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JPH042334B2 - - Google Patents
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JPH042334B2 - - Google Patents

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Publication number
JPH042334B2
JPH042334B2 JP12831685A JP12831685A JPH042334B2 JP H042334 B2 JPH042334 B2 JP H042334B2 JP 12831685 A JP12831685 A JP 12831685A JP 12831685 A JP12831685 A JP 12831685A JP H042334 B2 JPH042334 B2 JP H042334B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
bars
assembly
cage
axial
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
Application number
JP12831685A
Other languages
Japanese (ja)
Other versions
JPS61289938A (en
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 filed Critical
Priority to JP12831685A priority Critical patent/JPS61289938A/en
Publication of JPS61289938A publication Critical patent/JPS61289938A/en
Publication of JPH042334B2 publication Critical patent/JPH042334B2/ja
Granted legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Wire Processing (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、PCパイルおよびRCパイル等のコン
クリート柱体用の円筒状鉄筋かごの組立方法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for assembling a cylindrical reinforcing cage for concrete columns such as PC piles and RC piles.

〔従来技術〕[Prior art]

従来、PCパイルの鉄筋かごの組立てには、鉄
筋かご自動編成機により、複数本の軸方向鋼材を
所定位置に配した状態で、その外周部分に線径が
3.2mmの細径のらせん状用心鉄筋を所定ピツチに
遂次溶接する方法を用いている。
Conventionally, when assembling a reinforcing bar cage for PC piles, an automatic reinforcing bar cage assembling machine is used to place multiple axial steel members in predetermined positions, and then set the wire diameter on the outer periphery.
A method is used in which spiral reinforcing bars with a small diameter of 3.2 mm are successively welded at predetermined pitches.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

この場合、溶接個所において、熱履歴および溶
接欠損等による鋼材の機械的性質の低下を生じる
恐れがある。また、RCパイルのように、軸方向
鋼材として、鉄筋コンクリート用棒鋼の太径のも
のあるいは異形のものを用いる場合には、先の自
動編成機では溶接が難しく、溶接強度が不十分に
なる。このため、手作業により、約2m間隔に略
円形の組立筋を挿入して、この組立筋と軸方向鋼
材とを十分に溶接することにより、鉄筋かごの機
械的強度を確保している。さらに、くいのじん性
およびせん断耐力の向上を図るために、線径4mm
以上の太径のらせん鉄筋を使用する場合には、鉄
線の曲げ剛性が高いために、従来の自動編成機で
は、らせん鉄筋を巻くことが非常に困難であり、
自動編成機を通しただけでは、らせん鉄筋と軸方
向鋼材との交差部の溶接性が悪く、この場合に
も、鉄筋かごの強度を確保するために組立筋を取
り付ける工程が必要となる。そして、らせん鉄筋
と軸方向鋼材との交差部すべてを溶接すること
は、先に述べたように、補強鋼材の機械的性質を
きたし、くいの性能上好ましくない。
In this case, there is a risk that the mechanical properties of the steel material may deteriorate at the welded location due to thermal history and weld defects. Furthermore, when using large-diameter reinforced concrete steel bars or irregularly shaped steel bars as the axial steel material, such as RC piles, it is difficult to weld with the above-mentioned automatic knitting machine, resulting in insufficient welding strength. For this reason, the mechanical strength of the reinforcing bar cage is ensured by manually inserting substantially circular assembly reinforcements at intervals of about 2 m and sufficiently welding the assembly reinforcements and the axial steel members. Furthermore, in order to improve the toughness and shear strength of the pile, we
When using helical reinforcing bars with larger diameters, it is extremely difficult to wind the helical reinforcing bars with conventional automatic knitting machines due to the high bending rigidity of the steel wire.
If the material is simply passed through an automatic knitting machine, the weldability of the intersection between the helical reinforcing bar and the axial steel material is poor, and even in this case, a step of attaching assembly bars is required to ensure the strength of the reinforcing bar cage. As mentioned above, welding all the intersections of the helical reinforcing bars and the axial steel members affects the mechanical properties of the reinforcing steel members, which is not desirable in terms of the performance of the pile.

