,33を上昇させた場合、鉄筋は該
ストッパ32,33の下端部32a,33aを通過す
る。該ストッパ32,33を複数個並設し、夫々昇降制
御することにより、種々の切断長に対応でき、切断長の
変更作業を遠隔操作にて行うことができる。
(57) [Abstract] [Purpose] To reduce the work of changing the cutting length in the cutting process of reinforcing bars used for concrete pillars. [Structure] Stopper holders 34, 34 are attached to a fixed-length rod 11 arranged in parallel above a fixed-scale ruler 10 for passing a reinforcing bar.
Put on. The stoppers 32, 33 are loosely inserted in the stopper holders 34, 34 so that they can be moved up and down, and air cylinders 36, 3
It is possible to independently lift and lower each by interposing 6 in between. When the stoppers 32, 33 are lowered, the stoppers 32,
The lower end portions 32a and 33a of 33 come close to the bottom portion of the reinforcing bar guide path G, and stop the reinforcing bars fed through the reinforcing bar guide path. On the other hand, when the stoppers 32 and 33 are raised, the reinforcing bars pass through the lower ends 32a and 33a of the stoppers 32 and 33. By arranging a plurality of the stoppers 32 and 33 side by side and respectively controlling the elevation thereof, various cutting lengths can be dealt with, and the cutting length can be changed by remote control.
Description
【0001】[0001]
【産業上の利用分野】この発明は、鉄筋の切断用位置決
め装置に関するものであり、特に、コンクリート柱体に
用いるPC鋼線の切断用位置決め装置に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a positioning device for cutting a reinforcing bar, and more particularly to a positioning device for cutting a PC steel wire used for a concrete column.
【0002】[0002]
【従来の技術】従来の鉄筋切断用位置決め装置を図4及
び図5に従って説明する。図4は鉄筋切断装置1に鉄筋
切断用位置決め装置2が備え付けられている。該鉄筋切
断用位置決め装置2はホルダ3,4にて構成され、切断
長L1,L2に対するL1−L2は充分小さく、例えば
L1=10mに対しL1−L2=70cm程度である。2. Description of the Related Art A conventional reinforcing bar cutting positioning device will be described with reference to FIGS. In FIG. 4, a rebar cutting device 1 is provided with a rebar cutting positioning device 2. The reinforcing bar cutting positioning device 2 is composed of holders 3 and 4, and L1-L2 for cutting lengths L1 and L2 is sufficiently small, for example, L1-L2 = 70 cm for L1 = 10 m.
【0003】上記鉄筋切断装置1はコイル状に巻かれた
鉄筋5を矯直し、曲り取りを行う1対のローラ6,6と
直線機7を並設している。そして、該直線機7に可動刃
8aを保持するカッタ8及び切断孔9を並設している。
又、該切断孔9の前方(同図において右)にはU字形の
狭い通路状の鉄筋案内路Gを保持する定尺定規10が固
設され、該定尺定規10の上方に平行して線状の定尺ロ
ッド11が配設されている。該定尺ロッド11にホルダ
3,4が固着され、該ホルダ3にダミー板12が挿設さ
れ、そして、該ホルダ4にストッパ13が挿設されてい
る。The rebar cutting device 1 has a pair of rollers 6 and 6 for straightening and bending a rebar 5 wound in a coil and a straight line machine 7 arranged in parallel. A cutter 8 for holding the movable blade 8a and a cutting hole 9 are juxtaposed on the linear machine 7.
Further, in front of the cutting hole 9 (on the right in the same figure), a ruler 10 for holding a U-shaped narrow passage-shaped reinforcing bar guide path G is fixedly installed, and parallel to the upper side of the ruler 10 in parallel. A linear constant length rod 11 is provided. Holders 3 and 4 are fixed to the standard length rod 11, a dummy plate 12 is inserted into the holder 3, and a stopper 13 is inserted into the holder 4.
