JPH07108429B2 - Method of manufacturing multi-directional X-shaped assembled rebar - Google Patents

Method of manufacturing multi-directional X-shaped assembled rebar

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Publication number
JPH07108429B2
JPH07108429B2 JP4166388A JP4166388A JPH07108429B2 JP H07108429 B2 JPH07108429 B2 JP H07108429B2 JP 4166388 A JP4166388 A JP 4166388A JP 4166388 A JP4166388 A JP 4166388A JP H07108429 B2 JPH07108429 B2 JP H07108429B2
Authority
JP
Japan
Prior art keywords
shaped
reinforcing bar
rebar
directional
drums
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
JP4166388A
Other languages
Japanese (ja)
Other versions
JPH01215422A (en
Inventor
孝之 福嶋
Original Assignee
株式会社長谷工コーポレーション
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
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Priority to JP4166388A priority Critical patent/JPH07108429B2/en
Publication of JPH01215422A publication Critical patent/JPH01215422A/en
Publication of JPH07108429B2 publication Critical patent/JPH07108429B2/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、RC造柱等に内臓される多方向X形組立鉄筋、
つまり平面視において時計回り方向にねじれたつづみ状
を呈する鉄筋群と反時計回り方向にねじれたつづみ状を
呈する鉄筋群とを直径の異なる略同心上の位置に配置
し、これら両鉄筋群を環状部材により互いに連結してあ
る多方向X形組立鉄筋の製造方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a multi-directional X-shaped assembly rebar incorporated in an RC column or the like,
In other words, in a plan view, a group of reinforcing bars having a twisted shape in the clockwise direction and a group of reinforcing bars having a twisted shape in the counterclockwise direction are arranged at substantially concentric positions with different diameters. The present invention relates to a method for manufacturing a multi-directional X-shaped assembled rebar in which the above are connected to each other by an annular member.

〔従来の技術〕[Conventional technology]

平面視において時計回り方向にねじれたつづみ状を呈す
る鉄筋群と反時計回り方向にねじれたつづみ状を呈する
鉄筋群とを直径の異なる略同心円上の位置に配置し、こ
れら両鉄筋群を環状部材により互いに連結してある多方
向X形組立鉄筋は、既に特願昭62−16367号として提案
されている。
In a plan view, the reinforcing bar group that has a twisted shape in a clockwise direction and the reinforcing bar group that has a twisted shape in a counterclockwise direction are arranged at positions on substantially concentric circles with different diameters, and these reinforcing bar groups are A multi-directional X-shaped assembled rebar connected to each other by an annular member has already been proposed as Japanese Patent Application No. 62-16367.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

上記の多方向X形組立鉄筋は、環状部材の内側の鉄筋群
と環状部材の外側の鉄筋群とが側面視においてX形に交
差し、どの方向にも一様にX形配筋法の力学的特性が発
揮される、組立鉄筋の剛性が高く、鉄骨と同様な手法に
よる建て方が可能である等々の利点を有するもである
が、製造上、次の点に改良の余地があった。
In the multi-directional X-shaped assembled rebar, the rebar group inside the annular member and the rebar group outside the annular member intersect in an X shape in a side view, and the mechanics of the X-shaped bar arrangement method are uniform in any direction. Although it has the advantages of exhibiting the desired characteristics, the rigidity of the assembled rebar is high, and the construction can be performed by the same method as that of the steel frame, there is room for improvement in the following points in manufacturing.

即ち、上記の多方向X形組立鉄筋では、上下両端部にお
ける鉄筋同士の連結が、第18図、第19図に示すように、
多方向X形組立鉄筋の中心線に対して垂直な板面を持っ
た環状部材aと、当該環状部材aの小孔b…に挿通され
た各々の鉄筋に当該環状部材aの表裏両面側において螺
合する複数対のナットc…,c′…とによって行われてい
た。図中のd…は平行配筋用の貫通孔である。
That is, in the above-mentioned multi-directional X-shaped assembled rebar, the connection between the rebars at the upper and lower end portions is as shown in FIGS.
The annular member a having a plate surface perpendicular to the center line of the multi-directional X-shaped rebar and the respective reinforcing bars inserted through the small holes b of the annular member a on both front and back sides of the annular member a. This is done by a plurality of pairs of nuts c ..., C '... that are screwed together. In the drawing, d ... Through holes for parallel reinforcement.

このため、多方向X形組立鉄筋の製造には、鉄筋とし
て、両端部にネジ切り加工を施したものやネジ節鉄筋が
必要とされ、コスト高となるだけでなく、環状部材aへ
の孔あけや小孔bへの鉄筋挿入作業、ナットc…,c′…
の締付け操作等々が非常に面倒であり、製造能率が悪か
った。
For this reason, in manufacturing the multi-directional X-shaped assembled rebar, as the rebar, those having both ends threaded and threaded bar rebars are required, which not only increases the cost but also increases the cost of forming holes in the annular member a. Drilling and inserting reinforcing bars into small holes b, nuts c ..., c '...
The tightening operation and so on were very troublesome, and the manufacturing efficiency was poor.