〔問題点を解決するための手段および作用〕[Means and actions for solving problems]

そこで、本発明は、以上のような欠点をなくす
べく、鋭意工夫した結果発明に至つたものであ
り、コンクリート柱体用の鉄筋かごを容易に組み
立てる方法を提案するものである。
Therefore, the present invention was developed as a result of intensive efforts to eliminate the above-mentioned drawbacks, and proposes a method for easily assembling a reinforcing cage for a concrete column.

本発明においては、らせん鉄筋、組立筋および
軸方向鋼材からなる円筒状鉄筋かごの組立におい
て、組立てる鉄筋かごの軸線と直角な水平方向に
伸びている片持ち支持状の上部の横部材と、この
横部材に鉄筋かごの軸線方向に突出させて設けた
らせん鉄筋、組立筋保持用のフツクと、前記横部
材の一方の端部と一体に設けられている縦部材
と、この縦部材の横部材がある側に上下に所定の
間隔を設けて片持ち支持状に取付けられている複
数個の水平な軸方向鋼材保持用の棒材とを有する
複数個の架台を鉄筋かごの軸方向に並べて配置し
た装置を用い、 まず、架台のフツクに懸垂している複数個の組
立筋と組立筋と同じ内径を有していて鉄筋かごの
軸方向に縮めたらせん鉄筋の中に複数個の軸方向
鋼材を挿入して前記棒材上に置き、次に、一部の
軸方向鋼材を横方向に移動させて、フツクからは
ずした組立筋の所定位置に結合させ、次に、らせ
ん鉄筋をフツクからはずして軸方向に拡げ、その
両端部を組立筋に固定し、前記軸方向鋼材の残り
のものを組立筋に結合して鉄筋かごを製造し、こ
の鉄筋かごを棒材軸方向に引出すことによつて架
台から取出すようにした。
In the present invention, when assembling a cylindrical reinforcing bar cage made of spiral reinforcing bars, assembly bars, and axial steel members, a cantilevered upper horizontal member extending in a horizontal direction perpendicular to the axis of the reinforcing bar cage to be assembled; A helical reinforcing bar provided on the horizontal member to protrude in the axial direction of the reinforcing bar cage, a hook for holding the assembly reinforcement, a vertical member provided integrally with one end of the horizontal member, and a horizontal member of the vertical member. A plurality of frames are arranged in the axial direction of a reinforcing bar cage, each having a plurality of horizontal bars for holding steel members in the axial direction, which are installed in a cantilevered manner with a predetermined interval vertically on one side. First, a plurality of axial steel members were placed inside a spiral reinforcing bar that had the same inner diameter as the assembly reinforcing bars and was contracted in the axial direction of the reinforcing bar cage, and was suspended from the hook of the frame. and place it on the bar, then move some of the axial steel laterally and connect it to the predetermined position of the assembly bar that was removed from the hook, and then remove the helical reinforcing bar from the hook. By expanding the bars in the axial direction, fixing both ends to the assembly bars, connecting the remaining axial steel members to the assembly bars to manufacture a reinforcing bar cage, and pulling out this reinforcing bar cage in the axial direction of the bar. I tried to remove it from the stand.

〔実施例〕〔Example〕

本発明によるコンクリート柱体用の鉄筋かごの
組立法の1実施例を図に基いて説明する。
An embodiment of the method for assembling a reinforcing bar cage for a concrete column body according to the present invention will be described with reference to the drawings.

第1図、第2図は、らせん鉄筋3および組立筋
4中に軸方向鋼材5,6を挿入する方法を示した
ものである。
FIGS. 1 and 2 show a method for inserting axial steel members 5 and 6 into the helical reinforcing bars 3 and assembly bars 4.