【0004】更に、図5に示す如く、鉄筋切断用位置決
め装置2の定尺定規10は左右の側部ガイド14,15
と底部の底部ガイド16とにより形成され、鉄筋5が底
部を直線に通過できる鉄筋案内路Gを形成している。前
記定尺ロッド11には後挟持板17,17と前挟持板1
8とによって挟持され、該前挟持板18の取付溝側に押
え板19を配設し、挟持ボルト20,20…によって定
着され、前記ホルダ3,4が形成されている。該ホルダ
3にダミー板12を前挟持板18の取付溝18aの上部
より挿入し、取付ネジ21を用い押え板19の前面より
該ダミー板12を固着させる。そして、該ホルダ4にス
トッパ13を前挟持板18の取付溝18aの上部より挿
入し、取付ネジ21を用い押え板19の前面より該スト
ッパ13を固着させる。該ストッパ13は鉄筋案内路G
の上部より挿入され、鉄筋案内路Gの底部に近設され
る。又、上記ダミー板12は鉄筋案内路Gの底部より最
大線径の鉄筋が通過可能なように設けられている。Further, as shown in FIG. 5, the standard ruler 10 of the positioning device 2 for cutting the reinforcing bar is provided with left and right side guides 14, 15.
And a bottom guide 16 at the bottom to form a rebar guide path G through which the rebar 5 can linearly pass through the bottom. The fixed rod 11 has rear holding plates 17 and 17 and a front holding plate 1.
8, and a holding plate 19 is arranged on the mounting groove side of the front holding plate 18, and is fixed by holding bolts 20, 20, ..., The holders 3, 4 are formed. The dummy plate 12 is inserted into the holder 3 from the upper portion of the mounting groove 18a of the front holding plate 18, and the dummy plate 12 is fixed from the front surface of the holding plate 19 using the mounting screw 21. Then, the stopper 13 is inserted into the holder 4 from the upper portion of the mounting groove 18a of the front holding plate 18, and the stopper 13 is fixed from the front surface of the holding plate 19 using the mounting screw 21. The stopper 13 is a reinforcing bar guideway G
It is inserted from the upper part of and is installed near the bottom of the reinforcing bar guideway G. Further, the dummy plate 12 is provided so that the reinforcing bar having the maximum wire diameter can pass from the bottom of the reinforcing bar guide path G.
【0005】該鉄筋切断装置1を使用するに際しては、
図4に示す切断長の異る2種の鉄筋の切断長位置決めを
例に説明する。鉄筋切断長L1の位置にホルダ4が固設
され、鉄筋の切断長L2の位置にホルダ3が固設され
る。先ず、切断長L1の鉄筋を切断する場合、作業員は
ホルダ4の位置に移動し、ホルダ4にストッパ13を挿
入し、取付ネジ21を締めて取付けられる。そして、ホ
ルダ3にダミー板12を挿入し、取付ネジ21を締めて
取付けられる。これにより、コイル状に巻かれている鉄
筋5は一対のローラ6,6と直線機7によって曲り取り
が行われて直線にされる。そして、該鉄筋5はカッタ8
の切断孔9、定尺定規10の鉄筋案内路G及びホルダ3
に挿入されたダミー板12の下部を通過し、ホルダ4に
挿入されたストッパ13に先端部5aが当接するまで引
出される。かくして、該鉄筋5はカッタ8を用いて切断
長L1に切断される。 次に、切断長L2の鉄筋を切断
する場合、作業員はホルダ3の位置に移動し、ホルダ3
に取付けられたダミー板12の取付ネジ21を緩めて取
付溝18aの上部より排出し、該ダミー板12を取外
す。そして、ストッパ13を該ホルダ3の取付溝18a
の上部より挿入し、取付ネジ21を締め、該ホルダ3に
取付けられる。これにより、前記切断長L1の場合と同
様に、直線にされた鉄筋5は鉄筋案内路Gを通過し、ホ
ルダ3に挿入されたストッパ13に当接される。そし
て、該鉄筋5はカッタ8を用いて切断長L2に切断され
る。When using the rebar cutting device 1,
The cut length positioning of two types of reinforcing bars having different cut lengths shown in FIG. 4 will be described as an example. The holder 4 is fixed at the position of the rebar cutting length L1, and the holder 3 is fixed at the position of the rebar cutting length L2. First, when cutting a rebar having a cutting length L1, the worker moves to the position of the holder 4, inserts the stopper 13 into the holder 4, and tightens the mounting screw 21 to mount it. Then, the dummy plate 12 is inserted into the holder 3 and the mounting screw 21 is tightened for mounting. As a result, the reinforcing bar 5 wound in a coil shape is bent by the pair of rollers 6 and 6 and the linear machine 7 to be straightened. The rebar 5 is a cutter 8
Cutting hole 9, rebar guide path G and holder 3 of standard ruler 10
After passing through the lower part of the dummy plate 12 inserted into the holder 4, the stopper 13 inserted into the holder 4 is pulled out until the tip 5a abuts. Thus, the reinforcing bar 5 is cut to the cutting length L1 using the cutter 8. Next, when cutting the rebar having the cutting length L2, the worker moves to the position of the holder 3 and
Loosen the mounting screw 21 of the dummy plate 12 attached to the upper part of the mounting groove 18a, and discharge the dummy plate 12 from the upper part of the mounting groove 18a. Then, the stopper 13 is attached to the mounting groove 18a of the holder 3.
