JPH0713404B2 - Assembly device for columnar rebar assembly - Google Patents
Assembly device for columnar rebar assemblyInfo
- Publication number
- JPH0713404B2 JPH0713404B2 JP8979692A JP8979692A JPH0713404B2 JP H0713404 B2 JPH0713404 B2 JP H0713404B2 JP 8979692 A JP8979692 A JP 8979692A JP 8979692 A JP8979692 A JP 8979692A JP H0713404 B2 JPH0713404 B2 JP H0713404B2
- Authority
- JP
- Japan
- Prior art keywords
- band
- main
- reinforcement
- bar
- rails
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、ビルディング、橋等の
構築物の建設に用いるプレストレストコンクリート製柱
の骨格となる柱状鉄筋組立体を組立てるための組立装置
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an assembling apparatus for assembling a columnar reinforcing bar assembly which is a skeleton of a prestressed concrete column used for constructing a structure such as a building or a bridge.
【0002】[0002]
【従来の技術】近年、ビルディング、橋等の構築物の建
設にあっては規格化した部材を工場内で製造し、現場で
は既成の部材を組付けることによって現場作業を極力少
なくする方向にある。このことから、構築物用にプレス
トレストコンクリート製柱(PC鋼線で予めコンクリー
ト内部に圧縮応力を与えて補強した構造の柱)を工場内
で製造することが行われている。2. Description of the Related Art In recent years, in the construction of structures such as buildings and bridges, standardized members are manufactured in factories, and existing members are assembled on the site to minimize the work on site. For this reason, prestressed concrete columns (columns having a structure in which concrete is preliminarily applied with a compressive stress to reinforce the concrete with a PC steel wire) have been manufactured in the factory for construction.
【0003】このプレストレストコンクリート製柱に
は、長尺の直線状の主筋と略囗形のバンド筋とを結束線
を用いて十字状に結束し、全体として柱状に組立てた鉄
筋組立体を用いるが、従来この柱状鉄筋組立体を組立て
るための装置は提供されていない。For this prestressed concrete column, a reinforcing bar assembly is used in which a long linear main bar and a substantially band-shaped band bar are bound in a cross shape using a binding line, and are assembled in a columnar shape as a whole. Conventionally, no apparatus has been provided for assembling the columnar rebar assembly.
【0004】[0004]
【発明が解決しようとする課題】このため、長尺で重量
のある主筋を搬送する作業は男子の作業員しか出来ず、
しかも大きな労働負担になっている。またバンド筋の角
隅を押開いて主筋をバンド筋の内側にくぐらせる作業が
必要であるが、この作業は極めて面倒であり、しかもバ
ンド筋の数も多いために長時間を要することから、生産
性を上げることは不可能であった。更に、主筋及びバン
ド筋を組付ける際には、これら鉄筋を支持する作業員と
結束する作業員の2人は最低限必要であり、人的面でも
生産性の向上は不可能であった。For this reason, only a male worker can carry the work of transporting a long and heavy main bar,
Moreover, it is a heavy labor burden. In addition, it is necessary to open the corners of the band muscles and pass the main muscles inside the band muscles, but this work is extremely troublesome, and since there are many band muscles, it takes a long time, It was impossible to increase productivity. Further, when assembling the main bar and the band bar, it is necessary to have at least two workers, a worker supporting the reinforcing bar and a worker binding the reinforcing bar, and it is impossible to improve the productivity in terms of personnel.
【0005】更にまた、主筋の長手方向に列設するバン
ド筋同志の間隔は作業員の目分量で行っているため、ピ
ッチに不揃いが生じ易いという問題点がある。Furthermore, since the intervals between the band reinforcements arranged in the longitudinal direction of the main reinforcement are set according to the operator's scale, there is a problem that the pitch is likely to be uneven.
【0006】本発明は上述した従来技術の問題点に鑑み
なされたもので、主筋をバンド筋にくぐらせる作業、主
筋の搬送作業、バンド筋の支持作業を完全に無くすこと
ができる柱状鉄筋組立体の組立装置を提供することを目
的とする。The present invention has been made in view of the above-mentioned problems of the prior art, and a columnar reinforcing bar assembly capable of completely eliminating the work of passing the main bar through the band, the transfer of the main bar, and the support of the band. It is an object of the present invention to provide an assembling device of the above.