この方法においては、組立てる鉄筋かごの軸線
と直角な水平方向に伸びている片持ち支持状の上
部の横部材と、この横部材の両側または片側に鉄
筋かごの軸線方向に突出させて設けたらせん鉄筋
3、組立筋4保持用のフツク10,9と、前記横
部材の一方の端部と一体に設けられている縦部材
と、この縦部材の横部材がある側に上下に所定の
間隔を設けて片持ち支持状に取付けられている複
数個の水平な軸方向鋼材5,6保持用のローラー
7,8等の棒材とを有する複数個の架台1,2を
鉄筋かごの軸方向に並べて配置した装置を用い
た。この複数個の架台1,2のうち、例えば、中
央の架台1とし、左右の架台は車輪を有してい
て、鉄筋かごの軸線方向に移動可能な移動架台2
とした。なお、前記縦部材に片持ち支持状に取付
けられている複数個の水平な軸方向鋼材5,6保
持用の棒材としては、ローラー7や丸鋼等の棒材
を用いる。
In this method, there is a cantilevered upper horizontal member extending in the horizontal direction perpendicular to the axis of the reinforcing bar cage to be assembled, and a helix provided on both sides or one side of this horizontal member to protrude in the axial direction of the reinforcing bar cage. Hooks 10 and 9 for holding the reinforcing bars 3 and assembly bars 4, a vertical member provided integrally with one end of the horizontal member, and a predetermined interval vertically on the side of the vertical member where the horizontal member is located. A plurality of frames 1 and 2 each having a plurality of horizontal axial steel members 5 and 6 and rods such as rollers 7 and 8 for holding are installed and cantilevered in the axial direction of the reinforcing bar cage. Devices arranged side by side were used. Among the plurality of frames 1 and 2, for example, the center frame 1 is the center frame, and the left and right frames have wheels, and the movable frames 2 are movable in the axial direction of the reinforcing bar cage.
And so. Note that as the rods for holding the plurality of horizontal axial steel members 5 and 6 attached to the vertical member in a cantilevered manner, rollers 7 and rods such as round steel are used.

平鋼あるいは、棒鋼を略円形に加工してなる組
立筋4の内径は、らせん鉄筋3と等しくし、鉄筋
かごの長手方向に約2mの間隔で配置できるよう
必要数をあらかじめ製作する。らせん鉄筋3は、
組立筋4と交互に配置できるように1ブロツクに
分割したものを必要数製作し、1ブロツクのらせ
ん鉄筋3は、鉄筋かごのでき上がり時に、ピツチ
と径が所定のものとなるようにあらかじめ巻き
数、径を調整しておく。固定架台1および移動架
台2からなる架台を用いて鉄筋かごを組立てると
きは、固定架台1および移動架台2のフツク9,
10にそれぞれ組立筋4および鉄筋かごの軸方向
に縮めたらせん鉄筋3を懸垂する。このとき、固
定架台1と移動架台2を鉄筋かごの軸方向に互い
に接近させておけば、軸方向鋼材5,6の挿入が
容易になる。この場合、前記したように、架台
1,2には、でき上がり鉄筋かごの軸方向鋼材
5,6の垂直方向の間隔と等しくなるように、架
台1,2の高さ方向に鉄筋かごの直径以上の長さ
の棒材の一種であるローラー7,8が片持ち支持
で取付けてあるので、所定本数および所定長さの
軸方向鋼材5,6を、それぞれの鉛直高さに対応
するローラー7,8を利用して、らせん鉄筋3お
よび組立筋4中に挿入する。
The inner diameter of the assembly reinforcing bars 4 made by processing flat steel or steel bars into a substantially circular shape is equal to that of the spiral reinforcing bars 3, and the required number is manufactured in advance so that they can be arranged at intervals of about 2 m in the longitudinal direction of the reinforcing bar cage. The helical reinforcing bar 3 is
The required number of blocks are manufactured so that they can be arranged alternately with the assembly bars 4, and the spiral reinforcing bars 3 in one block are pre-wound with a predetermined number of turns so that the pitch and diameter will be as specified when the reinforcing bar cage is completed. , adjust the diameter. When assembling a rebar cage using a frame consisting of a fixed frame 1 and a movable frame 2, the hooks 9 of the fixed frame 1 and the movable frame 2,
The assembly reinforcing bars 4 and the helical reinforcing bars 3 contracted in the axial direction of the reinforcing bar cage are suspended from the reinforcing bars 10, respectively. At this time, if the fixed frame 1 and the movable frame 2 are brought close to each other in the axial direction of the reinforcing bar cage, insertion of the axial steel members 5 and 6 becomes easier. In this case, as described above, the mounts 1 and 2 have a height direction that is equal to the vertical spacing between the axial steel members 5 and 6 of the completed reinforcing bar cage, and a diameter larger than the diameter of the reinforcing bar cage. Since the rollers 7 and 8, which are a type of bar material with a length of 8 into the helical reinforcing bar 3 and assembly bar 4.