上記の従来欠点に鑑み、本発明は、多方向X形組立鉄筋
を非常に能率良く、低コストに製造できるようにした製
造方法を提案するものである。
In view of the above-mentioned conventional drawbacks, the present invention proposes a manufacturing method capable of manufacturing a multi-directional X-shaped assembled rebar very efficiently and at low cost.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記の目的を達成するために、本発明が講じた技術的手
段は、次の通りである。即ち本発明による多方向X形組
立鉄筋の製造方法の特徴は、 鉄筋を、上下両端部が夫々鉛直筋で中間部が斜め筋とな
るように折曲加工し、 しかる後、所定間隔を隔てて、且つ、回転中心を同一軸
線上に位置させて回転可能並びに軸線方向へ相対移動可
能に設置されている一対のドラムに、両端部の折れ曲が
った所要本数の鉄筋を、ドラム周りに適当間隔を隔て
て、且つ、両側のドラムに対する鉄筋両端部の取付け位
置がドラム周りの一方向へ所定角度ずつずれた状態に保
持させ、 一対のドラムに保持された鉄筋群の両端部の外周に環状
部材を套嵌して固着し、 前記環状部材の外周所定位置に、両端部の折れ曲がった
同本数の鉄筋を、両側の環状部材に対する鉄筋両端部の
取付け位置が、ドラム周りの逆方向へ所定角度ずつずれ
た状態に配置して固着し、 しかる後、ドラム間隔を拡大して、多方向X形組立鉄筋
の両端部をドラムから取り外すことにある。
The technical means taken by the present invention to achieve the above object are as follows. That is, the feature of the manufacturing method of the multi-directional X-shaped assembly rebar according to the present invention is that the rebar is bent such that the upper and lower ends are vertical bars and the middle part is a diagonal bar, and then, at predetermined intervals. , And a pair of drums, which are rotatably and axially movable relative to each other with their centers of rotation on the same axis, are provided with a required number of bent reinforcing bars at both ends at appropriate intervals around the drum. In addition, the attachment positions of both ends of the reinforcing bars to the drums on both sides are held in a state of being displaced by a predetermined angle in one direction around the drums, and annular members are fitted around the outer ends of the reinforcing bars held by the pair of drums. Fitted and fixed, the same number of bent reinforcing bars at both ends at predetermined positions on the outer periphery of the annular member, the mounting positions of both ends of the reinforcing bars to the annular members on both sides are deviated by a predetermined angle in the opposite direction around the drum. Placed in a state After that, the distance between the drums is enlarged and both ends of the multi-directional X-shaped assembled rebar are removed from the drum.

〔作用〕[Action]

上記の構成によれば、予め両端部の折り曲げられた所要
本数の鉄筋を、一対のドラムに、ドラム周りに適当間隔
を隔てて、且つ、両側のドラムに対する鉄筋両端部の取
付け位置がドラム周りの一方向へ所定角度ずつずれた状
態に保持させることにより、鉄筋群は一方向に捩じれた
つづみ状を呈する。
According to the above configuration, the required number of rebars whose both ends are bent in advance are provided on the pair of drums at appropriate intervals around the drums, and the mounting positions of the both ends of the rebars on both sides of the drum are set around the drum. When the reinforcing bars are held in a state shifted by a predetermined angle in one direction, the reinforcing bar group has a twisted shape in one direction.

この状態で鉄筋群の両端部の外周に環状部材を套嵌して
溶接、接着、カシメ(機械的圧着)等の手段により固着
する。これにより、上記のつづみ状鉄筋群は環状部材を
介して相互に連結されることになる。
In this state, annular members are fitted over the outer circumferences of both ends of the reinforcing bar group and fixed by means such as welding, adhesion, crimping (mechanical crimping) or the like. As a result, the above group of rebar-shaped reinforcing bars are connected to each other via the annular member.

しかる後、前記環状部材の外周所定位置に、予め同様に
折曲加工された同本数の鉄筋を、両側の環状部材に対す
る鉄筋両端部の取付け位置が、ドラム周りの逆方向へ所
定角度ずつずれた状態に配置することにより、環状部材
の外側の鉄筋群が他方向に捩じれたつづみ状を呈するこ
とになる。このつづみ状鉄筋群を環状部材に溶接、接
着、カシメ(機械的圧着)等の手段にて固着することに
より、内側のつづみ状鉄筋群と外側のつづみ状鉄筋群と
が環状部材で連結され、上述した多方向X形組立鉄筋と
なる。
After that, the same number of reinforcing bars previously bent in the same manner at predetermined positions on the outer periphery of the annular member, the mounting positions of both ends of the reinforcing bars to the annular members on both sides are deviated by a predetermined angle in the opposite direction around the drum. By arranging in such a state, the reinforcing bar group on the outer side of the annular member has a zigzag shape twisted in the other direction. By fixing this loop-shaped rebar group to the annular member by welding, bonding, caulking (mechanical crimping), or the like, the loop-shaped inner rod-shaped group and the outer loop-shaped rod-shaped reinforcing bars are formed into a ring-shaped member. They are connected to form the above-mentioned multidirectional X-shaped assembled reinforcing bar.

〔実施例〕〔Example〕

以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図、第2図は、本発明方法により製造された多方向
X形組立鉄筋の一例を示し、当該多方向X形組立鉄筋
は、平面視において時計回り方向に捩じれたつづみ状を
呈する鉄筋群と反時計回り方向に捩じれたつづみ状を呈
する鉄筋群とを直径の異なる略同心円上の位置に配置
し、これら両鉄筋群を上下一対の環状部B,Bにより互い
に連結して成るものである。
FIGS. 1 and 2 show an example of a multi-directional X-shaped assembled rebar manufactured by the method of the present invention. The multi-directional X-shaped assembled rebar has a hooked shape that is twisted clockwise in a plan view. A group of reinforcing bars and a group of reinforcing bars that are twisted in the counterclockwise direction and arranged in a concentric circle with different diameters are arranged, and these groups of reinforcing bars are connected to each other by a pair of upper and lower annular portions B, B. It is a thing.

前記多方向X形組立鉄筋の具体的な構成は次の通りであ
る。
The specific structure of the multi-directional X-shaped assembled rebar is as follows.

即ち、多方向X形組立鉄筋の製造に使用される鉄筋は、
第3図に示すように、予め、上下両端部が夫々鉛直筋1
a,1aで中間部が斜め筋1bとなるように、曲げ加工してあ
る。RC造柱に内臓する多方向X形組立鉄筋である場合、
鉛直筋1a,1a同士の間隔hは、上下階梁の内法高さと略
等しく設定される。
That is, the rebar used to manufacture the multi-directional X-shaped assembled rebar is
As shown in FIG. 3, the upper and lower ends of the vertical streak 1 are
Bending is performed so that the intermediate portions of a and 1a become diagonal stripes 1b. If it is a multi-directional X-shaped assembly rebar built in RC columns,
The interval h between the vertical bars 1a, 1a is set to be substantially equal to the inner height of the upper and lower story beams.

上記の鉄筋を2本、斜め筋1bの部分においてX字状に交
差させて成るX形配筋を一対、点対称に配置して4本一
組の鉄筋よりなる一方向X形配筋Aを構成する。
A pair of X-shaped rebars formed by intersecting the above-mentioned two rebars and the diagonal bar 1b in an X-shape, and arranged in point symmetry to form a unidirectional X-shaped rebar A consisting of a set of four rebars. Constitute.

