JPH0716683A - Manufacture of reinforcing-bar basket - Google Patents

Manufacture of reinforcing-bar basket

Info

Publication number
JPH0716683A
JPH0716683A JP19090193A JP19090193A JPH0716683A JP H0716683 A JPH0716683 A JP H0716683A JP 19090193 A JP19090193 A JP 19090193A JP 19090193 A JP19090193 A JP 19090193A JP H0716683 A JPH0716683 A JP H0716683A
Authority
JP
Japan
Prior art keywords
main
reinforcing bar
shear
bar
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.)
Pending
Application number
JP19090193A
Other languages
Japanese (ja)
Inventor
Noboru Watanabe
昇 渡辺
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.)
Tokyo Tekko Co Ltd
Original Assignee
Tokyo Tekko Co Ltd
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 Tokyo Tekko Co Ltd filed Critical Tokyo Tekko Co Ltd
Priority to JP19090193A priority Critical patent/JPH0716683A/en
Publication of JPH0716683A publication Critical patent/JPH0716683A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE:To reduce labor and time required for bending by easily joining main reinforcement and sheared reinforcing bars together and bending each sheared reinforcing bar at the same time. CONSTITUTION:Plural sheared reinforcing bars 13 are arranged horizontally in parallel at specified intervals mutually. The plural main reinforcements 11A-12C are mounted on the respective sheared reinforcing bars 13 in parallel at specified intervals so as to orthogonally cross to auxiliary reinforcing bars 14. The crossing parts between the respective auxiliary reinforcing bars 14 and the respective main reinforcements 11A-12 are joined together by binding, etc. The respective sheared reinforcing bars 13 are bent orthogonally at the crossing parts to the main reinforcements 11A, 11C, 12A and 12C and formed into an annular shape. Both ends 13a and 13b of each sheared reinforcing bar 13 are joined together mutually.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、主筋と環状の剪断補
強筋とからなる鉄筋篭の製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a rebar cage comprising a main bar and an annular shear reinforcing bar.

【0002】[0002]

【従来の技術】従来、図5に示す鉄筋篭A、すなわち複
数の主筋1と複数の剪断補強筋2とからなる鉄筋篭Aを
製造する場合には、鉄筋を折り曲げて環状の剪断補強筋
2を予め作成しておき、各剪断補強筋2に主筋1を挿通
する。そして、主筋1と剪断補強筋2との各交差部を結
束または溶接等によって結合する。これによって鉄筋篭
Aを製造する。
2. Description of the Related Art Conventionally, when manufacturing a reinforcing bar cage A shown in FIG. 5, that is, a reinforcing bar cage A consisting of a plurality of main bars 1 and a plurality of shear reinforcing bars 2, the reinforcing bars are bent to form an annular shear reinforcing bar 2. Is prepared in advance, and the main reinforcement 1 is inserted into each shear reinforcement reinforcement 2. Then, the intersections of the main reinforcement 1 and the shear reinforcement reinforcement 2 are joined together by binding or welding. Thereby, the reinforced basket A is manufactured.

【0003】[0003]

【発明が解決しようとする課題】上記従来の製造方法に
おいては、各剪断補強筋2を作成するために鉄筋をそれ
ぞれ曲げ加工しなければならず、各鉄筋の曲げ加工に多
大の手間を要する。また、剪断補強筋2が環状をなして
いるため、主筋1と剪断補強筋2との結合作業が行いに
くい。これらの理由により、従来の製造方法では鉄筋篭
Aの生産性が低いという問題があった。
In the above-mentioned conventional manufacturing method, each reinforcing bar must be bent in order to form each shear reinforcing bar 2, and bending of each reinforcing bar requires a great deal of labor. Further, since the shear reinforcing bar 2 has an annular shape, it is difficult to connect the main reinforcing bar 1 and the shear reinforcing bar 2 together. For these reasons, the conventional manufacturing method has a problem that the productivity of the rebar cage A is low.