It is attached from the top of the holder, and the attachment screw 21 is tightened to attach it to the holder 3. As a result, similarly to the case of the cutting length L1, the straightened reinforcing bar 5 passes through the reinforcing bar guide path G and comes into contact with the stopper 13 inserted into the holder 3. Then, the reinforcing bar 5 is cut to a cutting length L2 by using a cutter 8.
【0006】[0006]
【発明が解決しようとする課題】従来の鉄筋切断用位置
決め装置において、切断長の異る鉄筋を切断するとき、
切断長変更の都度、作業員はホルダの位置まで移動す
る。そして、ホルダからストッパやダミー板を取付ネジ
を緩めて取外し、改めて、別のストッパ又はダミー板を
該ホルダに挿入し、取付ネジを用いて取付ける。このよ
うに、切断長変更毎に上記作業時間が必要であり、作業
能率の低下を招くという欠点がある。In the conventional positioning device for cutting rebars, when rebars having different cutting lengths are cut,
Every time the cutting length is changed, the worker moves to the position of the holder. Then, the stopper or the dummy plate is removed from the holder by loosening the mounting screw, another stopper or the dummy plate is inserted into the holder again, and the stopper or the dummy plate is mounted using the mounting screw. As described above, the above working time is required every time the cutting length is changed, and there is a drawback that the work efficiency is reduced.
【0007】そこで、切断長の変更による位置決めの作
業労力及び作業時間を軽減して作業能率を改善し、生産
性を向上できる鉄筋切断用位置決め装置を得るために解
決せらるべき技術的課題が生じてくるのであり、この発
明は該課題を解決することを目的とする。[0007] Therefore, there arises a technical problem to be solved in order to obtain a rebar cutting positioning device capable of improving the work efficiency by improving the work efficiency and work time of positioning by changing the cutting length. The present invention aims to solve the problems.
【0008】[0008]
【課題を解決するための手段】この発明は、上記目的を
達成するために提案せられたものであり、PC鋼線等の
鉄筋切断機に用いられる該PC鋼線等の切断長の位置決
め装置であって、該位置決め装置には長手方向に鉄筋案
内路を設けた定尺定規が配設されており、更に、該定尺
定規の上方に前記鉄筋案内路と平行に定尺ロッドが配設
され、該定尺ロッドにストッパホルダを装着し、該スト
ッパホルダにストッパを着脱自在に装着し、該ストッパ
の下端部を前記鉄筋案内路の底部へ近接させて前記鉄筋
案内路内へ給送される鉄筋を停止させるように形成され
た鉄筋切断用位置決め装置に於て、前記ストッパホルダ
を前記ストッパに設けた略長方形状の横孔に遊挿して該
ストッパを昇降自在に形成し、更に、該ストッパホルダ
とストッパとの間にエアシリンダ等から成るアクチュエ
ータを介装し、該アクチュエータを遠隔操作して前記ス
トッパを鉄筋案内路へ挿脱自在に形成した鉄筋切断用位
置決め装置を提供するものである。The present invention has been proposed in order to achieve the above object, and is a positioning device for a cutting length of a PC steel wire or the like used in a rebar cutting machine for the PC steel wire or the like. The positioning device is provided with a standard ruler provided with a reinforcing bar guide path in the longitudinal direction, and a standard length rod is provided above the standard ruler in parallel with the reinforcing bar guide path. Then, a stopper holder is attached to the standard length rod, a stopper is detachably attached to the stopper holder, and the lower end portion of the stopper is brought close to the bottom portion of the reinforcing bar guide path and fed into the reinforcing bar guide path. In a positioning device for cutting a reinforcing bar formed to stop a reinforcing bar, the stopper holder is loosely inserted into a substantially rectangular lateral hole provided in the stopper to form the stopper so as to be able to move up and down. Between the stopper holder and the stopper Interposed actuator comprising an air cylinder or the like, the stopper of the actuator by remote control is intended to provide a reinforcing bar cutting positioning device formed on detachably to rebar guideway.
