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JPH0756123B2 - Automatic rebar arrangement method - Google Patents
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JPH0756123B2 - Automatic rebar arrangement method - Google Patents

Automatic rebar arrangement method

Info

Publication number
JPH0756123B2
JPH0756123B2 JP14415287A JP14415287A JPH0756123B2 JP H0756123 B2 JPH0756123 B2 JP H0756123B2 JP 14415287 A JP14415287 A JP 14415287A JP 14415287 A JP14415287 A JP 14415287A JP H0756123 B2 JPH0756123 B2 JP H0756123B2
Authority
JP
Japan
Prior art keywords
horizontal
vertical
bar
automatic
reinforcing bars
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP14415287A
Other languages
Japanese (ja)
Other versions
JPS63312404A (en
Inventor
興平 三尾
幸男 市原
光男 福川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP14415287A priority Critical patent/JPH0756123B2/en
Publication of JPS63312404A publication Critical patent/JPS63312404A/en
Publication of JPH0756123B2 publication Critical patent/JPH0756123B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、配筋、結束、スペーサ取付等の一連の鉄筋の
鉄筋作業を移動する台車によって連続的に行う自動鉄筋
配筋方法に関する。
Description: TECHNICAL FIELD The present invention relates to an automatic reinforcing bar reinforcing method for continuously performing a reinforcing bar operation of a series of reinforcing bars such as reinforcing bar, binding, and spacer attachment by a moving carriage.

[従来技術] 例えば高速道路の築造に際し、路床に鉄筋を布設する鉄
筋作業は、従来人工によっていた。
[Prior Art] For example, when constructing a highway, for example, the work of reinforcing bars for laying reinforcing bars on the roadbed has conventionally been artificial.

[発明が解決しようとする問題点] 従って配筋作業を人工によっていたので、多くの人工を
要して工費、工期が増し、また配筋精度が低くて築造物
の強度に影響を与えていた。
[Problems to be solved by the invention] Therefore, since the reinforcement work was artificial, a lot of artificial work was required to increase the construction cost and the construction period, and the reinforcement accuracy was low, which affected the strength of the structure. .

本発明は上記した問題を解決すべくなされたもので、人
工を低減し、配筋精度を向上する自動鉄筋配筋方法を提
供することを目的としている。
The present invention has been made to solve the above problems, and an object of the present invention is to provide an automatic reinforcing bar reinforcing method that reduces man-made and improves the accuracy of bar arrangement.

[問題点を解決するための手段] 本発明によれば、移動する台車に横筋と縦筋とを引き込
み、引き込んだ横筋を所定ピッチで送りコンベアにより
送り出し、取込んだ縦筋を所定ピッチの送りローラで送
り出し、送り出した両筋を重ね合せてラップ部を結束
し、スペーサを取付け、結束してスペーサを取付けた鉄
筋を台車から路床に布設するようにしている。
[Means for Solving the Problems] According to the present invention, the horizontal streaks and the vertical streaks are drawn into a moving carriage, the drawn horizontal streaks are sent out by a feed conveyor at a predetermined pitch, and the taken vertical streaks are sent at a predetermined pitch. The rollers are sent out, and both the sent-out bars are overlapped to bind the wraps together, a spacer is attached, and the reinforcing bars with the spacers attached are laid from the truck to the roadbed.

[発明の作用効果] 従って台車に横筋と縦筋を引き込み、送り出し、結束し
て台車から路床に布設し、人工を低減し、配筋精度を向
上して工費を低減し、工期を短縮することができる。
[Advantageous effects of the invention] Therefore, the horizontal and vertical lines are drawn into the bogie, sent out, and bundled to be laid from the bogie to the roadbed to reduce man-made, improve the bar arrangement accuracy, reduce the construction cost, and shorten the construction period. be able to.

[好ましい実施の態様] 本発明の実施に際し、横筋の上に縦筋を重ね合せるのが
好ましい。
[Preferred Embodiment] In carrying out the present invention, it is preferable to overlap the vertical stripes with the horizontal stripes.

本発明の実施に際し、横筋送りコンベアに所定ピッチの
横筋受け金具を設け、横筋を手で受け金具に乗せて送り
出してもよいが、受け金具を設けないで、公知のホッパ
ー送り出し装置または選別送り出し装置により定ピッチ
で自動的に送り出すようにするのが好ましい。
In carrying out the present invention, the horizontal stirrup conveyor may be provided with a horizontal stirrup bracket of a predetermined pitch, and the horizontal stirrup may be manually placed on the bracket and sent out. Therefore, it is preferable to automatically send out at a constant pitch.