【0004】[0004]

【課題を解決するための手段】この発明は、上記の問題
を解決するためになされたもので、一平面上に互いに平
行に配置された複数の主筋と各主筋と直交するように配
置された複数の剪断補強筋とをそれぞれの交差部で結合
した後、各剪断補強筋を曲げ加工して環状にし、次いで
各剪断補強筋の両端部を結合することを特徴としてい
る。
The present invention has been made to solve the above problems, and a plurality of main bars arranged in parallel to each other on one plane and arranged so as to be orthogonal to each main bar. It is characterized in that after connecting a plurality of shear reinforcing bars at respective intersections, each shear reinforcing bar is bent into an annular shape, and then both ends of each shear reinforcing bar are connected.

【0005】[0005]

【作用】主筋と剪断補強筋とは、直線状態で結合される
ので、結合が容易である。また、各剪断補強筋を環状に
曲げ加工する場合、各剪断補強筋が曲げ同時に加工され
る。
[Operation] Since the main reinforcement and the shear reinforcement are connected in a straight line, the connection is easy. Moreover, when each shear reinforcing bar is bent into an annular shape, each shear reinforcing bar is bent and processed simultaneously.

【0006】[0006]

【実施例】以下、この発明の実施例について図1ないし
図4を参照して説明する。図1(A),(B),
(C),(D)はこの発明の一実施例を示すものであ
り、まず図1(C)および(D)を参照してこの発明の
製造方法によって製造される鉄筋篭Bの構造について説
明すると、鉄筋篭Bは、複数(この実施例では3本)の
主筋11A,11B,11Cからなる上主筋群11と、
複数(この実施例では上主筋群11と同数)の主筋12
A,12B,12Cからなる下主筋群12と、上下の主
筋群11,12の外側にそれぞれ巻回され、主筋群1
1,12の長手方向に所定の間隔をもって互いに離れて
配置された複数の剪断補強筋13とを備えている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIGS. 1 (A), (B),
1C and 1D show an embodiment of the present invention. First, the structure of a rebar cage B manufactured by the manufacturing method of the present invention will be described with reference to FIGS. 1C and 1D. Then, the reinforcing bar cage B includes an upper main bar group 11 including a plurality of (three in this embodiment) main bars 11A, 11B, and 11C.
A plurality (the same number as the upper main muscle group 11 in this embodiment) of main muscles 12
A lower main muscle group 12 composed of A, 12B, and 12C, and a lower main muscle group 11 and 12 wound around the upper and lower main muscle groups 11 and 12, respectively.
1 and 12 are provided with a plurality of shear reinforcing bars 13 which are arranged apart from each other at a predetermined interval in the longitudinal direction.

【0007】上主筋群11の主筋11A,11B,11
Cは、所定の間隔lをもって互いに平行に配置されてい
る。一方、下主筋群12の主筋12A,12B,12C
は、上主筋群11と平行に、かつ所定の間隔Lをもって
配置され、しかも主筋11A,11B,11Cとそれぞ
れ上下に対向して配置されている。したがって、上下の
主筋群11,12全体を長手方向から見た輪郭は矩形状
になっている。
Main muscles 11A, 11B, 11 of the upper main muscle group 11
The Cs are arranged in parallel with each other with a predetermined interval l. On the other hand, the main muscles 12A, 12B, 12C of the lower main muscle group 12
Are arranged in parallel with the upper main muscle group 11 and at a predetermined interval L, and are arranged vertically opposed to the main muscles 11A, 11B, 11C, respectively. Therefore, the outline of the entire upper and lower main muscle groups 11 and 12 as viewed in the longitudinal direction is rectangular.