【0007】[0007]
【課題を解決するための手段】上述した課題を解決する
ために構成された本発明の手段は、平行に配設した一対
のレールと、該各レールの上端から下向きに形成された
所定深さの溝からなり、該各レールの長手方向に所定間
隔毎に配設した複数のバンド筋嵌合溝と、前記一対のレ
ールのうちの一側のレールの外側で、かつ、該一側のレ
ールより上方に位置して該レールと平行に配設したバン
ド筋支持材及び前記複数のバンド筋嵌合溝の各位置に対
応して該バンド筋支持材に所定間隔毎に配設した複数の
バンド筋係合部からなるバンド筋支持手段と、主筋載置
部を有し、前記一対のレール上を進退自在に走行可能な
主筋搬送車とからなる。Means for Solving the Problems The means of the present invention configured to solve the above-mentioned problems is a pair of rails arranged in parallel and a predetermined depth formed downward from the upper end of each rail. A plurality of band streak fitting grooves arranged at predetermined intervals in the longitudinal direction of each rail, and outside the rail on one side of the pair of rails and on the rail on the one side. A band reinforcement supporting member which is positioned above and parallel to the rail, and a plurality of bands which are arranged at predetermined intervals in the band reinforcement supporting member corresponding to respective positions of the plurality of band reinforcement fitting grooves. It comprises a band reinforcement supporting means including a muscle engaging portion, and a main reinforcement carrier vehicle having a main reinforcement placement portion and capable of traveling on and off the pair of rails.
【0008】[0008]
【作用】一対のレールに隔設したバンド筋嵌合溝とバン
ド筋支持材のバンド筋係合部とによって多数のバンド筋
を鉛直状態で所定間隔毎に支持する。主筋を乗せた主筋
搬送車はレール上を走行し、バンド筋の列の中に組立け
るべき位置まで進入する。A plurality of band reinforcements are vertically supported at predetermined intervals by the band reinforcement fitting groove and the band reinforcement engagement portion of the band reinforcement support member which are separated from each other by a pair of rails. The main reinforcement carrier with the main reinforcements travels on the rails and enters into the row of band reinforcements up to the position to be assembled.
【0009】[0009]
【実施例】以下、本発明の実施例を図面に基づき詳述す
る。図において、1、1、・・・は柱状鉄筋組立体を構
成する直線状の長尺の主筋2、2、・・・は略囗形に折
曲形成したバンド筋で、各バンド筋2と主筋1とは直交
状態で交差する部位で結束線(図示せず)により結束す
ることにより、互いに組付けられる。Embodiments of the present invention will now be described in detail with reference to the drawings. In the figure, reference numerals 1, 1, ... Represent long linear reinforcements 2, 2 ,. The main muscles 1 are assembled to each other by binding with a binding line (not shown) at a portion intersecting with the main muscle 1 in an orthogonal state.
【0010】3、3は例えば工場内の床A上に所定間隔
離間して平行に配設した一対のレールを示す。4、4、
・・・は前記レール3、3の長手方向途中から先端側に
かけて所定間隔毎に、かつ左、右対称の位置に配設した
複数のバンド筋嵌合溝で、該各バンド筋嵌合溝4はバン
ド筋2が遊嵌できる溝幅と、バンド筋2の直径の1,5
〜3倍の溝深さのものからなり、レール3の上端3Aか
ら下向きに切欠き状に形成してある。Numerals 3 and 3 indicate a pair of rails arranged in parallel on a floor A in a factory with a predetermined distance therebetween. 4, 4,
... are a plurality of band reinforcement fitting grooves arranged at predetermined intervals from the middle of the rails 3 and 3 in the longitudinal direction to the tip side, and at left and right symmetrical positions. Is the groove width where the band reinforcement 2 can be loosely fitted, and the diameter of the band reinforcement 2 is 1,5
It is formed with a groove depth of 3 to 3 times, and is formed in a notch shape downward from the upper end 3A of the rail 3.