本発明の実施に際し、鉄筋のラップ部の結束には公知の
自動結束機を用いるのが好ましい。
In carrying out the present invention, it is preferable to use a known automatic binding machine for binding the wrap portion of the reinforcing bar.

本発明の実施に際し、鉄筋の送り出しと台車の移動を自
動結束機の縦方向の長さだけ行い、間欠的に鉄筋を布設
してもよいが、鉄筋の送り出しと台車の移動と結束を連
続的に鉄筋を布設するようにするのが好ましい。
In carrying out the present invention, the rebar feeding and the carriage movement are performed only in the lengthwise direction of the automatic binding machine, and the rebar may be laid intermittently, but the rebar feeding and the carriage movement and binding are continuously performed. It is preferable to install a reinforcing bar in the.

[実施例] 以下図面を参照して本発明の実施例を説明する。Embodiments Embodiments of the present invention will be described below with reference to the drawings.

第1図は本発明を実施する自動鉄筋配筋装置を示してい
る。
FIG. 1 shows an automatic reinforcing bar arrangement device for carrying out the present invention.

全体を符号1で示す自動鉄筋配筋装置は鉄筋を布設する
道路に敷設されたレール一対の41上を自走する走行台車
2と、台車2に設けられた横筋引き込みリフト7と、図
示しない縦筋引き込みリフトと、横筋送りコンベア9
と、縦筋送りローラ10と、全体を符号11で示す自動結束
機と、図示しないスペーサ取付機とより概略構成されて
いる。
An automatic reinforcing bar arrangement device, generally designated by reference numeral 1, is a traveling carriage 2 which is self-propelled on a pair of rails 41 laid on a road on which reinforcing bars are laid, a horizontal bar pull-in lift 7 provided on the carriage 2, and a vertical bar not shown. Muscle pull-in lift and horizontal muscle feed conveyor 9
A vertical streak feed roller 10, an automatic binding machine indicated by reference numeral 11 in its entirety, and a spacer mounting machine (not shown).

走行台車2は、図示しない走行装置により図示の例では
矢印で示す右方へ後述するように自動結束機11の縦方向
の長さだけ間欠的に走行するようになっている。その走
行台車2のフレーム3には、縦筋送り出し用の前部がフ
レーム3と平行し、後部が後傾した架台4が設けられ、
架台4の左側には縦筋引き込みと自動結束機用の作業台
5が前部および中程には縦筋送り出し用の作業台6がそ
れぞれ設けられている。
The traveling carriage 2 is adapted to intermittently travel to the right as shown by an arrow in the illustrated example by a traveling device (not shown) by the length of the automatic binding machine 11 in the longitudinal direction as will be described later. The frame 3 of the traveling carriage 2 is provided with a gantry 4 in which a front portion for sending out vertical stripes is parallel to the frame 3 and a rear portion is tilted backward.
On the left side of the gantry 4, a workbench 5 for pulling in the vertical streak and an automatic binding machine is provided in the front part and a workbench 6 for sending out the vertical streak, respectively.

横筋引き込みリフト7は前方に複数本のフォーク8を突
設し、路床上にある結束された横筋Aを周知のフォクー
リフトと同様の作動でフレーム3上に引き込むようにな
っている。
The lateral bar pull-in lift 7 is provided with a plurality of forks 8 projecting forward, and pulls the bound horizontal bar A on the roadbed onto the frame 3 by the same operation as that of a well-known Fouco lift.

横筋送りコンベア9は、複数のチェーンコンベアで構成
され、自動結束機11の縦方向の長さだけ間欠的に運転す
るようになっており、横筋AのピッチP1(第11図参照)
で図示しない多数の横筋受け金具が設けられ、作業員が
手で横筋Aを受け金具に乗せて送り出すようになってい
る。しかし、横筋の送り出しはこれに限られるものでは
なく、第2図に示すホッパー送り出し装置30又は第3図
に示す選別送り出し装置34を用いてもよい。
The horizontal streak feed conveyor 9 is composed of a plurality of chain conveyors and is adapted to be intermittently operated by the length of the automatic binding machine 11 in the vertical direction. The pitch P1 of the horizontal streak A (see FIG. 11).
In addition, a large number of horizontal stirrup brackets (not shown) are provided, and the worker manually puts the horizontal stirrup A on the bracket and sends it out. However, the delivery of the horizontal streaks is not limited to this, and the hopper delivery device 30 shown in FIG. 2 or the sorting delivery device 34 shown in FIG. 3 may be used.