そして当該一方向X形配筋Aを、中心線まわりに複数組
(図示の実施例では三組であり、合計12本の鉄筋が使用
されている。)配置し、上下両端部においては、平面視
で時計回り方向に傾斜した斜め筋1b…群の上下両端部の
鉛直筋1a…群と、反時計回り方向に傾斜した斜め筋1b…
群の上下両端部の鉛直筋1a…群とを、夫々円筒状の板面
を持った鋼板製の環状部材B,Bを隔てて配置すると共
に、当該環状部材B,Bの内外両側面に溶接W等の手段に
より固着して多方向X形組立鉄筋を構成してある。
A plurality of sets (three sets in the illustrated embodiment, 12 rebars in total are used) of the one-direction X-shaped bar arrangement A are arranged around the center line, and planes are formed at both upper and lower ends. Oblique muscles 1b that are tilted clockwise in the visual direction ... Vertical muscles 1a at both upper and lower ends of the group, and diagonal muscles 1b that are tilted counterclockwise ...
Vertical strips 1a at both upper and lower ends of the group are arranged with the annular members B and B made of steel plates each having a cylindrical plate surface separated from each other, and welded to both inner and outer side surfaces of the annular members B and B. The multi-directional X-shaped assembly rebar is constructed by fixing them by means such as W.

第2図において、実線の矢印は、平面視で時計回り方向
に傾斜した斜め筋1b…群を示し、破線の矢印は、平面視
で反時計回り方向に傾斜した斜め筋1b…群を示してい
る。換言すれば、実線や破線による矢印の方向は、斜め
筋1bが下から上に上がっていることを示している。そし
て第2図においては、→の鉄筋と→の鉄筋とが
X字状に交差してX形配筋を構成している。また、→
の鉄筋と→の鉄筋とがX字状に交差してX形配筋
を構成しており、両者を対として4本一組の鉄筋(→
と→、→、→)よりなる一方向X形配筋
Aを構成している。同様に、→の鉄筋と→の鉄
筋、→の鉄筋と→の鉄筋が各々X形配筋を構成
しており、両者を対として4本一組の鉄筋(→と
→、→と→)よりなる一方向X形配筋Aを構
成している。さらに、→の鉄筋と→の鉄筋、
→の鉄筋と→の鉄筋が各々各々X形配筋を構成し
ており、両者を対として4本一組の鉄筋(→と→
、→と→)よりなる一方向X形配筋Aを構成
している。
In FIG. 2, solid line arrows indicate diagonal stripes 1b ... Group tilted clockwise in plan view, and broken line arrows indicate diagonal stripes 1b ... Group tilted counterclockwise in plan view. There is. In other words, the direction of the arrow indicated by the solid line or the broken line indicates that the diagonal line 1b rises from the bottom to the top. In FIG. 2, the → rebar and the → rebar intersect in an X shape to form an X-shaped bar. Also, →
The X-shaped bar is formed by intersecting the X-shaped rebar with the rebar of → and the rebar of →, and a pair of four rebars (→
And →, →, →) constitutes a unidirectional X-shaped bar arrangement A. Similarly, the → rebars and → rebars, → rebars and → rebars each form an X-shaped rebar, and a pair of four rebars (→ and →, → and →) The unidirectional X-shaped bar arrangement A is formed. Furthermore, → rebar and → rebar,
The → rebar and → rebar each form an X-shaped rebar, and a pair of both rebars (→ and →
, → and →) form a unidirectional X-shaped bar arrangement A.

尚、図面上では、平面視で時計回り方向に傾斜した斜め
筋1b…群の上下両端部の鉛直筋1a…群が環状部材B,Bの
外側面に、反時計回り方向に傾斜した斜め筋1b…群の上
下両端部の鉛直筋1a…群が環状部材B,Bの内側面に夫々
溶接W等の手段で固着されているが、内外の関係を逆に
して、つまり時計回り方向に傾斜した斜め筋1b…群の上
下両端部の鉛直筋1a…群を環状部材B,Bの内側面に、反
時計回り方向に傾斜した斜め筋1b…群の上下両端部の鉛
直筋1a群…を環状部材B,Bの外側面に固着して実施して
もよいことは勿論である。鉄筋としては、丸鋼、異形鉄
筋、ネジ節鉄筋等のいずれであってもよいが、第1図に
仮想線で示すように、多方向X形組立鉄筋の外周に螺旋
状に帯筋Cを巻回固定する場合には、鉄筋に対する帯筋
Cの滑りを無くすために、表面に凹凸のある異形鉄筋や
ネジ節鉄筋を用いることが望ましい。
It should be noted that in the drawing, the diagonal stripes 1b inclined in the clockwise direction in a plan view have vertical stripes 1a at the upper and lower ends of the group, and the groups are formed on the outer side surfaces of the annular members B, B and oblique stripes inclined in the counterclockwise direction. Vertical strips 1a at both upper and lower ends of the group are fixed to the inner side surfaces of the annular members B, B by means of welding W or the like, but the relationship between the inside and the outside is reversed, that is, tilted clockwise. Diagonal muscles 1b: Vertical muscles 1a at the upper and lower ends of the group are attached to the inner surface of the annular members B, B. Oblique muscles 1b are inclined in the counterclockwise direction. Vertical muscles 1a are formed at the upper and lower ends of the group. Of course, it may be fixed to the outer side surfaces of the annular members B, B. The rebar may be round steel, deformed bar, threaded bar, or the like, but as shown by phantom lines in FIG. In the case of winding and fixing, it is desirable to use a deformed bar or a threaded bar having unevenness on the surface in order to prevent slippage of the bar C with respect to the bar.

第4図の多方向X形組立鉄筋は、前記環状部材B,Bとし
て、適当な太さの鉄筋を使用した点に特徴がある。図面
上、2本の鉄筋をフープにして一つの環状部材Bを構成
してあるが、1本又は3以上の鉄筋で一つの環状部材B
を構成してもよい。
The multi-directional X-shaped assembled rebar shown in FIG. 4 is characterized in that, as the annular members B, B, a rebar having an appropriate thickness is used. In the drawing, one annular member B is formed by using two reinforcing bars as a hoop, but one annular member B is composed of one or three or more reinforcing bars.
May be configured.