【0008】上記剪断補強筋13は、上下の主筋群1
1,12の外側に各主筋11A〜112Cとほぼ直交す
るように巻回されており、各主筋11A〜12Cとそれ
ぞれの交差部において結合されている。また、剪断補強
筋13の両端部13a,13bは、互いの外周面が接す
るように縦添えされ、結束等によって結合固定されてい
る。
The shear reinforcing bar 13 is composed of the upper and lower main bar groups 1
It is wound on the outer sides of 1 and 12 so as to be substantially orthogonal to the respective main bars 11A to 112C, and is joined to the respective main bars 11A to 12C at respective intersections. Both ends 13a and 13b of the shear reinforcing bar 13 are vertically attached so that their outer peripheral surfaces are in contact with each other, and are joined and fixed by binding or the like.

【0009】次に、上記構成の鉄筋篭Bを製造する場合
について説明すると、図1(A)に示すように、まず主
筋群11,12を一平面上に所定の間隔をもって平行に
並べる。この場合、上主筋群11の主筋11A,11
B,11C、下主筋群12の主筋12A,12B,12
Cを所定の間隔lをもって配置し、上下の主筋群11,
12を所定の間隔Lをもって配置すべきことは勿論であ
る。
Next, the case of manufacturing the rebar cage B having the above structure will be described. First, as shown in FIG. 1A, the main bar groups 11 and 12 are arranged in parallel on one plane at a predetermined interval. In this case, the main muscles 11A, 11 of the upper main muscle group 11
B, 11C, main muscles 12A, 12B, 12 of the lower main muscle group 12
C are arranged at a predetermined interval l, and the upper and lower main muscle groups 11,
Of course, 12 should be arranged at a predetermined interval L.

【0010】次に、剪断補強筋13を上下の主筋群1
1,12に対して直交するように並べ、各主筋11A〜
12Cと剪断補強筋13との交差部を結合する。この場
合、剪断補強筋13については、上下の主筋群11,1
2によって区画形成される矩形の全長より若干長いもの
を用いる。そして、その長さが長い分だけ剪断補強筋1
3の一端部13bを主筋11Aから右側に突出させる。
したがって、主筋12Aの左側に位置する他端部13a
の長さは間隔Lとほぼ等しくなる。勿論、これとは逆に
してもよい。また、結合に際しては、剪断補強筋13を
主筋群11,12に対して1本づつ並べながら各交差部
を結合するようにしてもよく、あるいは全ての剪断補強
筋13を並べた後、交差部を結合するようにしてもよ
い。さらに、結合の方法としては、細い金属ワイヤで結
束したり、あるいは溶接する等の方法を採用することが
できる。
Next, the shear reinforcing bar 13 is connected to the upper and lower main bar groups 1
1 and 12 are arranged so as to be orthogonal to each other and each main muscle 11A to
The intersection of 12C and the shear reinforcement 13 is joined. In this case, regarding the shear reinforcement bar 13, the upper and lower main bar groups 11, 1
A rectangle slightly longer than the total length of the rectangle defined by 2 is used. And, as long as the length is long, the shear reinforcement 1
One end portion 13b of No. 3 is projected rightward from the main muscle 11A.
Therefore, the other end portion 13a located on the left side of the main bar 12A
Is approximately equal to the distance L. Of course, this may be reversed. In addition, at the time of joining, the shear reinforcing bars 13 may be arranged one by one with respect to the main bar groups 11 and 12 so that the respective crossing portions are bonded, or after all the shear reinforcing bars 13 are lined up, the crossing portions are joined. May be combined. Further, as a joining method, a method of binding with a thin metal wire, welding, or the like can be adopted.

【0011】次に、図1(B)に示すように、各剪断補
強筋13を折り曲げて矩形状(環状)にする。この場
合、各剪断補強筋13については、同時に折り曲げるよ
うにする。また、折り曲げるに際しては、主筋11Aと
の交差部および主筋12Aとの交差部をそれぞれ直角に
折り曲げ、その後主筋11Cとの交差部および主筋12
Cとの交差部をそれぞれ直角に折り曲げるようにするの
がよい。
Next, as shown in FIG. 1 (B), each shear reinforcing bar 13 is bent into a rectangular shape (annular shape). In this case, the shear reinforcing bars 13 are bent at the same time. Further, when bending, the intersection with the main reinforcement 11A and the intersection with the main reinforcement 12A are bent at right angles, and then the intersection with the main reinforcement 11C and the main reinforcement 12 are bent.
It is preferable that the intersections with C be bent at right angles.