第2図において、ホッパー送り出し装置30は、横筋Aを
入れるホッパー31と、フリージングを防止し、鉄筋同志
の重なり合いをなくして鉄筋を1本宛落下させる複数の
振動カム32と、ホッパー31からの鉄筋を受け取り、横筋
送りコンベア9上に吐出す受け取りカム33とを備えてい
る。
Referring to FIG. 2, the hopper feeding device 30 includes a hopper 31 for inserting the horizontal bar A, a plurality of vibrating cams 32 for preventing freezing, dropping the reinforcing bars by overlapping the reinforcing bars, and the reinforcing bars from the hopper 31. And a receiving cam 33 for receiving and discharging the horizontal line feeding conveyor 9.

第3図において、選別送り出し装置34は、横筋Aを送る
送りチェーンコンベア35と、鉄筋束を平坦にならし、鉄
筋同士の重なり合いを除く選別コンベア36と、両コンベ
ア35、36の間から送り出された鉄筋を受け取り、横筋送
りコンベア9上に吐出す受け取りカム37とを備えてい
る。
In FIG. 3, the sorting and feeding device 34 is fed from a feeding chain conveyor 35 for feeding the horizontal bars A, a sorting conveyor 36 for flattening the bundle of reinforcing bars and excluding overlapping of the reinforcing bars, and between both conveyors 35, 36. And a receiving cam 37 which receives the rebar and discharges it onto the horizontal bar feeding conveyor 9.

第1図に戻り、縦筋送りローラ10は縦筋BのピッチP2
(第11図参照)で横方向に多数が配設され縦方向には複
数列が配置されている。そして自動結束機11の部分で縦
筋Bを横筋送りコンベア9上の横筋A上に重ねるように
なっている。
Returning to FIG. 1, the vertical streak feed roller 10 has a pitch P2 of the vertical streak B.
(See FIG. 11), a large number are arranged in the horizontal direction and a plurality of rows are arranged in the vertical direction. The vertical streak B is overlapped with the horizontal streak A on the horizontal streak feed conveyor 9 in the automatic binding machine 11.

次に第4〜9図を参照して、結束の態様について説明す
る。
Next, a binding mode will be described with reference to FIGS.

第4図及び第5図において、自動結束機11は、(第1図
にも示すように)走行台車2の巾方向前後に設けられた
上下一対のフレーム12、13と、フレーム12、13に移動自
在に支持された上部および下部の可動フレーム14、15
と、2条の結束ワイヤ16、16を送り出す送り出しリール
17と、該結束ワイヤを案内する案内リング18(第5図)
と、モータ19にチェーン20を介して駆動される上下のね
じり装置21、21と、該ねじり装置21、21に係合する上下
の加締金具22、22、とを備えている。
In FIGS. 4 and 5, the automatic binding machine 11 includes a pair of upper and lower frames 12 and 13 provided at the front and rear in the width direction of the traveling carriage 2 (as also shown in FIG. 1) and the frames 12 and 13. Movable upper and lower movable frames 14, 15
And a reel for sending out the two binding wires 16, 16.
17 and a guide ring 18 for guiding the binding wire (Fig. 5)
And the upper and lower twisting devices 21, 21 driven by the motor 19 via the chain 20, and the upper and lower crimping metal fittings 22, 22 engaging with the twisting devices 21, 21.

送り出しリール17から送り出されたワイヤ16、16は、案
内リング18にガイドされ、上方のねじり装置21、加締金
具22を通る。そして、結束ワイヤ16、16は、鉄筋Bと横
筋Aのラップ部(鉄筋のラップ部)を対角状に通り、下
方の加締金具22、ねじり装置21へと送られる。
The wires 16, 16 delivered from the delivery reel 17 are guided by the guide ring 18 and pass through the upper twisting device 21 and the caulking metal fitting 22. Then, the binding wires 16 and 16 are diagonally passed through the wrap portions (reinforcing bar wrap portions) of the reinforcing bars B and the lateral reinforcing bars A, and are fed to the caulking metal fittings 22 and the twisting device 21 below.