【0011】5は左、右のバンド筋嵌合溝4、4に下部
側を嵌合したバンド筋2の一側側部を支持するためのバ
ンド筋支持手段を示し、該バンド筋支持手段5は一側の
レール3の外側に位置して該レール3と平行に隔設した
3本の支柱6、6、6と、レール3より上方に位置して
該支柱6、6、6間に水平方向に架設した横方向基材7
と、バンド筋嵌合溝4、4、・・・の各位置に対応して
該横方向基材7に所定間隔毎に形成したバンド筋係合溝
8、8、・・・とから構成してある。Reference numeral 5 designates a band reinforcing member supporting means for supporting one side portion of the band reinforcing member 2 whose lower side is fitted in the left and right band reinforcing member fitting grooves 4 and 4, respectively. Is three pillars 6, 6, 6 located outside the rail 3 on one side and spaced parallel to the rail 3, and horizontally between the pillars 6, 6, 6 above the rail 3. Lateral substrate 7 installed in the direction
, And band reinforcement engaging grooves 8, 8 formed in the lateral base material 7 at predetermined intervals corresponding to respective positions of the band reinforcement fitting grooves 4, 4 ,. There is.
【0012】次に、9はレール3、3上を進退自在に走
行可能な主筋搬送車を示す。10は該主筋搬送車を構成
する台車で、該台車10は走行方向に長方形に形成した
フレーム11と、該フレーム11の長手方向両端側に位
置してフレーム11の下側に固着した左、右各一対の軸
受12、12及び13、13と、該各一対の軸受12、
12及び13、13間に設けた回転軸14、15と、該
回転軸14、15の軸端に固着され、レール3、3上を
転動する左、右各一対の車輪16、16、・・・と、フ
レーム11の後端側(図2中左端側)上部に固着した支
持板17とから構成してある。Next, reference numeral 9 denotes a main carrier vehicle which can travel on the rails 3 and 3 so as to move forward and backward. Reference numeral 10 denotes a trolley that constitutes the main-strip transport vehicle. The trolley 10 has a frame 11 formed in a rectangular shape in the traveling direction, and left and right fixed to the lower side of the frame 11 located at both longitudinal ends of the frame 11. Each pair of bearings 12, 12 and 13, 13 and each pair of bearings 12,
12 and 13 and the rotating shafts 14 and 15 provided between the rotating shafts 14 and 15, and a pair of left and right wheels 16 and 16 fixed to the shaft ends of the rotating shafts 14 and 15 and rolling on the rails 3 and 3. .. and a support plate 17 fixed to the upper portion of the rear end side (left end side in FIG. 2) of the frame 11.
【0013】18は前記台車10を前進及び後退させる
ための走行装置を示し、該走行装置18は前記支持板1
7上に搭載した駆動モータ19と、該駆動モータ19の
出力軸に取着した小径スプロケット20と、一方の回転
軸15に嵌着した大径スプロケット21と、該小径及び
大径スプロケット20、21間に巻装した駆動チェン2
2と、駆動モータ19に給電する電源ケーブル23を台
車10の移動に応じて巻取り、繰出しを行うリール24
と、駆動モータ19の始動及び停止、正逆回転の切換、
速度制御を行うための制御ボックス25とから構成して
ある。Reference numeral 18 denotes a traveling device for moving the bogie 10 forward and backward, and the traveling device 18 is the supporting plate 1
Drive motor 19 mounted on 7, a small-diameter sprocket 20 attached to the output shaft of the drive motor 19, a large-diameter sprocket 21 fitted to one rotating shaft 15, and the small-diameter and large-diameter sprocket 20, 21. Drive chain 2 wound between
2 and a reel 24 for winding and unwinding the power cable 23 for feeding the drive motor 19 in accordance with the movement of the carriage 10.
And start and stop of the drive motor 19, switching between forward and reverse rotation,
It is composed of a control box 25 for performing speed control.
【0014】更に、26は主筋載置部を示し、該主筋載
置部26はフレーム11の前端、中間及び後端寄りに立
設した3基の主筋支持体27、27、27から構成して
ある。ここで、該各主筋支持体27はフレーム11の幅
方向両端に立設した一対の縦支柱27A、27Aと、該
縦支柱27A、27Aの上端に架設した横支柱27B
と、フレーム11の幅方向両側に向けて各縦支柱27B
の外面に先端側を斜め上方に向けた状態で縦方向に隔設
した複数の主筋掛止め部材27C、27C、・・・と、
各縦支柱27Bの上端に突設した主筋ストッパ部材27
Dとから構成してある。Further, reference numeral 26 denotes a main bar mounting portion, and the main bar mounting portion 26 is composed of three main bar supporting members 27, 27, 27 standing upright near the front end, the middle and the rear end of the frame 11. is there. Here, each main bar support 27 is a pair of vertical columns 27A and 27A standing on both ends in the width direction of the frame 11, and a horizontal column 27B installed on the upper ends of the vertical columns 27A and 27A.