【0009】[0009]
【作用】鉄筋案内路を保持する定尺定規の上方に配設さ
れた定尺ロッドにストッパホルダが装着され、該ストッ
パホルダに昇降自在に遊挿されたストッパはエアシリン
ダ等のアクチュエータによって昇降される。手元スイッ
チ等によって前記アクチュエータを遠隔制御することに
より、ストッパは鉄筋案内路内を下降又は上昇し、該ス
トッパを下降させた場合は、前記鉄筋案内路に給送され
る鉄筋の進行を停止させる。一方、該ストッパを上昇さ
せた場合は、鉄筋は鉄筋案内路を停止することなく通過
する。A stopper holder is mounted on a fixed length rod disposed above a fixed length ruler for holding a reinforcing bar guide path, and the stopper loosely inserted into the stopper holder is moved up and down by an actuator such as an air cylinder. It By remotely controlling the actuator with a hand switch or the like, the stopper descends or rises in the reinforcing bar guide path, and when the stopper is lowered, the progress of the reinforcing bar fed to the reinforcing bar guide path is stopped. On the other hand, when the stopper is raised, the reinforcing bar passes through the reinforcing bar guide path without stopping.
【0010】該ストッパを装着した位置決め装置を鉄筋
案内路に沿って複数個並設し、該ストッパの昇降操作を
することにより種々の切断長に対応することができる。Various cutting lengths can be dealt with by arranging a plurality of positioning devices equipped with the stoppers in parallel along the reinforcing bar guide path and by raising and lowering the stoppers.
【0011】[0011]
【実施例】以下、本発明の一実施例を図1乃至図3に従
って詳述する。図1は切断長が2通りの場合の鉄筋切断
用位置決め装置31の正面図を示し、図2は図1におい
てカバーを取外した状態を示す側面図である。該鉄筋切
断用位置決め装置31は、図4にて示した従来例の鉄筋
切断用位置決め装置のホルダ3,4を取替えて使用し、
その他は従来例を使用できる。尚、実施例において、従
来例と同一の場合は同一符号を付して説明を略す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to FIGS. FIG. 1 is a front view of a reinforcing bar cutting positioning device 31 when the cutting length is two, and FIG. 2 is a side view showing a state in which the cover is removed in FIG. The reinforcing bar cutting positioning device 31 is used by replacing the holders 3 and 4 of the conventional reinforcing bar cutting positioning device shown in FIG.
Others can use a conventional example. In the embodiments, the same reference numerals are given to the same cases as the conventional example, and the description is omitted.
【0012】図1及び図2に示すように、該鉄筋切断用
位置決め装置31は定尺定規10の側部ガイド14,1
5及び底部ガイド16にて形成される鉄筋5の鉄筋案内
路Gに鉄筋の進行方向に沿って隣接するストッパ32,
33の下端部32a,33aが上方より挿入されてい
る。該ストッパ32,33の下端部32a,33aは鉄
筋案内路Gの形状に対応させてV字形に形成され、そし
て、ストッパ33の下端部33aは図1に示すように前
部(同図において左)を切欠して所定の切断調整長に形
成する。As shown in FIGS. 1 and 2, the rebar cutting positioning device 31 includes side guides 14, 1 of the standard ruler 10.
5, a stopper 32 adjacent to the reinforcing bar guide path G of the reinforcing bar 5 formed by the bottom guide 16 along the traveling direction of the reinforcing bar,
Lower end portions 32a and 33a of 33 are inserted from above. The lower ends 32a, 33a of the stoppers 32, 33 are formed in a V shape corresponding to the shape of the reinforcing bar guide path G, and the lower end 33a of the stopper 33 is at the front part (left side in FIG. 1) as shown in FIG. ) Is cut out to form a predetermined cutting adjustment length.