結束ワイヤ16、16が下方の加締金具22、ねじり装置21へ
送られて、所定の位置まで到達したならば、上下のねじ
り装置21、21の各々を対応する加締装置22、22へ押し込
んで、2条の結束ワイヤ16、16を上下において挟み込
む。次いで、モータ19を作動し、上下のねじり装置21、
21を回転してワイヤ16、16をねじり、横筋Aと縦筋Bを
結束する。
When the binding wires 16 and 16 are sent to the lower crimping metal fitting 22 and the twisting device 21 and reach a predetermined position, the upper and lower twisting devices 21 and 21 are respectively pushed into the corresponding crimping devices 22 and 22. Then, the two binding wires 16, 16 are vertically sandwiched. Then, the motor 19 is actuated, and the upper and lower twisting devices 21,
21 is rotated and the wires 16 and 16 are twisted to bind the horizontal line A and the vertical line B.

そして、ねじり装置21、21を更に回転し、ワイヤ16、16
を更にねじることによって該ワイヤに張力を付加すれ
ば、加締金具22のはぐち部22a(第7図)でワイヤ16、1
6がカットされる。すなわち、ワイヤ16、16に張力を付
加することにより、該ワイヤは加締金具22の中心部側に
押付けられ、第9図で示すように、はぐち部22aの刃22e
が該ワイヤに食い込んで、切断するに至るのである。
Then, the twisting devices 21, 21 are further rotated, and the wires 16, 16
If a tension is applied to the wire by further twisting the wire, the gusset portion 22a (Fig. 7) of the caulking metal fitting 22 will cause the wires 16, 1
6 is cut. That is, by applying tension to the wires 16 and 16, the wires are pushed toward the center of the caulking metal fitting 22, and as shown in FIG.
Cut into the wire and cut it.

最後に上下のねじり装置21、21の各々を対応する加締金
具22、22から離脱させる。そして、可動フレーム14、15
を連動してフレーム12、13上を鉄筋Bの1ピッチP2分だ
け移動し、次の箇所において上述したのと同様に結束を
行う。
Finally, each of the upper and lower twisting devices 21, 21 is detached from the corresponding crimp fittings 22, 22. And the movable frames 14, 15
Are interlocked with each other to move on the frames 12 and 13 by one pitch P2 of the reinforcing bar B, and the bundling is performed at the next position in the same manner as described above.

次に本発明の実施の態様を説明する。Next, an embodiment of the present invention will be described.

第10図ないし第12図は、築造される道路と鉄筋の状態を
示しており、巾W(例えば8.5m)の道路には路床から天
板までの厚さT(例えば250mm)の鉄筋コンクリートが
打設される。その配筋は、横筋A(例えば16φ×8.5m)
のピッチP1(例えば200mm)、縦筋B(例えば16φ×12
m)のピッチP2(例えば250mm)で、縦筋Bのラップ長l
は2P1(すなわち例えば400mm)にとられている。また、
スペーサ40の横方向のピッチは4P2に、縦方向のピッチ
は2P1に等しくとられており、配筋高さtはコンクリー
ト厚Tの略70%にとられている。この道路の両側には、
レール41、41が敷設され、そのレール41、41上を走行台
車2が走行するようになっている。
Figures 10 to 12 show the condition of roads and reinforcing bars to be built. For roads of width W (eg 8.5m), there is reinforced concrete of thickness T (eg 250mm) from the roadbed to the top plate. It is cast. The bar arrangement is horizontal bar A (eg 16φ x 8.5m)
Pitch P1 (eg 200 mm), vertical stripe B (eg 16φ × 12
m) pitch P2 (for example 250 mm), lap length 1 of the vertical stripe B
Is taken at 2P1 (ie 400mm for example). Also,
The spacer 40 has a horizontal pitch equal to 4P2 and a vertical pitch equal to 2P1, and the reinforcing bar height t is approximately 70% of the concrete thickness T. On both sides of this road,
Rails 41, 41 are laid, and the traveling carriage 2 travels on the rails 41, 41.