次に、第3図、第4図のように、移動架台2を
組立筋4の間隔が所定の距離になるように鉄筋か
ごの軸方向に移動させる。ついで、鉄筋かごの最
上部にあたる軸方向鋼材5をローラー7上でロー
ラー軸方向水平にずらし、フツク9からはずした
組立筋4の所定位置に溶接、針金結束、その他の
手段によつて取りつける。その後、らせん鉄筋3
をフツク10からはずして、軸方向に拡げ、その
両端部を組立筋4に溶接あるいは結束する。この
とき、らせん鉄筋3は、略適正なピツチになるは
ずであるが、くるいが生じた場合には修正する。
複数のローラー8は、軸方向鋼材6が、それぞれ
所定の高さになるようにあらかじめ調整してある
ので、残りの軸方向鋼材6は、それぞれローラー
8上で、ローラー軸方向水平にずらし、組立筋4
と交差した個所で結合すればよく、第5図、第6
図に示すような鉄筋かごができ上がる。
Next, as shown in FIGS. 3 and 4, the movable frame 2 is moved in the axial direction of the reinforcing bar cage so that the spacing between the assembly bars 4 becomes a predetermined distance. Next, the axial steel member 5, which is the top of the reinforcing bar cage, is shifted horizontally on the roller 7 in the axial direction of the roller, and is attached to a predetermined position of the assembly bar 4 removed from the hook 9 by welding, wire binding, or other means. After that, spiral reinforcing bar 3
is removed from the hook 10, expanded in the axial direction, and both ends are welded or tied to the assembly reinforcement 4. At this time, the helical reinforcing bars 3 should have a substantially appropriate pitch, but if any distortion occurs, it will be corrected.
Since the plurality of rollers 8 are adjusted in advance so that the axial steel members 6 are each at a predetermined height, the remaining axial steel members 6 are shifted horizontally in the roller axial direction on the rollers 8, and then assembled. Muscle 4
It is only necessary to join at the point where it intersects with the
A rebar cage as shown in the figure is completed.

以上の工程、すなわち軸方向鋼材5,6を組立
筋4と結合することにより、らせん鉄筋3の内側
に軸方向鋼材5,6が押しつけられるために、そ
のピツチは多少の外力によつてくるうことなく、
組立筋4の中間において軸方向鋼材5,6とらせ
ん鉄筋3とをさらに結束する必要はない。軸方向
鋼材5,6が細径の場合には鋼材の剛性が低く、
らせん鉄筋3の内側を押しつける力が不足するの
で、組立筋4の間隔を小さくするか、あるいは軸
方向鋼材5,6とらせん鉄筋3との結束を必要最
小限行なえばよい。
By the above process, that is, by connecting the axial steel members 5 and 6 with the assembly reinforcement 4, the axial steel members 5 and 6 are pressed against the inside of the helical reinforcing bar 3, so that the pitch of the axial steel members 5 and 6 is caused by some external force. without any
There is no need to further bind the axial steel members 5 and 6 and the helical reinforcing bar 3 in the middle of the assembly bar 4. When the axial steel materials 5 and 6 have small diameters, the rigidity of the steel materials is low;
Since the force for pressing the inside of the helical reinforcing bar 3 is insufficient, the interval between the assembly reinforcing bars 4 may be reduced, or the axial steel members 5 and 6 and the helical reinforcing bar 3 may be bound to the minimum necessary extent.

これらの工程の最後に、片持ち支持のローラー
7,8から鉄筋かごをローラー軸方向に引き出す
ことによつて架台から鉄筋かごを容易に取り出す
ことができる。
At the end of these steps, the reinforcing bar cage can be easily taken out from the frame by pulling out the reinforcing bar cage from the cantilever-supported rollers 7 and 8 in the roller axial direction.

なお、前記実施例においては、中央部に固定架
台1を設け、左右両側に移動架台2を設け、この
移動架台2を最初縮めておき、軸方向鋼材5,6
を挿入した後広げるようにした例を示したが、こ
れは、移動架台2を固定架台1に対してあらかじ
め所定間隔の位置に広げておいても良い。そし
て、鉄筋かごの長さが不変であれば、この実施例
における移動架台2を固定にしておくこともでき
る。この場合、架台1,2間が縮めていたものよ
り広いので、軸方向鋼材5,6を入れるのが少し
だけ難しくなるだけであり、特に作業の支障には
ならない。また、場合によつては、中央の固定架
台1を可動にしておくことも可能である。
In the above embodiment, a fixed pedestal 1 is provided in the center, and movable pedestals 2 are provided on both left and right sides.
Although the example is shown in which the movable pedestal 2 is spread out after being inserted, the movable pedestal 2 may be spread out in advance at a predetermined distance from the fixed pedestal 1. If the length of the reinforcing bar cage remains unchanged, the movable frame 2 in this embodiment can be kept fixed. In this case, since the space between the frames 1 and 2 is wider than the space between the frames 1 and 2, it is only slightly more difficult to insert the axial steel members 5 and 6, and this does not particularly hinder the work. Further, depending on the case, it is also possible to make the central fixed pedestal 1 movable.