And the vertical columns 27B toward both sides in the width direction of the frame 11.
A plurality of main bar retaining members 27C, 27C, ...
Main bar stopper member 27 protruding from the upper end of each vertical column 27B
And D.
【0015】本実施例装置は上述の構成からなるが、次
にその作動について説明する。組立作業開始前には、主
筋搬送車9はバンド筋嵌合溝4を形成していないレール
3、3の後部側に位置させてあり、この位置で主筋1、
1、・・・を3基の主筋支持体27、27、27の各段
の主筋掛止め部材27C、27C、・・・に水平状態に
横架する。また、主筋支持体27の横支柱27B上に必
要な本数の主筋1、1、・・・を乗せておく。The apparatus of this embodiment has the above-mentioned structure, and its operation will be described below. Prior to the start of the assembly work, the main reinforcement carrier 9 is located on the rear side of the rails 3 and 3 where the band reinforcement fitting groove 4 is not formed, and at this position, the main reinforcement 1,
1 are horizontally mounted horizontally on the main bar retaining members 27C, 27C, ... at the respective stages of the three main bar supports 27, 27, 27. Further, the required number of main bars 1, 1, ... Are placed on the horizontal columns 27B of the main bar support 27.
【0016】一方、予め折曲加工してあるバンド筋2、
2、・・・をバンド筋嵌合溝4とこれに対応する位置の
バンド筋係合溝8とに係合し、図3に示すように一対の
レール3、3上に所定本数のバンド筋2、2、・・・を
立設する。On the other hand, the band streak 2, which has been bent beforehand,
, 2 are engaged with the band reinforcing groove 4 and the band reinforcing engaging groove 8 at a position corresponding thereto, and a predetermined number of band reinforcing members are provided on the pair of rails 3 and 3 as shown in FIG. Set up 2, 2, ...
【0017】しかる後、走行装置18を操作して主筋搬
送車9を前進させ、列設してあるバンド筋2、2、・・
・内の所定の位置まで侵入させる。この停止位置には主
筋搬搬送車9が接触することにより作動する停止用スイ
ッチが設けてある。これによって、主筋1、1、・・・
とバンド筋2、2、・・・は略直交方向に交差した状態
に配置される。Thereafter, the traveling device 18 is operated to move the main-strip carrier 9 forward, and the band-strips 2, 2, ...
・ Intrude to the specified position inside. At this stop position, there is provided a stop switch that is activated by the contact of the main carrier carrying vehicle 9. As a result, the main lines 1, 1, ...
, And the band muscles 2, 2, ... Are arranged so as to intersect each other in a substantially orthogonal direction.
【0018】この状態から各主筋1を主筋載置部26か
ら順次取出してバンド筋2、2、・・・に図示しない結
束線を用いて組付けていく。このようにして、各主筋1
と各バンド筋2の組付けが完了したら、バンド筋2、
2、・・・の下部側に組付ける残りの主筋1、1、・・
・を主筋搬送車9からバンド筋2、2、・・・の上に降
ろした後、走行装置18を操作して主筋搬送車9を最後
端に位置するバンド筋2の外側にまで後退させる。From this state, the respective main reinforcements 1 are sequentially taken out from the main reinforcement placement portion 26 and assembled to the band reinforcements 2, 2, ... Using a binding wire (not shown). In this way, each main muscle 1
When the assembly of each band muscle 2 is completed, the band muscle 2,
The rest of the main bars 1, 2, ...
After lowering from the main reinforcement carrier 9 onto the band reinforcements 2, 2, ..., The traveling device 18 is operated to retract the main reinforcement carrier 9 to the outside of the band reinforcement 2 located at the rearmost end.
【0019】そして、前述の如くバンド筋2、2、・・
・上に降ろした残りの主筋1、1、・・・を各バンド筋
2に組付けると共に、柱状鉄筋組立体を構成する両端側
の鉄筋(図示せず)を組付けることにより、柱状鉄筋組
立体の組立が完了する。As described above, the band lines 2, 2, ...
· By assembling the remaining main bars 1, 1, ..., which have been lowered onto the respective band bars 2, and by assembling the rebars (not shown) at both ends constituting the columnar bar assembly, Assembly of the solid is completed.