第5図の多方向X形組立鉄筋は、第3図で示したような
形状に予め曲げ加工された鉄筋を16本使用して、換言す
れば、4本一組の鉄筋よりなる一方向X形配筋Aを四組
使用して、且つ、実質的に同一の鉛直面内において2本
の鉄筋がX字状に交差するような多方向X形組立鉄筋と
したものである。
The multi-directional X-shaped assembled rebar of FIG. 5 uses 16 rebars pre-bent to the shape shown in FIG. 3, in other words, a unidirectional X consisting of a set of four rebars. This is a multi-direction X-shaped assembled rebar in which four sets of shaped rebars A are used and two rebars intersect in an X-shape in substantially the same vertical plane.

第5図において、、2、、4、、6、、8、
、10、、12、、14、、16は、各斜め筋1b…の傾
斜下端側を示し、ダッシュを付した符号′〜′、
2′〜16′は各斜め筋1b…の傾斜上端側を示している。
→′、→′、→′、→′、→′、
→′、→′、→′、→′は平面視で時
計回り方向に傾斜した斜め筋1b…を有する鉄筋、2→
2′、4→4′、6→6′、8→8′、10→10′、12→
12′、14→14′、16→16′は平面視で反時計回り方向に
傾斜した斜め筋1b…を有する鉄筋を示す。→′の鉄
筋と2→2′の鉄筋は、実質的に同一の鉛直面内におい
てX字状に交差しており、換言すれば、X形構面が鉛直
となるように交差したX形配筋を構成している。→
′の鉄筋と4→4′の鉄筋も同様にX字状に交差して
いる。これら一対のX形配筋は、互いに点対称の位置に
配置されて、4本一組の鉄筋(→′と2→2′、
→′と4→4′)よりなる一方向X形配筋Aを構成し
ている。→′の鉄筋と6→6′の鉄筋、→′の
鉄筋と8→8′の鉄筋も夫々同様にX字状に交差したX
形配筋とされ、該X形配筋の一対を、互いに点対称に配
置して、4本一組の鉄筋(→′と6→6″、→
′と8→8′)よりなる一方向X形配筋Aを構成して
いる。→′の鉄筋と10→10′の鉄筋、→′の鉄
筋と12→12′の鉄筋も夫々同様なX形配筋とされ、且
つ、当該X形配筋の一対が点対称に配置されて、4本一
組の鉄筋(→′と10→10′、→′と12→12′)
よりなる一方向X形配筋Aを構成している。→′の
鉄筋と14→14′の鉄筋、→′の鉄筋と16→16′の鉄
筋も夫々同様なX形配筋とされ、且つ、当該X形配筋の
一対が点対称に配置されて、4本一組の鉄筋(→′
と14→14′、→′と16→16′)よりなる一方向X形
配筋Aを構成している。平面視で時計回り方向に傾斜し
た斜め筋1b…群の上下両端部の鉛直筋1a…群が環状部材
B,Bの外側面(又は内側面)に、反時計回り方向に傾斜
した斜め筋1b…群の上下両端部の鉛直筋1a…群が環状部
材B,Bの内側面(又は外側面)に夫々溶接等の手段で固
着されていることは、先の多方向X形組立鉄筋と同じで
ある。
In FIG. 5, 2, 4, 6, 8,
, 10, 12, 12, 14, 16 indicate the inclined lower end side of each diagonal line 1b ...
Reference numerals 2'to 16 'denote the upper end sides of the slanting lines 1b.
→ ', →', → ', →', → ',
→ ', →', → ', →' are rebars having diagonal bars 1b ...
2 ', 4 → 4', 6 → 6 ', 8 → 8', 10 → 10 ', 12 →
Reference numerals 12 ', 14 → 14', 16 → 16 'denote reinforcing bars having diagonal bars 1b ... Inclined counterclockwise in plan view. The → 'reinforcing bar and the 2 → 2'reinforcing bar intersect in an X shape in substantially the same vertical plane. In other words, the X-shaped arrangement intersects so that the X-shaped structure surface becomes vertical. It constitutes the muscle. →
The'reinforcing bar and the 4 → 4 'reinforcing bar also intersect in an X-shape. The pair of X-shaped reinforcing bars are arranged in positions symmetrical with respect to each other, and a set of four reinforcing bars (→ ′ and 2 → 2 ′,
A unidirectional X-shaped bar arrangement A composed of → 'and 4 → 4'). → 'reinforcing bar and 6 → 6'reinforcing bar, →' reinforcing bar and 8 → 8'reinforcing bar are crossed in the same manner as the X shape.
A pair of four X-shaped reinforcements are arranged point-symmetrically with respect to each other, and four pairs of reinforcements (→ ′ and 6 → 6 ″, →
′ And 8 → 8 ′) constitutes a unidirectional X-shaped bar arrangement A. The → 'reinforcing bar and the 10 → 10'reinforcing bar, the →' reinforcing bar and the 12 → 12'reinforcing bar have the same X-shaped bar arrangement, and a pair of the X-shaped bar is arranged in point symmetry. A set of four bars (→ 'and 10 → 10', → 'and 12 → 12')
A unidirectional X-shaped bar arrangement A is formed. → 'reinforcing bar and 14 → 14'reinforcing bar, →' reinforcing bar and 16 → 16'reinforcing bar have the same X-shaped bar arrangement, and a pair of the X-shaped bar is arranged point-symmetrically. A set of four rebars (→ ′
And 14 → 14 ′, → ′ and 16 → 16 ′). Oblique muscles 1b inclined in the clockwise direction in a plan view ... Vertical muscles 1a at both upper and lower ends of the group ... Group are annular members
On the outer surface (or inner surface) of B, B, diagonal stripes 1b inclined in the counterclockwise direction ... Vertical stripes 1a at the upper and lower ends of the group ... Group are formed on the inner surface (or outer surface) of the annular members B, B. The fact that they are fixed by means of welding or the like is the same as the above-mentioned multidirectional X-shaped assembled reinforcing bar.

次に、多方向X形組立鉄筋の製造方法を説明する。Next, a method of manufacturing the multi-directional X-shaped assembled rebar will be described.