【0013】該ストッパ32,33の中心部はほぼ長方
形の横孔を開穿するとともに、図2に示すように縦長の
円孔を前後方向に開穿し、ストッパ32,33の一側面
を切欠して円孔の側面を開放している。前記定尺ロッド
11を該ストッパ32,33の円孔の横溝へ挿入し、そ
して、該ストッパ32,33の側面の横孔からU字形の
ストッパホルダ34を挿入して定尺ロッド11をU字形
溝内に遊挿し、該ストッパホルダ34の裏面に挟持板3
5を固着して前記ストッパホルダ34を定尺ロッド11
へ固定する。At the central portions of the stoppers 32 and 33, substantially rectangular lateral holes are opened, and as shown in FIG. 2, vertically elongated circular holes are opened in the front-rear direction, and one side surface of the stoppers 32 and 33 is notched. The side of the circular hole is open. The standard rod 11 is inserted into the lateral grooves of the circular holes of the stoppers 32 and 33, and the U-shaped stopper holder 34 is inserted from the lateral holes of the side surfaces of the stoppers 32 and 33 so that the standard rod 11 is U-shaped. It is loosely inserted in the groove, and the holding plate 3 is provided on the back surface of the stopper holder 34.
5 is fixed and the stopper holder 34 is fixed to the fixed length rod 11
Fixed to.
【0014】又、ストッパ32,33の上端部にエアシ
リンダ36,36を固設し、該ストッパ32,33の上
端部に縦孔32b,33bを開穿して上記エアシリンダ
36,36のロッド37,37を遊挿する。そして、該
ロッド37,37をストッパホルダ34,34の上面に
設けたネジ孔34a,34aに螺着し、予めロッド3
7,37に螺合させた緩み止めナット38,38により
固着する。そして、定尺ロッド11を左右夫々2枚の位
置決め板39,39,39,39にて挟持し、前記2枚
の位置決め板39,39,39,39のネジ孔40,4
0…にボルト(図示せず)を挿通してナット(図示せ
ず)により締結し、上記鉄筋切断用位置決め装置31は
所定の位置に設置される。Further, air cylinders 36, 36 are fixedly provided on the upper ends of the stoppers 32, 33, and vertical holes 32b, 33b are opened at the upper ends of the stoppers 32, 33 to form rods of the air cylinders 36, 36. Insert 37 and 37 loosely. Then, the rods 37, 37 are screwed into the screw holes 34a, 34a provided on the upper surfaces of the stopper holders 34, 34, and the rod 3
The lock nuts 38, 38 screwed onto the screws 7, 37 are used for fixing. The fixed length rod 11 is sandwiched between the left and right positioning plates 39, 39, 39, 39, respectively, and the screw holes 40, 4 of the two positioning plates 39, 39, 39, 39 are sandwiched.
A bolt (not shown) is inserted through 0 and fastened by a nut (not shown), and the rebar cutting positioning device 31 is installed at a predetermined position.
【0015】そして、前記エアシリンダ36,36を操
作する手元スイッチ(図示せず)を鉄筋切断作業の作業
員が操作可能な適宜場所に配設する。前記スイッチの操
作によりストッパ32に固設したエアシリンダ36のロ
ッド37を収縮させると、ストッパ32は降下し、該ス
トッパ32の下端部32aは鉄筋案内路Gの底部に近接
する。又、エアシリンダ36のロッド37を伸張させる
と、該ストッパ32は上昇し、該ストッパ32の下端部
32aと鉄筋案内路Gの底部間に鉄筋5の通過路が形成
される。A hand switch (not shown) for operating the air cylinders 36, 36 is arranged at an appropriate place where a worker for cutting the reinforcing bar can operate. When the rod 37 of the air cylinder 36 fixed to the stopper 32 is contracted by the operation of the switch, the stopper 32 descends, and the lower end portion 32a of the stopper 32 comes close to the bottom portion of the reinforcing bar guideway G. Further, when the rod 37 of the air cylinder 36 is extended, the stopper 32 rises and a passage for the reinforcing bar 5 is formed between the lower end 32a of the stopper 32 and the bottom of the reinforcing bar guide path G.