【0020】本実施例装置は叙上の如くであって、主筋
載置部26の各縦支柱27Bに複数の主筋掛止め部27
C、27C、・・・を多段状に設けて主筋1、1、・・
・を支持するように構成したから、各主筋1をバンド筋
2、2、・・・の側部側に組付ける際に主筋1の移動量
を最小限にすることができ、作業性に優れている。ま
た、主筋載置部26の横支柱27B上に主筋1、1、・
・・を載置できるから、バンド筋2、2、・・・の上部
側に各主筋1を組付ける際の主筋1の移動量も最小限に
できる。The apparatus of this embodiment is as described above, and a plurality of main bar retaining portions 27 are attached to each vertical column 27B of the main bar mounting portion 26.
C, 27C, ... are provided in a multi-stage form and main bars 1, 1, ...
Since it is configured to support, it is possible to minimize the amount of movement of the main reinforcement 1 when assembling each main reinforcement 1 to the side of the band reinforcements 2, 2, ... ing. In addition, the main bars 1, 1, ... On the horizontal columns 27B of the main bar mounting portion 26.
.. can be placed, so that the amount of movement of the main bars 1 when assembling each main bar 1 on the upper side of the band bars 2, 2, ...
【0021】本実施例は叙上の如くであるが、レール
3、3に複数種のピッチのバンド筋嵌合溝を形成するこ
とによって、バンド筋2の間隔が異なる複数種の柱状鉄
筋組立体を1の組立装置で組立てることができる。Although this embodiment is as described above, a plurality of types of columnar reinforcing bar assemblies having different intervals between the band reinforcements 2 are formed by forming band reinforcement fitting grooves of a plurality of types of pitches on the rails 3, 3. Can be assembled with one assembly device.
【0022】[0022]
【発明の効果】本発明は以上詳述した如く構成したか
ら、下記の諸効果を奏する。 バンド筋はバンド筋嵌合溝とバンド筋係合部によって
正確な所定の間隔に支持し、主筋と組付けることができ
るから、従来技術のような寸法上の不揃いを完全に解消
することができ、強度性が向上した高品質の柱状鉄筋組
立体を製造することができる。 多数のバンド筋を列設した中に主筋搬送車を侵入させ
るように構成したから、従来技術の様に多数のバンド筋
の各を主筋にくぐらせる作業を完全に無くすことがで
き、作業時間を大幅に短縮することができる。 従来作業者に頼っていた主筋の搬送を主筋搬送車によ
って、またバンド筋の支持をレール及びバンド筋支持手
段によって行うように構成したから、重量物であるため
に大きな負担となっていた搬送、支持作業から作業者を
実質上解放することができる。 上記と同じ理由により、従来最低2人は必要であっ
た作業者を1人にできるし、作業時間を従来と比較して
約6分の1に短縮できる。Since the present invention is constructed as described above in detail, it has the following effects. The band reinforcement can be supported by the band reinforcement fitting groove and the band reinforcement engaging part at a precise predetermined interval and can be assembled with the main reinforcement, so that the dimensional unevenness of the prior art can be completely eliminated. It is possible to manufacture a high-quality columnar rebar assembly having improved strength. Since it was configured to let the main carrier transport vehicle intrude while arranging many band reinforcements, it is possible to completely eliminate the work of passing each of the many band reinforcements into the main reinforcement as in the prior art, and the work time is reduced. It can be greatly shortened. Conventionally, the main bar was relied on by a worker to carry the main bar, and the band bar was supported by rails and band bar supporting means. The operator can be substantially freed from the supporting work. For the same reason as above, at least two workers can be required to be one worker in the past, and the working time can be shortened to about 1/6 as compared with the conventional one.
【図1】本発明の実施例に係る組立装置の正面図であ
る。FIG. 1 is a front view of an assembly device according to an embodiment of the present invention.
【図2】実施例による組立装置の全体構成を示す外観斜
視図である。FIG. 2 is an external perspective view showing the overall configuration of the assembling apparatus according to the embodiment.
【図3】実施例による組立装置の作動を示すための概略
斜視図である。FIG. 3 is a schematic perspective view showing the operation of the assembling apparatus according to the embodiment.