【0012】剪断補強筋13を上記のように折り曲げ
て、その両端部13a,13bの外周面が接するように
縦添えさせる。そして、その両端部を13a,13bを
結束、あるいは溶接等によって結合固定する。これによ
って、直線状をなしていた剪断補強筋13が環状に形成
されると同時に、鉄筋篭Bが製造される。
The shear reinforcing bar 13 is bent as described above and vertically attached so that the outer peripheral surfaces of the both end portions 13a and 13b are in contact with each other. Then, both ends thereof are joined and fixed by binding 13a and 13b or by welding. As a result, the linear reinforcing reinforcement 13 is formed in an annular shape, and at the same time, the reinforcing bar basket B is manufactured.

【0013】上記の製造方法においては、剪断補強筋1
3を真っすぐな状態で主筋11A〜12Cに結合してい
るので、両者の結合を容易に行うことができる。また、
各剪断補強筋13を同時に折り曲げることができるの
で、各剪断補強筋13を個別に折り曲げて製造する場合
に比して折り曲げ加工に要する手間を大幅に軽減するこ
とができる。したがって、鉄筋篭Bの生産性を向上させ
ることができる。
In the above manufacturing method, the shear reinforcing bar 1 is used.
Since 3 is connected to the main muscles 11A to 12C in a straight state, both can be easily connected. Also,
Since each of the shear reinforcing bars 13 can be bent at the same time, the labor required for the bending process can be significantly reduced as compared with the case of manufacturing each of the shear reinforcing bars 13 individually. Therefore, the productivity of the rebar cage B can be improved.

【0014】次に、この発明の他の実施例について説明
する。図2(A),(B)はこの発明の製造方法によっ
て製造された鉄筋篭の他の例を示すものであり、この鉄
筋篭Cにおいては、剪断補強筋13の両端部13a,1
3bが主筋11Aをほぼ135°にわたって巻回するよ
うに折り曲げられている。勿論、両端部13a,13b
と主筋11Aとは、結束、溶接等によって結合されてい
る。
Next, another embodiment of the present invention will be described. 2 (A) and 2 (B) show another example of the reinforcing bar cage manufactured by the manufacturing method of the present invention. In this reinforcing bar cage C, both end portions 13a, 1 of the shear reinforcing bar 13 are shown.
3b is bent so as to wind the main bar 11A over approximately 135 °. Of course, both ends 13a, 13b
The main bar 11A and the main bar 11A are connected by binding, welding, or the like.

【0015】このような鉄筋篭Cを製造する場合には、
主筋11Aを除いた他の主筋11B〜12Cと剪断補強
筋13とを上記と同様にして結合した後、剪断補強筋1
3を折り曲げる。この場合、剪断補強筋13の両端部1
3a,13bは、ほぼ135°だけ折り曲げる。その
後、両端部13a,13b間に主筋11Aを挿通し、そ
れらを結合する。
When manufacturing such a rebar cage C,
After the main reinforcements 11B to 12C other than the main reinforcement 11A and the shear reinforcements 13 are connected in the same manner as described above, the shear reinforcements 1
Bend 3 In this case, both ends 1 of the shear reinforcing bar 13
3a and 13b are bent by approximately 135 °. After that, the main bars 11A are inserted between the both end portions 13a and 13b to join them.