作業に際し、事前に路床上の適所に結束した横筋Aと縦
筋Bとを配置する。
At the time of work, the horizontal streak A and the vertical streak B, which have been bound in advance, are arranged at appropriate places on the roadbed.

走行台車2を停止し、横筋引き込みリフト7により横筋
Aの束をフレーム3上に引き込み、縦筋引き込みリフト
により縦筋Bの束を作業台5に引き込む。そして、横筋
Aの束をばらし、手動で横筋送りコンベア9の受け金具
に乗せて送り出し、縦筋Bの束をばらして、作業台6、
6から縦筋送りローラ10に乗せて送り出す。次いで、自
動結束機11の所で静止している横筋送りコンベア9上の
横筋Aと横筋A上に重ね合された縦筋Bとのラップ部を
自動結束機11により結束ワイヤ16で横方向の一例(図示
の例では左側)から他側に順次自動的に結束する。結束
が終ったら、第11図に示すように、スペーサ40を取付け
る。次いで、自動結束機11の縦方向の長さだけ横筋送り
コンベア9を運転するとともに、走行台車2を走行させ
て結束しスペーサ40を取付けた鉄筋を路床上に敷設す
る。以後、同様の手順を繰返して鉄筋の敷設を行う。
The traveling carriage 2 is stopped, the bundle of the horizontal stripes A is drawn onto the frame 3 by the horizontal stripe drawing lift 7, and the bundle of the vertical stripes B is drawn into the work table 5 by the vertical stripe drawing lift. Then, the bundle of the horizontal stripes A is separated, and the bundle of the vertical stripes B is separated by manually placing the bundle of the horizontal stripes A on the receiving metal fitting of the horizontal stripe feed conveyer 9 and sending it out.
6 and put it on the vertical streak feed roller 10 and send it out. Then, the lap portion of the horizontal bar A on the horizontal bar feeder conveyor 9 which is stationary at the automatic binding machine 11 and the vertical bar B superposed on the horizontal bar A is moved by the automatic binding machine 11 with the binding wire 16 in the lateral direction. From one example (left side in the illustrated example), the other side is automatically bound. After the binding is completed, the spacer 40 is attached as shown in FIG. Then, the horizontal bar feed conveyor 9 is operated by the length of the automatic binding machine 11 in the vertical direction, and the traveling carriage 2 is run to bind the reinforcing bar with the spacers 40 installed on the roadbed. After that, the same procedure is repeated to lay the reinforcing bar.

この際、鉄筋Bのラップ長lは横筋AのピッチP1の2倍
にとられているので、少なくとも2つのラップ部で結束
されるが、これに限られるものではなく、ラップ長lを
短くして縦筋同士で結束し、又は結束しなくてもよく、
あるいは、ラップ長lをなくして、縦筋Bの端部同士を
溶着してもよい。また間欠的に横筋送りコンベア9を運
転し、走行台車2を走行させて鉄筋の布設を行うかわり
に、連続的に縦方向に自動結束を行い、連続的に横筋送
りコンベア9を運転し、走行台車2を走行させて縦筋布
設の効率を向上することもできる。
At this time, since the lap length 1 of the reinforcing bar B is set to be twice the pitch P1 of the transverse bar A, it is bound by at least two lap portions, but it is not limited to this, and the lap length 1 can be shortened. May or may not be tied together with the vertical muscles,
Alternatively, the lap length 1 may be eliminated and the ends of the vertical stripes B may be welded to each other. Further, instead of intermittently operating the horizontal bar feed conveyor 9 and running the traveling carriage 2 to lay the reinforcing bars, automatic binding is continuously performed in the vertical direction, and the horizontal bar feed conveyor 9 is continuously driven to run. The trolley | bogie 2 can be made to run and the efficiency of vertical bar installation can also be improved.

[まとめ] 以上説明したように本発明によれば、走行台車に横筋と
縦筋を引き込み、送り出し、自動結束して走行台車から
路床に布設し、人工を低減し、配筋精度を向上して工費
を低減し、工期を短縮することができる。
[Summary] As described above, according to the present invention, the horizontal and vertical stripes are drawn into the traveling carriage, fed out, and automatically bundled to be laid on the roadbed from the traveling carriage to reduce the artificial and improve the reinforcement accuracy. The construction cost can be reduced and the construction period can be shortened.