第6図乃至第11図は、多方向X形組立鉄筋の製造方法に
使用する装置の概略構成を示す。図において、20,20′
は、所定の間隔を隔てて、且つ、回転中心を同一軸線上
に位置させて設置されている一対のドラムである。両ド
ラム20,20′は、電動機の出力により減速機を介して、
同一方向に同期して回転することが可能である。また両
ドラム20,20′ともガイドレールに沿って軸線方向への
往復移動が可能に構成され、ドラム20,20′間隔を変更
できるようになっている。各ドラム20,20′は、小径部2
0aとその外側方に連設された大径部20bとを有する。第1
0図に示すように、小径部20aの周面には、前述した環状
部材Bの内側に位置する鉄筋の一端部(反時計回り方向
に傾斜した斜め筋1bの両端の鉛直筋部分1a)が嵌まり込
む所定数の位置決め用の凹部21a…が一定間隔おきに形
成され、大径部20bの周面には、前述した環状部材Bの
外側に位置する鉄筋の一端部(時計回り方向に傾斜した
斜め1bの両端の鉛直筋部分1a)が嵌まり込む同数の位置
決め用の凹部21b…が一定間隔おきに形成されている。
尚、大径部20bの凹部21b…は大径部20bのみに設けられ
ているが、小径部20aの凹部21a…は大径部20bにわたっ
て連続した状態に設けられている。これら各凹部21a…,
21b……の近傍には、各々、凹部選択の目印(〜、
′〜′等の番号、その他のマーク、色分け等であ
る。)が記されている。両ドラム20,20′の凹部21a…,2
1b…は、軸線方向に相対向して設けられているが、それ
らの凹部21a…,21b…の目印は所定角度ずつ位相をずら
してあり、第3図で示した鉄筋の両端部を、両ドラム2
0,20′の同じ目印の付いた凹部21aと21a、21bと21bに嵌
め込むことによって、上述した多方向X形に配筋される
ようになっている。例えば、第1図、第2図に示したよ
うに12本の鉄筋(環状部材B,Bの内側に6本、外側に6
本)を使用した多方向X形組立鉄筋を製造する装置の場
合であれば、第11図に示すように、左側のドラム20にお
いては、小径部20a側の凹部21a…に〜の目印を、大
径部20b側の凹部21b…に′〜′の目印を夫々時計回
り方向でこの順に付け、右側のドラム20′においては、
前記目印と各々120度の位相差を持たせて、反時計回り
方向に順次〜、′〜′の目印を付ける。右側の
ドラム20′における小径部20aの凹部21a…の目印〜
は、左側のドラム20における小径部20aの凹部21a…の目
印〜に対して反時計回り方向に120度位相がずれて
おり、と、と、と、と、と、と
が軸線方向に相対向している。また右側のドラム20′
における大径部20bの凹部21b…の目印′〜′は、左
側のドラム20における大径部20bの凹部21b…の目印′
〜′に対して時計回り方向に120度位相がずれてお
り、′と′、′と′、′と′、′と
′、′と′、′と′が軸線方向に相対向して
いる。
6 to 11 show a schematic structure of an apparatus used in a method for manufacturing a multi-directional X-shaped assembled rebar. In the figure, 20,20 '
Is a pair of drums that are installed at a predetermined interval and have their centers of rotation located on the same axis. Both drums 20 and 20 'are driven by the output of the electric motor through a speed reducer.
It is possible to rotate synchronously in the same direction. Further, both drums 20 and 20 'are configured to be capable of reciprocating in the axial direction along the guide rails, and the distance between the drums 20 and 20' can be changed. Each drum 20, 20 'has a small diameter part 2
It has 0a and a large diameter portion 20b connected to the outside thereof. First
As shown in FIG. 0, one end of the reinforcing bar located inside the annular member B described above (vertical reinforcing bar portions 1a at both ends of the diagonal reinforcing bar 1b inclined in the counterclockwise direction) is provided on the peripheral surface of the small diameter part 20a. A predetermined number of positioning recesses 21a for fitting are formed at regular intervals, and one end of the reinforcing bar located outside the annular member B (inclined clockwise) is formed on the peripheral surface of the large-diameter portion 20b. The same number of positioning recesses 21b, into which the vertical streak portions 1a) at both ends of the inclined 1b are fitted, are formed at regular intervals.
The recesses 21b of the large diameter portion 20b are provided only in the large diameter portion 20b, but the recesses 21a of the small diameter portion 20a are provided continuously over the large diameter portion 20b. Each of these recesses 21a ...,
In the vicinity of 21b ……, the marks (~,
Numbers such as'to ', other marks, color coding, etc. ) Is written. Recesses 21a of both drums 20, 20 '..., 2
1b ... are provided so as to face each other in the axial direction, but the marks of the recesses 21a ..., 21b ... are shifted in phase by a predetermined angle, and both ends of the reinforcing bar shown in FIG. Drum 2
By fitting in the recesses 21a and 21a and 21b and 21b having the same mark 0, 20 ', the multi-direction X-shape is arranged. For example, as shown in FIGS. 1 and 2, 12 reinforcing bars (6 inside the annular members B, B and 6 outside)
In the case of an apparatus for producing a multi-directional X-shaped assembled rebar using the present book), as shown in FIG. 11, in the left drum 20, the marks ~ are provided in the recesses 21a on the small diameter portion 20a side. Marks ′ to ′ are provided in this order in the clockwise direction in the concave portions 21b ... On the large diameter portion 20b side, and in the right drum 20 ′,
Each of the marks has a phase difference of 120 degrees, and the marks "-" are sequentially added in the counterclockwise direction. Marks for the recesses 21a ... of the small diameter portion 20a of the right drum 20 '
Are 120 degrees out of phase with respect to the marks ~ of the recesses 21a of the small diameter portion 20a of the left drum 20 in the counterclockwise direction, and ,,,, and are opposed to each other in the axial direction. is doing. Also the right drum 20 '
Of the concave portions 21b of the large-diameter portion 20b in FIG.
The phase is 120 degrees out of phase with respect to ~ in the clockwise direction, and'and ',' and ',' and ',' and ',' and ',' and 'oppose each other in the axial direction.