【0016】また、図3(A),(B)に示す鉄筋篭D
は、剪断補強筋13の両端部を突き合わせ、電気抵抗溶
接法、ガス圧接法等によって溶接するようにしたもので
ある。
Further, a rebar cage D shown in FIGS. 3 (A) and 3 (B).
Is a method in which both ends of the shear reinforcing bar 13 are butted and welded by an electric resistance welding method, a gas pressure welding method or the like.

【0017】さらに、図4(A),(B)に示す鉄筋篭
Eは、上下の主筋群11,12間に位置する剪断補強筋
13の内面に2番筋14および腹筋15を配置するよう
にしたものである。この鉄筋篭Eを製造する場合には、
主筋11A〜12Cと剪断補強筋13とを結合する時
に、これと同時に2番筋14および腹筋15を剪断補強
筋13に結合しておくようする。結合後は、上記実施例
と同様にして鉄筋篭Eを製造することができる。
Further, in the rebar cage E shown in FIGS. 4A and 4B, the second muscle 14 and the abdominal muscle 15 are arranged on the inner surface of the shear reinforcement muscle 13 located between the upper and lower main muscle groups 11 and 12. It is the one. When manufacturing this rebar cage E,
When the main muscles 11A to 12C and the shear reinforcement muscle 13 are coupled, the second muscle 14 and the abdominal muscle 15 are coupled to the shear reinforcement muscle 13 at the same time. After the joining, the rebar cage E can be manufactured in the same manner as in the above embodiment.

【0018】なお、この発明は、上記の実施例に限定さ
れるものでなく、その要旨を逸脱しない範囲において適
宜変更可能である。例えば、上記の実施例は、断面矩形
状の鉄筋篭B,C,D,Eに適用したものであるが、断
面円形状、あるいは矩形以外の多角形状の鉄筋篭に適用
することも可能である。
The present invention is not limited to the above embodiments, but can be modified as appropriate without departing from the scope of the invention. For example, the above embodiment is applied to the rebar cages B, C, D, and E having a rectangular cross section, but it is also possible to apply it to the rebar cages having a circular cross section or a polygonal shape other than rectangular. .

【0019】[0019]

【発明の効果】以上説明したように、この発明の鉄筋篭
の製造方法によれば、複数の主筋と複数の剪断補強筋と
を互いに直交するように配置してそれらの交差部を結合
し、しかる後剪断補強筋を環状にしてその両端部を結合
しているから、主筋と剪断補強筋とを容易に結合するこ
とができ、しかも各剪断補強筋を同時に曲げ加工するこ
とができる。したがって、従来の製造方法に比して生産
性を大幅に向上させることができるという効果が得られ
る。
As described above, according to the method for manufacturing a reinforcing bar cage of the present invention, a plurality of main bars and a plurality of shear reinforcing bars are arranged so as to be orthogonal to each other, and their intersections are joined together, After that, since the shear reinforcing bar is formed into an annular shape and both ends thereof are connected to each other, the main reinforcing bar and the shear reinforcing bar can be easily connected, and each shear reinforcing bar can be bent simultaneously. Therefore, there is an effect that the productivity can be significantly improved as compared with the conventional manufacturing method.

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

【図1】この発明の一実施例を示すもので、図1(A)
は主筋と剪断補強筋とを直交させて配置した状態を示す
平面図、図1(B)は剪断補強筋の曲げ加工行程を示す
図、図1(C)はこの発明の製造方法によって製造され
た鉄筋篭を主筋の長手方向から見た図、図1(D)は図
1(C)のD矢視図である。
FIG. 1 shows an embodiment of the present invention and is shown in FIG.
Is a plan view showing a state in which the main reinforcement and the shear reinforcement are arranged orthogonally to each other, FIG. 1 (B) is a view showing a bending process of the shear reinforcement, and FIG. 1 (C) is manufactured by the manufacturing method of the present invention. 1D is a view of the rebar cage viewed from the longitudinal direction of the main bar, and FIG. 1D is a view on arrow D of FIG. 1C.