[発明の効果] 以上のように、本発明によれば、軸方向鋼材を
乗せておくためのローラー等の棒材付きの架台を
利用することにより、あらかじめ製作したらせん
鉄筋中に軸方向鋼材を容易に挿入することがで
き、同時にすべての軸方向鋼材を所定の高さに正
確に配置させることができる。また、らせん鉄筋
と軸方向鋼材との結合はほとんど行なう必要がな
いので、鉄筋かごの製造工程が簡単かつ迅速にな
る。
[Effects of the Invention] As described above, according to the present invention, by using a frame with rods such as rollers on which the axial steel material is placed, the axial steel material can be placed in the helical reinforcing bar manufactured in advance. It can be easily inserted and at the same time all the axial steel members can be precisely positioned at the predetermined height. Further, since there is almost no need to connect the helical reinforcing bars to the axial steel members, the manufacturing process of the reinforcing bar cage becomes simple and quick.

また、本発明においては、架台の上部のフツク
に縮めて懸けていたらせん鉄筋をフツクからはず
して軸方向に拡げ、その両端部を組立筋に溶接あ
るいは結束等により固定するようにしたので、組
立筋へのらせん鉄筋の取付けが容易であり、か
つ、拡げたらせん鉄筋のピツチも自然にほぼ一定
になる。
In addition, in the present invention, the helical reinforcing bar, which had been compressed and hung from the hook at the top of the frame, is removed from the hook and expanded in the axial direction, and both ends are fixed to the assembly bar by welding or binding. It is easy to attach the helical reinforcing bars to the reinforcing bars, and the pitch of the expanded helical reinforcing bars becomes almost constant naturally.

さらに、本発明においては、架台に片持ち支持
状の水平な軸方向鋼材保持用のローラー等の棒材
を設けたので、組立てた後の鉄筋かごを、横方向
にそのまま引出すことによつて架台から容易に取
出すことができる。
Furthermore, in the present invention, since the pedestal is provided with horizontal rods such as rollers for holding horizontal steel members in the axial direction in a cantilevered manner, the assembled reinforcing bar cage can be pulled out laterally as it is, and the pedestal can be attached to the pedestal. It can be easily taken out from the

以上のとおり、本発明によれば、個々の作業工
程を確実容易に行えるし、その結果、当然なこと
として、全体の作業を確実容易に行うことがで
き、所望の鉄筋かごを能率よく製造することがで
きる。
As described above, according to the present invention, each work step can be performed reliably and easily, and as a result, the overall work can be performed reliably and easily, and the desired reinforcing bar cage can be manufactured efficiently. be able to.

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

図面は本発明を実施するための装置の1実施例
を示すもので、第1図は、らせん鉄筋および組立
筋中への軸方向鋼材の挿入状態を示す正面図、第
2図は、第1図の−断面図、第3図は、軸方
向鋼材(最上部)と組立筋との結合を示す正面
図、第4図は、第3図の左側面図、第5図は、本
発明により製作した鉄筋かごの正面図、第6図
は、第5図の左側面図である。 1……固定架台、2……移動架台、3……らせ
ん鉄筋、4……組立筋、5……軸方向鋼材(最上
部)、6……軸方向鋼材、7……ローラー(最上
部)、8……ローラー、9……フツク(組立筋)、
10……フツク(らせん鉄筋)。
The drawings show one embodiment of an apparatus for carrying out the present invention, and FIG. 1 is a front view showing a state in which axial steel members are inserted into spiral reinforcing bars and assembly reinforcing bars, and FIG. Fig. 3 is a front view showing the connection between the axial steel member (top) and the assembly reinforcement, Fig. 4 is a left side view of Fig. 3, and Fig. 5 is a cross-sectional view according to the present invention. A front view of the manufactured reinforcing bar cage, FIG. 6, is a left side view of FIG. 5. 1... Fixed frame, 2... Movable frame, 3... Spiral reinforcing bar, 4... Assembly bar, 5... Axial steel material (top), 6... Axial steel material, 7... Roller (top) , 8... Roller, 9... Hook (assembly muscle),
10...Hook (helical reinforcing bar).