各ドラム20,20′の背面には、凹部21a…、21b…に嵌ま
り込んだ鉄筋端部を仮固定するクランプ機構22,22が設
けられている。各クランプ機構22は、先端で鉄筋端部を
凹部21a…、21b…の底面に押圧固定する挟持状態と挟持
解除状態とにわたって揺動自在な挟持レバー23…と、当
該挟持レバー23…を揺動付勢する不安定切り換え用のス
プリング(挟持レバー23…の揺動支点とドラム20,20′
へのスプリング固定端とを結ぶ線を死点とし、死点越え
を行うことにより、死点の両側において挟持レバー23…
互いに逆方向に揺動付勢するようにしたスプリング)24
…と、前記挟持レバー23…の末端を押圧する状態と挟持
レバー23…から離間した状態とにわたって往復移動可能
に構成された全部の挟持レバー23…を同時に挟持解除状
態に揺動させるための押圧リング25と、当該押圧リング
25を軸芯方向に往復駆動する流体圧シリンダー装置26と
を備えている。27,27は前記環状部材B,Bを巻回する巻回
装置、28は帯筋巻回装置であり、ドラム20,20′の回転
軸芯と平行なレール29…上を往復移動可能に構成されて
いる。
Clamping mechanisms 22 and 22 are provided on the back surface of each of the drums 20 and 20 'for temporarily fixing the ends of the reinforcing bars fitted in the recesses 21a. Each clamp mechanism 22 swings the holding lever 23, which is swingable between a holding state in which the end portion of the reinforcing bar is pressed and fixed to the bottom surface of the recessed portions 21a, 21b, and a holding state, and the holding lever 23 is swingable. Unstable switching spring for biasing (swing fulcrum of clamping lever 23 ... and drum 20, 20 ')
The dead center is the line connecting the spring fixed end to the clamping lever and the dead center is crossed, so that the clamping levers 23 on both sides of the dead center.
(Springs that oscillate in opposite directions) 24
, And a pressing force for swinging all the sandwiching levers 23, which are configured to be reciprocally movable in a state of pressing the end of the sandwiching levers 23, and a state of being separated from the sandwiching levers 23, simultaneously to the sandwiching released state. Ring 25 and the pressure ring
And a fluid pressure cylinder device 26 for reciprocating 25 in the axial direction. 27, 27 is a winding device for winding the annular members B, B, 28 is a stirrup winding device, and is configured to be capable of reciprocating on a rail 29 parallel to the rotation axis of the drum 20, 20 '. Has been done.

多方向X形組立鉄筋の製造方法を工程順に説明すると、
次の通りである。
The manufacturing method of the multi-directional X-shaped assembled rebar will be described in the order of steps,
It is as follows.

第1工程 図外の鉄筋曲げ加工機により、所望本数の鉄筋を第3図
で示した形状に折曲加工する。
First step: Using a reinforcing bar bending machine (not shown), a desired number of reinforcing bars are bent into the shape shown in FIG.

第2工程 両端部の折り曲げられた所定本数の鉄筋を、第10図の仮
想線で示すように、両ドラム20,20′の小径部20a,20aの
凹部21a…に嵌入し、且つ前記クランプ機構22…の一部
を操作して、第12図(イ)に示すように、鉄筋群を両ド
ラム20,20′に保持させる。第12図(イ)中の破線が鉄
筋を示す。この状態では、鉄筋群が、第13図に示すよう
に、一方向に捩じれたつづみ状を呈することになる。
Second step: As shown by phantom lines in FIG. 10, a predetermined number of bent reinforcing bars at both ends are fitted into the recesses 21a ... Of the small diameter portions 20a, 20a of both drums 20, 20 ', and the clamping mechanism is used. By operating a part of 22 ..., the rebar group is held on both drums 20 and 20 'as shown in FIG. The broken line in Fig. 12 (a) indicates the reinforcing bar. In this state, the reinforcing bar group has a zigzag shape twisted in one direction, as shown in FIG.

第3工程 この状態で、第12図(ロ)に示すように、一対のドラム
20,20′に保持された鉄筋群の両端部の外周に環状部材
B,Bを套嵌して溶接等の手段により固着する。尚、環状
部材B,Bを鉄筋群の端部に套嵌するにあたっては、次の
二つの方法を採用できる。その一つは、第14図に示すよ
うに、前記巻回装置27,27から繰り出された帯鋼板(又
は鉄筋)B′…を巻き付けて環状部材に形成する方法で
ある。他の一つは、第15図に示すように、予め、帯鋼板
(又は鉄筋)によって一対の環状部材B,Bを製作してお
き、当該環状部材B,Bをドラム20,20′間に垂直に仮置き
した状態で、当該環状部材B,Bに通した鉄筋を、第2工
程の通りにドラム20,20′の小径部20a,20aの凹部21a…
に嵌入し、しかる後、前記環状部材B,Bをドラム20,20′
側へと移動させる方法である。
Third step In this state, as shown in FIG. 12 (b), a pair of drums
Annular members on the outer periphery of both ends of the reinforcing bar group held at 20, 20 '
Fit B and B and fix them by welding or other means. In fitting the annular members B, B on the end portions of the reinforcing bar group, the following two methods can be adopted. One of them is, as shown in FIG. 14, a method of winding strip steel plates (or reinforcing bars) B ′ ... As another one, as shown in FIG. 15, a pair of annular members B and B are manufactured in advance by a steel strip (or a reinforcing bar), and the annular members B and B are placed between the drums 20 and 20 '. The rebars that have passed through the annular members B, B in the state of being temporarily placed vertically are recessed 21a of the small diameter portions 20a, 20a of the drums 20, 20 'as in the second step.
After that, the annular members B and B are fitted to the drums 20 and 20 '.
It is a method of moving to the side.

第4工程 しかる後、同じ形状に折曲加工された同本数の鉄筋を、
両ドラム20,20′の大径部20b,20bの凹部21b…に嵌入
し、且つ前記クランプ機構22…の残りの部分を操作し
て、第12図(ハ)に示すように、両ドラム20,20′に保
持させる。これにより前記環状部材B,Bの外側の鉄筋群
は、第16図に示すように、他方向に捩じれたつづみ状を
呈することになる。尚、第16図では、外側鉄筋群の捩れ
方向を分かりやすくするために、環状部材B,Bやその内
側のつづみ状鉄筋群を省略してある。この状態で、前記
外側鉄筋群を環状部材B,Bの外面に溶接等の手段により
固着する。
Fourth step After that, the same number of reinforcing bars bent into the same shape are
As shown in FIG. 12 (c), the drums 20 and 20 'are fitted into the recesses 21b of the large-diameter portions 20b and 20b, and the remaining portions of the clamp mechanism 22 are manipulated. , 20 '. As a result, the reinforcing bar group on the outside of the annular members B, B has a zigzag shape twisted in the other direction, as shown in FIG. Note that in FIG. 16, the annular members B, B and the looped reinforcing bar group inside thereof are omitted in order to make it easier to understand the twist direction of the outer reinforcing bar group. In this state, the outer reinforcing bar group is fixed to the outer surfaces of the annular members B, B by means such as welding.