【図2】この発明の製造方法によって製造された鉄筋篭
の他の例を示すものであり、図2(A),(B)はそれ
ぞれ図1(C),(D)と同様の図である。
FIG. 2 shows another example of a rebar cage manufactured by the manufacturing method of the present invention, and FIGS. 2 (A) and 2 (B) are views similar to FIGS. 1 (C) and 1 (D), respectively. is there.

【図3】この発明の製造方法によって製造された鉄筋篭
の他の例を示すものであり、図3(A),(B)はそれ
ぞれ図1(C),(D)と同様の図である。
FIG. 3 shows another example of a rebar cage manufactured by the manufacturing method of the present invention, and FIGS. 3 (A) and 3 (B) are views similar to FIGS. 1 (C) and 1 (D), respectively. is there.

【図4】この発明の製造方法によって製造された鉄筋篭
の他の例を示すものであり、図4(A),(B)はそれ
ぞれ図1(C),(D)と同様の図である。
FIG. 4 shows another example of the rebar cage manufactured by the manufacturing method of the present invention, and FIGS. 4 (A) and 4 (B) are views similar to FIGS. 1 (C) and 1 (D), respectively. is there.

【図5】鉄筋篭の一例を示す斜視図である。FIG. 5 is a perspective view showing an example of a rebar cage.

【符号の説明】[Explanation of symbols]

B 鉄筋篭 C 鉄筋篭 D 鉄筋篭 E 鉄筋篭 11A 主筋 11B 主筋 11C 主筋 12A 主筋 12B 主筋 12C 主筋 13 剪断補強筋 13a 剪断補強筋の端部 13b 剪断補強筋の端部 B rebar cage C rebar cage D rebar cage E rebar cage 11A main bar 11B main bar 11C main bar 12A main bar 12B main bar 12C main bar 13 shear reinforcing bar 13a shear reinforcing bar end 13b shear reinforcing bar end

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 一平面上に互いに平行に配置された複数
の主筋と各主筋と直交するように配置された複数の剪断
補強筋とをそれぞれの交差部で結合した後、各剪断補強
筋を曲げ加工して環状にし、次いで各剪断補強筋の両端
部を結合することを特徴とする鉄筋篭の製造方法。
1. A plurality of main reinforcements arranged parallel to each other on a plane and a plurality of shear reinforcement reinforcements arranged so as to be orthogonal to the respective main reinforcements are connected at respective intersections, and then the respective shear reinforcement reinforcements are connected. A method for manufacturing a rebar basket, which comprises bending the material into an annular shape, and then joining both ends of each shear reinforcing bar.
JP19090193A 1993-07-02 1993-07-02 Manufacture of reinforcing-bar basket Pending JPH0716683A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19090193A JPH0716683A (en) 1993-07-02 1993-07-02 Manufacture of reinforcing-bar basket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19090193A JPH0716683A (en) 1993-07-02 1993-07-02 Manufacture of reinforcing-bar basket

Publications (1)

Publication Number Publication Date
JPH0716683A true JPH0716683A (en) 1995-01-20

Family

ID=16265607

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19090193A Pending JPH0716683A (en) 1993-07-02 1993-07-02 Manufacture of reinforcing-bar basket

Country Status (1)

Country Link
JP (1) JPH0716683A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013510720A (en) * 2009-11-13 2013-03-28 エー.ダブリュ.エム. ソシエタ ペル アチオニ Method and apparatus for automatically assembling a composite cage formed from an electrowelded metal net
CN105934286A (en) * 2014-01-29 2016-09-07 杰富意钢铁株式会社 Cold-rolling facility and cold-rolling method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013510720A (en) * 2009-11-13 2013-03-28 エー.ダブリュ.エム. ソシエタ ペル アチオニ Method and apparatus for automatically assembling a composite cage formed from an electrowelded metal net
CN105934286A (en) * 2014-01-29 2016-09-07 杰富意钢铁株式会社 Cold-rolling facility and cold-rolling method

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