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

第1図は本発明を実施する自動鉄筋配筋装置を示す斜視
図、第2図はホッパー送り出し装置の斜視図、第3図は
選別送り出し装置の側面図、第4図ないし第9図は自動
結束機を示し、第4図は全体斜視図、第5図は作動を説
明する正面図、第6図はねじり装置の平面図、第7図は
加締装置の側面図、第8図は第7図の下面図、第9図は
加締金具のはぐち部を示す部分拡大断面図、第10図ない
し第12図は本発明を実施する道路と鉄筋の状態を示し、
第10図は横方向断面図、第11図は平面図、第12図はスペ
ーサの拡大側面図である。 A……横筋、B……縦筋、1……自動鉄筋配筋装置、2
……走行台車、7……横筋引き込みリフト、9……横筋
送りコンベア、10……鉄筋送りローラ、11……自動結束
機、40……スペーサ
FIG. 1 is a perspective view showing an automatic reinforcing bar arrangement device for carrying out the present invention, FIG. 2 is a perspective view of a hopper feeding device, FIG. 3 is a side view of a sorting feeding device, and FIGS. 4 to 9 are automatic. FIG. 4 shows the binding machine, FIG. 4 is an overall perspective view, FIG. 5 is a front view for explaining the operation, FIG. 6 is a plan view of the twisting device, FIG. 7 is a side view of the caulking device, and FIG. FIG. 7 is a bottom view, FIG. 9 is a partially enlarged sectional view showing the edge of the caulking metal, and FIGS. 10 to 12 show the state of roads and reinforcing bars for carrying out the present invention.
FIG. 10 is a lateral sectional view, FIG. 11 is a plan view, and FIG. 12 is an enlarged side view of the spacer. A: horizontal bar, B: vertical bar, 1 ... automatic reinforcing bar arrangement device, 2
…… Traveling vehicle, 7 …… Horizontal bar pull-in lift, 9 …… Horizontal bar feed conveyor, 10 …… Reinforcing bar feed roller, 11 …… Automatic binding machine, 40 …… Spacer

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】移動する台車に横筋と縦筋とを引き込み、
引き込んだ横筋を所定ピッチで送りコンベアにより送り
出し、取込んだ縦筋を所定ピッチの送りローラで送り出
し、送り出した両筋を重ね合せてラップ部を結束し、ス
ペーサを取付け、結束してスペーサを取付けた鉄筋を台
車から路床に布設することを特徴とする自動鉄筋配筋方
法。
1. A horizontal carriage and a vertical stripe are drawn into a moving carriage,
The drawn horizontal streaks are sent out at a specified pitch by a feed conveyor, the taken vertical streaks are sent out by a specified pitch feed roller, the sent out streaks are overlapped, the wrap parts are bound, spacers are attached, and the spacers are attached The method for arranging automatic reinforcing bars is characterized in that the reinforcing bars are laid from the bogie to the roadbed.
JP14415287A 1987-06-11 1987-06-11 Automatic rebar arrangement method Expired - Fee Related JPH0756123B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14415287A JPH0756123B2 (en) 1987-06-11 1987-06-11 Automatic rebar arrangement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14415287A JPH0756123B2 (en) 1987-06-11 1987-06-11 Automatic rebar arrangement method

Publications (2)

Publication Number Publication Date
JPS63312404A JPS63312404A (en) 1988-12-20
JPH0756123B2 true JPH0756123B2 (en) 1995-06-14

Family

ID=15355423

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14415287A Expired - Fee Related JPH0756123B2 (en) 1987-06-11 1987-06-11 Automatic rebar arrangement method

Country Status (1)

Country Link
JP (1) JPH0756123B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101042206B1 (en) * 2008-10-28 2011-06-16 현대제철 주식회사 Countertop Conveyor Speed Control

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2507909B2 (en) * 1993-01-20 1996-06-19 工業技術院長 Reinforcing bar binding device and binding method thereof
CN110735380A (en) * 2019-09-10 2020-01-31 陕西华中机械有限公司 kinds of reinforcing mesh paving mechanism, pavement reinforcing mesh paving machine and concrete paver
CN111101427A (en) * 2020-01-10 2020-05-05 陕西华中机械有限公司 Road paver

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101042206B1 (en) * 2008-10-28 2011-06-16 현대제철 주식회사 Countertop Conveyor Speed Control

Also Published As

Publication number Publication date
JPS63312404A (en) 1988-12-20

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