JPH05113007A - Reinforcement assembly frame - Google Patents

Reinforcement assembly frame

Info

Publication number
JPH05113007A
JPH05113007A JP27385591A JP27385591A JPH05113007A JP H05113007 A JPH05113007 A JP H05113007A JP 27385591 A JP27385591 A JP 27385591A JP 27385591 A JP27385591 A JP 27385591A JP H05113007 A JPH05113007 A JP H05113007A
Authority
JP
Japan
Prior art keywords
assemblies
assembly
adjacent
frame
stripes
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
JP27385591A
Other languages
Japanese (ja)
Inventor
Akira Hayashi
明 林
Original Assignee
Hayashi Seiko Kk
林精工株式会社
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 Hayashi Seiko Kk, 林精工株式会社 filed Critical Hayashi Seiko Kk
Priority to JP27385591A priority Critical patent/JPH05113007A/en
Publication of JPH05113007A publication Critical patent/JPH05113007A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a reinforcement assembly frame adapted to be wound onto a steel structure or a reinforcement with which a support column or a beam is formed, in a steel structure building or a reinforcement building. CONSTITUTION:Assemblies A, B, C, D in which vertical reinforcements a1, a2... and horizontal reinforcements b1, b2... are combined, and are welded together at their cross points as welded parts 2, end parts bX of the horizontal reinforcements b1, b2... which extend crosswise of the longitudinal direction of a steel frame 1 in the assemblies B, C are bent obliquely inward so as to be engaged with the vertical reinforcements a1 and an of the assemblies A, C. The end parts bY of the horizontal reinforcements b1, b2... which extend crosswise of the adjacent assemblies A, C are bent at positions adjacent to the end parts bX, and these end parts bX, bY are fitted in elongated holes which are formed at predetermined intervals in a long plate 4.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はビルディング,橋梁等の
鉄骨建築物或いは鉄筋建築物においてその支柱又は梁を
形成する鉄骨又は鉄筋の外側に巻きつける鉄筋組立枠に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel frame building such as a building or a bridge, or a reinforcing bar assembly frame wound around the outside of the steel frame or the reinforcing bar forming the columns or beams of the reinforcing bar building.

【0002】[0002]

【従来の技術】従来、鉄筋組立用筋枠は太さ10mm或い
は13mmの異径(表面に環状の凹凸がある)鉄棒を適宜寸
法に裁断し、これらの切断された鉄筋を鉄骨の支柱又は
梁の周りに縦横に組合せて鉄骨を包囲する骨格に組み上
げ、その交点を針金,帯板等により結束し、筋枠を構成
していた。
2. Description of the Related Art Conventionally, a reinforcing bar frame for assembling a reinforcing bar has a diameter of 10 mm or 13 mm with a different diameter (having a ring-shaped uneven surface) cut into appropriate sizes, and the cut rebars are supported by steel columns or beams. It was assembled vertically and horizontally around the skeleton and assembled into a skeleton surrounding the steel frame, and the intersections were bound by wires, strips, etc. to form a muscle frame.

【0003】[0003]

【発明が解決しようとする課題】しかしこれでは現場作
業が大変であると共に強度が弱かった。また特に鉄骨を
包囲するループ状の横筋は鉄骨を組上げる前に予め鉄骨
に挿入せねばならず、面倒であった。本発明はかかる欠
点を除去するもので、工場等で鉄骨を予めアーク溶接又
はスポット溶接等により溶接して筋枠に組み上げると共
に場合によってはその一部は軸筋として水平に折り畳め
るようにしたものである。
However, in this case, the field work is difficult and the strength is weak. In addition, the loop-shaped transverse bar surrounding the steel frame must be inserted in the steel frame before the steel frame is assembled, which is troublesome. The present invention eliminates such drawbacks, and a steel frame is preliminarily welded in a factory or the like by arc welding or spot welding to be assembled into a frame, and in some cases, a part of the frame can be horizontally folded as an axial bar. is there.