第5工程 以上の工程を経て所望の多方向X形組立鉄筋を製造した
ら、少なくとも一方のドラム20又は20′を軸線方向に移
動させて、第12図(ニ)に示すように、ドラム20,20′
間隔を拡大し、多方向X形組立鉄筋の両端部をドラム2
0,20′から取り外すのである。
Fifth Step After the desired multi-directional X-shaped assembled rebar is manufactured through the steps above, at least one of the drums 20 or 20 'is moved in the axial direction, and as shown in FIG. 20 ′
Increase the distance to drum 2 at both ends of the multi-directional X-shaped assembly rebar
Remove it from 0, 20 '.

尚、帯筋Cが必要な場合には、第4工程と第5工程の間
に、前記帯筋巻回装置28による帯筋Cの巻き付け工程を
付加することができる。即ち、両ドラム20,20′を同一
方向に同期して回転させることにより、多方向X形組立
鉄筋を回転させ、且つ帯筋巻回装置28をレール29に沿っ
て水平方向に移動させつつ当該装置28から帯筋Cを繰り
出し、当該帯筋Cを多方向X形組立鉄筋の外周に螺旋状
に巻回していくのである。螺旋状帯筋Cの多方向X形組
立鉄筋に対する固定は、溶接、接着、結束等のいずれを
採用してもよい。勿論、多方向X形組立鉄筋の両端部を
ドラム20,20′から取り外した後、多方向X形組立鉄筋
の外周に帯筋Cを人為的に巻回固定することも可能であ
る。
If the stirrup C is required, a step of winding the stirrup C by the stirrup winding device 28 can be added between the fourth step and the fifth step. That is, by rotating both drums 20 and 20 'synchronously in the same direction, the multi-directional X-shaped assembly rebar is rotated, and the strip-bar winding device 28 is moved horizontally along the rail 29. The stirrup C is unwound from the device 28, and the stirrup C is spirally wound around the outer periphery of the multi-directional X-shaped assembly rebar. For fixing the spiral strip C to the multi-direction X-shaped assembly rebar, any of welding, bonding, binding, etc. may be adopted. Of course, after removing both ends of the multi-direction X-shaped assembly rebar from the drums 20 and 20 ', it is possible to artificially wind and fix the strip C on the outer periphery of the multi-direction X-shaped assembly rebar.

また、環状部材B,Bと内外の鉄筋群との固着手段として
は、抵抗溶接等の溶接の他、接着剤を使用してもよく、
次のようなカシメ(機械的圧着)を採用してもよい。例
えば、第17図に示すように、環状部材Bの所定位置に切
起こし部30…を形成しておき、この切起こし部30…を鉄
筋端部に巻きつけてカシメ止めを行うのである。
Further, as the means for fixing the annular members B, B and the inner and outer rebar groups, in addition to welding such as resistance welding, an adhesive may be used,
The following caulking (mechanical crimping) may be adopted. For example, as shown in FIG. 17, the cut-and-raised parts 30 ... Are formed at a predetermined position of the annular member B, and the cut-and-raised parts 30 ...

図示しないが、平行配筋を付加したい場合、第4工程に
おいて環状部材B,Bの外周に直線状の鉄筋を適当間隔お
きに固着すればよい。
Although not shown, if it is desired to add parallel reinforcing bars, linear reinforcing bars may be fixed to the outer periphery of the annular members B, B at appropriate intervals in the fourth step.

〔発明の効果〕〔The invention's effect〕

本発明は、上述した構成よりなり、予め両端部の折り曲
げられた所要本数の鉄筋を、一対のドラムに、ドラム周
りに適当間隔を隔てて、且つ、両側のドラムに対する鉄
筋両端部の取付け位置がドラム周りの一方向へ所定角度
ずつずれた状態に保持させ、この状態で鉄筋群の両端部
の外周に環状部材を套嵌して固着し、しかる後、前記環
状部材の外周所定位置に、予め同様に折曲加工された同
本数の鉄筋を、両側の環状部材に対する鉄筋両端部の取
付け位置が、ドラム周りの逆方向へ所定角度ずつずれた
状態に配置して固着することにより、上述した多方向X
形組立鉄筋を製造するので、鉄筋としてはネジ切り鉄筋
やネジ節鉄筋よりも安価な丸鋼や通常の異形鉄筋を採用
でき、しかも環状部材への孔あけや小孔への鉄筋挿入操
作、ナット締付け操作等が不要であり、多方向X形組立
鉄筋を低コストで能率よく製造できる。
The present invention is configured as described above, and a predetermined number of rebars whose both ends are bent in advance are provided in a pair of drums at appropriate intervals around the drums, and the mounting positions of the both ends of the rebars on the drums on both sides are set. The drum is held in a state of being deviated by a predetermined angle in one direction around the drum, and in this state, annular members are fitted and fixed to the outer circumferences of both ends of the reinforcing bar group. Similarly, by arranging and fixing the same number of bent reinforcing bars in such a manner that the mounting positions of both ends of the reinforcing bars with respect to the annular members on both sides are shifted by a predetermined angle in the opposite direction around the drum, the above-mentioned multiple reinforcing bars are fixed. Direction X
Shaped rebar is manufactured, so round bar that is cheaper than threaded bar and threaded bar and normal deformed bar can be adopted as rebar, and holes for annular members, rebar insertion operations for small holes, and nuts can be used. No tightening operation is required, and multi-directional X-shaped assembled rebar can be manufactured efficiently at low cost.