【0016】而して、該鉄筋切断用位置決め装置31を
使用して鉄筋を切断長L1,L2に切断する場合は、図
1におけるストッパ32の左端部(鋼線進入側)の定尺
定規を基にL1の位置に移動し、位置決め板39,3
9,39,39をネジにて定尺ロッド11に固定し、切
断長がL1或いはL2にセットされる。そして、切断長
L1の鉄筋を切断する場合は、前記手元スイッチにてス
トッパ32を降下させ、ストッパ33は上昇させる。こ
れにより、鉄筋案内路G内を給送された鉄筋5はストッ
パ33の下端部33aを通過し、ストッパ32の下端部
32aに当接して強制的に停止され、該鉄筋5はカッタ
8により切断長L1に切断される。When the reinforcing bar cutting positioning device 31 is used to cut the reinforcing bar to the cutting lengths L1 and L2, a standard ruler at the left end (steel wire entrance side) of the stopper 32 in FIG. 1 is used. Based on the position of the positioning plate 39,3
9, 39, 39 are fixed to the standard length rod 11 with screws, and the cutting length is set to L1 or L2. Then, when cutting the reinforcing bar having the cutting length L1, the stopper 32 is lowered and the stopper 33 is raised by the hand switch. As a result, the reinforcing bar 5 fed in the reinforcing bar guide path G passes through the lower end portion 33a of the stopper 33, comes into contact with the lower end portion 32a of the stopper 32, and is forcibly stopped, and the reinforcing bar 5 is cut by the cutter 8. Cut to length L1.
【0017】又、切断長L2の鉄筋を切断する場合、前
記手元スイッチにてストッパ33を降下させ、該ストッ
パ32は降下状態を保持する。即ち、図1に示す如く、
前記ストッパ33の下端部の板厚が薄い場合はストッパ
32,33の下端部32a,33aを並設し、強制的停
止における衝撃によるストッパ33の下端部33aの変
形や破損を防止する。そして、給送された鉄筋5は前記
の如くストッパ33の下端部33aに当接して停止し、
該鉄筋5はカッタ8により切断長L2に切断される。When cutting the reinforcing bar having the cutting length L2, the stopper 33 is lowered by the hand switch, and the stopper 32 maintains the lowered state. That is, as shown in FIG.
When the plate thickness of the lower end portion of the stopper 33 is thin, the lower end portions 32a and 33a of the stoppers 32 and 33 are arranged side by side to prevent the lower end portion 33a of the stopper 33 from being deformed or damaged due to the impact at the forced stop. Then, the fed rebar 5 comes into contact with the lower end portion 33a of the stopper 33 and stops, as described above.
The rebar 5 is cut to a cutting length L2 by a cutter 8.
【0018】図3は鉄筋切断用位置決め装置51の他の
実施例を示す。同図において、該鉄筋切断用位置決め装
置51は前記実施例の鉄筋切断用位置決め装置31にさ
らにストッパを増設して3段階の切断長L1,L2,L
3に対応できるようにしたものであり、3組のストッパ
52,53,54及びエアシリンダ36,36,36を
有している。該鉄筋切断用位置決め装置51の作用は、
前記実施例に示したものと同様であるので詳細な説明は
省略するが、ストッパ52,53,54の下端部52
a,53a,54aの前後長を変更することにより、い
かなる切断長の組合せにも対応可能であることは当然で
ある。FIG. 3 shows another embodiment of the positioning device 51 for cutting the reinforcing bar. In the figure, the reinforcing bar cutting positioning device 51 is further provided with a stopper in addition to the reinforcing bar cutting positioning device 31 of the above-described embodiment, and cutting lengths L1, L2, L of three stages.
It has three sets of stoppers 52, 53, 54 and air cylinders 36, 36, 36. The action of the rebar cutting positioning device 51 is as follows.
The detailed description is omitted because it is the same as that shown in the above-mentioned embodiment, but the lower end portion 52 of the stoppers 52, 53, 54 is omitted.
It goes without saying that any combination of cutting lengths can be accommodated by changing the front-rear lengths of a, 53a, 54a.
【0019】尚、本発明は上記一実施例に限定されるべ
きものではなく、種々の線材及び帯状物の切断等の位置
決めに応用することができ、この発明がそれらの改変さ
れたものに及ぶことは当然である。The present invention should not be limited to the above-mentioned embodiment, but can be applied to positioning such as cutting of various wire rods and strips, and the present invention covers modifications thereof. It is natural.
【0020】[0020]
【発明の効果】この発明は、上記一実施例に詳述せる如
く、従来例とは異なり作業員によるストッパ取替え作業
を必要とせず、手元スイッチ等にてストッパを遠隔操作
して切断長の変更ができるので作業工数及び労力が削減
されるとともに、切断長変更に要する時間が著しく短縮
され作業能率の向上に効果を奏する発明である。As described in detail in the above one embodiment, the present invention does not require a stopper replacement work by an operator unlike the conventional example, and changes the cutting length by remotely operating the stopper with a hand switch or the like. Therefore, the working man-hours and labor can be reduced, and the time required for changing the cutting length can be remarkably shortened, so that the working efficiency can be improved.