Claims (1)

【特許請求の範囲】 1 らせん鉄筋、組立筋および軸方向鋼材からな
る円筒状鉄筋かごの組立において、 組立てる鉄筋かごの軸線と直角な水平方向に伸
びている片持ち支持状の上部の横部材と、この横
部材に鉄筋かごの軸線方向に突出させて設けたら
せん鉄筋、組立筋保持用のフツクと、前記横部材
の一方の端部と一体に設けられている縦部材と、
この縦部材の横部材がある側に上下に所定の間隔
を設けて片持ち支持状に取付けられている複数個
の水平な軸方向鋼材保持用の棒材とを有する複数
個の架台を鉄筋かごの軸方向に並べて配置した装
置を用い、 まず、架台のフツクに懸垂している複数個の組
立筋と組立筋と同じ内径を有していて鉄筋かごの
軸方向に縮めたらせん鉄筋の中に複数個の軸方向
鋼材を挿入して前記棒材上に置き、次に、一部の
軸方向鋼材を横方向に移動させて、フツクからは
ずした組立筋の所定位置に結合させ、次に、らせ
ん鉄筋をフツクからはずして軸方向に拡げ、その
両端部を組立筋に固定し、前記軸方向鋼材の残り
のものを組立筋に結合して鉄筋かごを製造し、こ
の鉄筋かごを棒材軸方向に引出すことによつて架
台から取出すようにしたことを特徴とするコンク
リート柱体用鉄筋かごの組立法。
[Claims] 1. In the assembly of a cylindrical reinforcing bar cage made of spiral reinforcing bars, assembly bars, and axial steel members, an upper horizontal member in a cantilevered manner extending in a horizontal direction perpendicular to the axis of the reinforcing bar cage to be assembled; , a hook for holding a helical reinforcing bar and assembly bar provided on the horizontal member so as to protrude in the axial direction of the reinforcing bar cage, and a vertical member provided integrally with one end of the horizontal member;
A plurality of frames having a plurality of horizontal bars for holding steel members in the axial direction, which are installed in a cantilevered manner with a predetermined interval vertically on the side where the horizontal member of the vertical member is located, are installed in a reinforcing steel cage. Using equipment arranged in the axial direction of the reinforcing bar cage, first, a plurality of assembly bars suspended from the hooks of the frame and a helical reinforcing bar having the same inner diameter as the assembly bars and contracted in the axial direction of the reinforcing bar cage were inserted. A plurality of axial steel members are inserted and placed on the bar, then some of the axial steel members are moved laterally and connected to predetermined positions of the assembly bars removed from the hooks, and then, The helical reinforcing bars are removed from the hooks, spread out in the axial direction, both ends of which are fixed to assembly bars, the remaining axial steel members are connected to the assembly bars to manufacture a reinforcing bar cage, and this reinforcing bar basket is attached to the bar axis. A method for assembling a reinforcing bar cage for a concrete column body, characterized in that the cage is taken out from the frame by being pulled out in the direction.
JP12831685A 1985-06-14 1985-06-14 Assembly method of reinforced cage for concrete column body Granted JPS61289938A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12831685A JPS61289938A (en) 1985-06-14 1985-06-14 Assembly method of reinforced cage for concrete column body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12831685A JPS61289938A (en) 1985-06-14 1985-06-14 Assembly method of reinforced cage for concrete column body

Publications (2)

Publication Number Publication Date
JPS61289938A JPS61289938A (en) 1986-12-19
JPH042334B2 true JPH042334B2 (en) 1992-01-17

Family

ID=14981755

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12831685A Granted JPS61289938A (en) 1985-06-14 1985-06-14 Assembly method of reinforced cage for concrete column body

Country Status (1)

Country Link
JP (1) JPS61289938A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6893017B2 (en) * 2016-11-09 2021-06-23 アイワスチール株式会社 Jigs and methods for manufacturing rebar cages using the jigs

Also Published As

Publication number Publication date
JPS61289938A (en) 1986-12-19

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