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

図面は本発明の実施例を示す。第1図は多方向X形組立
鉄筋の斜視図、第2図は概略平面図、第3図は多方向X
形組立鉄筋に使用する鉄筋を示す側面図である。第4図
は環状部材の変形例を示す多方向X形組立鉄筋の要部縦
断側面図、第5図は16本の鉄筋を使用した多方向X形組
立鉄筋の一部破断概略平面図である。第6図は多方向X
形組立鉄筋製造装置の概略構成を示す正面図、第7図は
平面図、第8図は環状部材の巻回装置の側面図、第9図
は帯筋巻回装置の側面図、第10図はドラムの概略斜視
図、第11図は左右のドラムに付した目印の説明図であ
る。第12図(イ)〜(ニ)は製造工程の説明図、第13図
は環状部材の内側鉄筋群の斜視図、第14図と第15図は各
々環状部材の套嵌方法を示す斜視図、第16図は環状部材
の外側鉄筋群の斜視図、第17図は環状部材と鉄筋との固
着手段の他の例を示す要部斜視図である。 第18図と第19図は従来例の説明図である。 1a……鉛直筋、1b……斜め筋、20,20′……ドラム、A
……一方向X形配筋、B……環状部材。
The drawings show embodiments of the invention. FIG. 1 is a perspective view of a multi-directional X-shaped assembly rebar, FIG. 2 is a schematic plan view, and FIG.
It is a side view which shows the reinforcing bar used for a shape assembly reinforcing bar. FIG. 4 is a vertical sectional side view of a main part of a multi-directional X-shaped assembled rebar showing a modified example of an annular member, and FIG. 5 is a partially cutaway schematic plan view of a multi-directional X-shaped assembled rebar using 16 rebars. . Figure 6 shows multidirectional X
FIG. 7 is a plan view, FIG. 8 is a side view of a winding device for an annular member, and FIG. 9 is a side view of a stirrup winding device. FIG. 11 is a schematic perspective view of the drum, and FIG. 11 is an explanatory diagram of marks attached to the left and right drums. 12 (a) to 12 (d) are explanatory views of the manufacturing process, FIG. 13 is a perspective view of the inner reinforcing bar group of the annular member, and FIGS. 14 and 15 are perspective views showing a method of fitting the annular member, respectively. FIG. 16 is a perspective view of an outer reinforcing bar group of an annular member, and FIG. 17 is a perspective view of a main part showing another example of a fixing means for fixing the annular member and the reinforcing bar. 18 and 19 are explanatory views of a conventional example. 1a ... vertical streak, 1b ... diagonal streak, 20,20 '... drum, A
…… One-way X-shaped bar arrangement, B …… annular member.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】平面視において時計回り方向に捩じれたつ
づみ状を呈する鉄筋群と反時計回り方向に捩じれたつづ
み状を呈する鉄筋群とを直径の異なる略同心円上の位置
に配置し、これら両鉄筋群を環状部材により互いに連結
してある多方向X形組立鉄筋を製造する方法であって、 鉄筋を、上下両端部が夫々鉛直筋で中間部が斜め筋とな
るように折曲加工し、 しかる後、所定間隔を隔てて、且つ、回転中心を同一軸
線上に位置させて回転可能並びに軸線方向へ相対移動可
能に設置されている一対のドラムに、両端部の折れ曲が
った所要本数の鉄筋を、ドラム周りに適当間隔を隔て
て、且つ、両側のドラムに対する鉄筋両端部の取付け位
置がドラム周りの一方向へ所定角度ずつずれた状態に保
持させ、 一対のドラムに保持された鉄筋群の両端部の外周に環状
部材を套嵌して固着し、 前記環状部材の外周所定位置に、両端部の折れ曲がった
同本数の鉄筋を、両側の環状部材に対する鉄筋両端部の
取付け位置が、ドラム周りの逆方向へ所定角度ずつずれ
た状態に配置して、固着し、 しかる後、ドラム間隔を拡大して、多方向X形組立鉄筋
の両端部をドラムから取り外すことを特徴とする多方向
X形組立鉄筋の製造方法。
1. A planar reinforcing bar group twisted in a clockwise direction in a plan view and a reinforcing bar group twisted in a counterclockwise direction in a staggered shape are arranged at positions on substantially concentric circles having different diameters, A method of manufacturing a multi-directional X-shaped assembled reinforcing bar in which both of these reinforcing bar groups are connected to each other by an annular member, wherein the reinforcing bar is bent so that both upper and lower ends are vertical bars and the middle part is a diagonal bar. Then, a pair of drums, which are rotatably and relatively movable in the axial direction with the rotation center located on the same axis, are arranged at a predetermined interval, and the required number of bent ends are Reinforcing bars that are held by a pair of drums, with the reinforcing bars being held at appropriate intervals around the drum, and with the positions of both ends of the reinforcing bars attached to the drums on both sides being displaced by a predetermined angle in one direction around the drum. Both ends of An annular member is fitted over the outer periphery and fixed, and the same number of bent reinforcing bars at both ends are fixed at predetermined positions on the outer periphery of the annular member. Of the multi-directional X-shaped assembly rebar, characterized in that the two ends of the multi-direction X-shaped assembly rebar are removed from the drum by arranging them at a predetermined angle to each other and fixing them Production method.
JP4166388A 1988-02-22 1988-02-22 Method of manufacturing multi-directional X-shaped assembled rebar Expired - Fee Related JPH07108429B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4166388A JPH07108429B2 (en) 1988-02-22 1988-02-22 Method of manufacturing multi-directional X-shaped assembled rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4166388A JPH07108429B2 (en) 1988-02-22 1988-02-22 Method of manufacturing multi-directional X-shaped assembled rebar

Publications (2)

Publication Number Publication Date
JPH01215422A JPH01215422A (en) 1989-08-29
JPH07108429B2 true JPH07108429B2 (en) 1995-11-22

Family

ID=12614622

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4166388A Expired - Fee Related JPH07108429B2 (en) 1988-02-22 1988-02-22 Method of manufacturing multi-directional X-shaped assembled rebar

Country Status (1)

Country Link
JP (1) JPH07108429B2 (en)

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JP2779790B2 (en) * 1992-01-22 1998-07-23 株式会社長谷工コーポレーション Manufacturing method of X-shaped assembled rebar
KR100781675B1 (en) * 2006-07-31 2007-12-03 송기용 Built-up bar using the wire
JP4778386B2 (en) * 2006-09-27 2011-09-21 日本コンクリート工業株式会社 Construction method of pile head fixing structure in pile
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105398626A (en) * 2015-12-15 2016-03-16 苏州创丰精密五金有限公司 Layer laying and cutting device for wire rod twisting layer

Also Published As

Publication number Publication date
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