【図1】本発明の一実施例を示し、その正面図。FIG. 1 is a front view showing an embodiment of the present invention.
【図2】図1において位置決め板を取外した状態を示す
側面図。FIG. 2 is a side view showing a state in which a positioning plate is removed in FIG.
【図3】本発明の他の実施例を示し、その正面図。FIG. 3 is a front view showing another embodiment of the present invention.
【図4】従来例を示し、その正面図。FIG. 4 is a front view showing a conventional example.
【図5】従来例を示し、図4におけるストッパ部分を示
す拡大図。5 is an enlarged view showing a conventional example and showing a stopper portion in FIG.
10 定尺定規 11 定尺ロッド 31,51 鉄筋切断用位置決め装置 32,33,52,53,54 ストッパ 34 ストッパホルダ 36 エアシリンダ G 鉄筋案内路 10 Standard Ruler 11 Standard Rod 31, 51 Reinforcing Bar Cutting Positioning Device 32, 33, 52, 53, 54 Stopper 34 Stopper Holder 36 Air Cylinder G Reinforcing Bar Guideway
Claims (1)
PC鋼線等の切断長の位置決め装置であって、該位置決
め装置には長手方向に鉄筋案内路を設けた定尺定規が配
設されており、更に、該定尺定規の上方に前記鉄筋案内
路と平行に定尺ロッドが配設され、該定尺ロッドにスト
ッパホルダを装着し、該ストッパホルダにストッパを着
脱自在に装着し、該ストッパの下端部を前記鉄筋案内路
の底部へ近接させて前記鉄筋案内路内へ給送される鉄筋
を停止させるように形成された鉄筋切断用位置決め装置
に於て、前記ストッパホルダを前記ストッパに設けた略
長方形状の横孔に遊挿して該ストッパを昇降自在に形成
し、更に、該ストッパホルダとストッパとの間にエアシ
リンダ等から成るアクチュエータを介装し、該アクチュ
エータを遠隔操作して前記ストッパを鉄筋案内路へ挿脱
自在に形成したことを特徴とする鉄筋切断用位置決め装
置。1. A positioning device for a cutting length of a PC steel wire or the like used in a rebar cutting machine for a PC steel wire or the like, wherein a positioning ruler provided with a reinforcing bar guide path in the longitudinal direction is arranged in the positioning device. Further, a fixed length rod is arranged above the fixed length ruler in parallel with the reinforcing bar guide path, a stopper holder is attached to the fixed length rod, and a stopper is detachably attached to the stopper holder. Then, in the rebar cutting positioning device formed so that the lower end of the stopper is brought close to the bottom of the rebar guide passage to stop the rebar fed into the rebar guide passage, the stopper holder is The stopper is loosely inserted into a substantially rectangular lateral hole formed in the stopper so that the stopper can be moved up and down. Further, an actuator such as an air cylinder is interposed between the stopper holder and the stopper, and the actuator is remote. Operate A positioning device for cutting a reinforcing bar, wherein the stopper is formed so as to be freely inserted into and removed from the reinforcing bar guide path.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28535493A JPH07136832A (en) | 1993-11-15 | 1993-11-15 | Positioning device for cutting rebar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28535493A JPH07136832A (en) | 1993-11-15 | 1993-11-15 | Positioning device for cutting rebar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07136832A true JPH07136832A (en) | 1995-05-30 |
Family
ID=17690480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28535493A Pending JPH07136832A (en) | 1993-11-15 | 1993-11-15 | Positioning device for cutting rebar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07136832A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008073757A (en) * | 2006-09-25 | 2008-04-03 | Fuguang Enterp Co Ltd | Forging machine |
| CN112475142A (en) * | 2020-11-13 | 2021-03-12 | 安徽金鹏建设集团股份有限公司 | Efficient cutting machine for construction steel bars |
-
1993
- 1993-11-15 JP JP28535493A patent/JPH07136832A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008073757A (en) * | 2006-09-25 | 2008-04-03 | Fuguang Enterp Co Ltd | Forging machine |
| CN112475142A (en) * | 2020-11-13 | 2021-03-12 | 安徽金鹏建设集团股份有限公司 | Efficient cutting machine for construction steel bars |
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