1 主筋 2 バンド筋 3 レール 4 バンド筋嵌合溝 5 バンド筋支持手段 7 バンド筋支持材 8 バンド筋係合部 9 主筋搬送車 26 主筋載置部 1 main bar 2 band bar 3 rail 4 band bar fitting groove 5 band bar support means 7 band bar support 8 band bar engaging part 9 bar bar carrier 26 bar bar mounting part
Claims (1)
ールの上端から下向きに形成された所定深さの溝からな
り、該各レールの長手方向に所定間隔毎に配設した複数
のバンド筋嵌合溝と、前記一対のレールのうちの一側の
レールの外側で、かつ、該一側のレールより上方に位置
して該レールと平行に配設したバンド筋支持材及び前記
複数のバンド筋嵌合溝の各位置に対応して該バンド筋支
持材に所定間隔毎に配設した複数のバンド筋係合部から
なるバンド筋支持手段と、主筋載置部を有し、前記一対
のレール上を進退自在に走行可能な主筋搬送車とから構
成してなる柱状鉄筋組立体の組立装置。1. A pair of rails arranged in parallel and a groove of a predetermined depth formed downward from the upper end of each rail, and a plurality of rails arranged at predetermined intervals in the longitudinal direction of each rail. A band reinforcing member and a plurality of band reinforcing members arranged outside the one side rail of the pair of rails and above the one side rail and in parallel with the rail. A band reinforcement supporting means composed of a plurality of band reinforcement engaging parts arranged at predetermined intervals in the band reinforcement support member corresponding to respective positions of the band reinforcement fitting groove, and a main reinforcement placing part, An apparatus for assembling a pillar-shaped reinforcing bar assembly, which comprises a main-bar transporting vehicle that can travel back and forth on a pair of rails.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8979692A JPH0713404B2 (en) | 1992-03-13 | 1992-03-13 | Assembly device for columnar rebar assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8979692A JPH0713404B2 (en) | 1992-03-13 | 1992-03-13 | Assembly device for columnar rebar assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05256023A JPH05256023A (en) | 1993-10-05 |
| JPH0713404B2 true JPH0713404B2 (en) | 1995-02-15 |
Family
ID=13980671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8979692A Expired - Fee Related JPH0713404B2 (en) | 1992-03-13 | 1992-03-13 | Assembly device for columnar rebar assembly |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0713404B2 (en) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2278525B1 (en) * | 2005-12-16 | 2008-07-16 | Jose Llorens Selles | Device for assembling of beams in forming pillars, comprises horizontal ribband, which has unit for detention, metal plate that is arranged perpendicular at one of its end |
| JP6856844B2 (en) * | 2016-11-09 | 2021-04-14 | アイワスチール株式会社 | Jigs and methods for manufacturing rebar cages using the jigs |
| KR101999889B1 (en) * | 2017-07-12 | 2019-07-12 | 현대건설주식회사 | Jig For Pre-Assembling Iron Bar And Assembling Method Using Thereof |
| CN108380796B (en) * | 2018-03-27 | 2024-01-26 | 建科机械(天津)股份有限公司 | A stirrup positioning device and steel cage forming and assembly machine |
| JP2020183642A (en) * | 2019-05-07 | 2020-11-12 | 株式会社向山工場 | Reinforcement bar holding device |
| CN111376390B (en) * | 2020-05-19 | 2024-09-20 | 中国建筑第七工程局有限公司 | A prefabricated box girder reinforcement binding gantry working platform |
| KR102347609B1 (en) * | 2021-05-10 | 2022-01-06 | 주식회사 마무리기술 | Automatic continuous driving type reinforced workpieces cart system |
| KR102327190B1 (en) * | 2021-05-13 | 2021-11-16 | 한국철강산업(주) | Manufacturing method of square column reinforcing bar assembly and jig apparatus therefor |
| WO2024089831A1 (en) * | 2022-10-26 | 2024-05-02 | 東洋ライト工業株式会社 | Shear reinforcing bar holding device in reinforcing bar assembly device |
| WO2024089829A1 (en) * | 2022-10-26 | 2024-05-02 | 東洋ライト工業株式会社 | Rebar feeding device for rebar assembly device |
| CN118478441B (en) * | 2024-07-16 | 2024-11-05 | 中铁四局集团有限公司 | Binding device for box girder reinforcement cage |
-
1992
- 1992-03-13 JP JP8979692A patent/JPH0713404B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05256023A (en) | 1993-10-05 |
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