【0004】[0004]

【課題を解決するための手段】本発明は上記の課題に鑑
みてなされたもので、鉄骨,鉄筋等の支柱又は梁を形成
する部分1を包囲する4側面においてそれらの各側面の
大きさに沿って縦横に縦筋a1 ,a2 ・・・と横筋
1 ,b2 ・・・を組んでその交点を溶接部2により溶
接して各組立体A,B,C,Dを構成し、これらの各組
立体A,B,C,Dにおいて組立体B,Cの鉄骨1の長
手方向に対し横方向に延びる横筋b1 ,b2 ・・・の端
部bX は隣接する組立体A,Cの端部の縦筋a1 ,an
に係合するように斜内方に折り曲げ、またこの隣接する
組立体A,Cの横方向に延びる横筋b 1 ,b2 ・・・の
端部bY も上記端部bX と隣接する位置で折り曲げ、こ
れらの端部bX ,bY には長板4に縦方向に所定間隔に
設けた長孔5,5・・・を嵌合したことを特徴とする鉄
筋組立枠である。
The present invention addresses the above problems.
It was made by observing, forming columns or beams of steel frames, reinforcing bars, etc.
The four sides surrounding the part 1 to be
Vertical lines a along the size1, A2... and horizontal stripes
b1, B2.. are assembled and the intersection is melted by the welded part 2.
Contact each other to form each assembly A, B, C, D, and each set of these
Length of steel frame 1 of assembly B, C in solids A, B, C, D
Lateral stripe b extending laterally with respect to the hand direction1, B2End of
Part bXIs a vertical stripe a at the end of the adjacent assemblies A and C.1, An
Fold inward to engage the
Lateral bar b extending in the lateral direction of the assemblies A and C 1, B2···of
End bYAlso above end bXBend at a position adjacent to
End b of theseX, BYOn the long plate 4 at predetermined intervals in the vertical direction
Iron that is fitted with the long holes 5, 5 ...
It is a muscle assembly frame.

【0005】また本発明において、上記4つの組立体
A,B,C,Dにおいて隣接する二対の組立体A,B;
C,Dの一方の組立体B,Dの横筋b1 ,b2 ・・・は
他方の組立体A,Bの端の縦筋a1 に対して回動すべく
連結してなるものである。
In the present invention, two pairs of adjacent assemblies A, B in the above four assemblies A, B, C, D;
The horizontal streaks b 1 , b 2 ... Of one of the assemblies B and D of C and D are connected so as to rotate with respect to the vertical streaks a 1 of the ends of the other assemblies A and B. ..

【0006】さらに、上記4つの組立体A,B,C,D
において隣接する二対の組立体A,B;C,Dの横筋b
1 ,b2 ・・・は一体でL字型に形成してなるものであ
る。
Further, the above-mentioned four assemblies A, B, C, D
Pairs of adjacent assemblies A, B; transverse muscle b of C, D
1 , b 2 ... Are integrally formed in an L-shape.

【0007】さらにまた、上記4つの組立体A,B,
C,Dにおいて隣接する3つの組立体A,B,Dの横筋
1 ,b2 ・・・は一体でコ字型に形成してなるもので
ある。
Furthermore, the above-mentioned four assemblies A, B,
The lateral stripes b 1 , b 2, ... Of the three adjacent assemblies A, B, D in C and D are integrally formed in a U shape.

【0008】また、上記4つの組立体A,B,C,Dに
おいて全ての組立体A,B,C,Dを回動すべく連結
し、その連結部の一つのみを着脱可能としたものであ
る。
Further, in the above-mentioned four assemblies A, B, C, D, all the assemblies A, B, C, D are connected so as to rotate, and only one of the connecting portions is detachable. Is.

【0009】また、本発明は鉄骨,鉄筋等の支柱又は梁
を形成する部分1を包囲する4側面においてそれらの各
側面の大きさに沿って縦横に縦筋a1 ,a2 ・・・と横
筋b 1 ,b2 ・・・を組んでその交点を溶接部2により
溶接して各組立体A,B,C,Dを構成し、これらの各
組立体A,B,C,Dにおいて組立体B,Cの鉄骨1の
長手方向に対し横方向に延びる横筋b1 ,b2 ・・・の
端部bX は隣接する組立体A,Cの端部の縦筋a1 ,a
n に係合するように斜内方に折り曲げ、またこの隣接す
る組立体A,Cの横方向に延びる横筋b1 ,b2 ・・・
の端部bY も上記端部bX と隣接する位置で折り曲げ、
端部bX ,bY と横筋b1 ,b2 ・・・の間に棒材8又
は板4f を挿入してなる鉄筋組立枠である。
Further, the present invention is a strut or beam such as a steel frame or a reinforcing bar.
Each of them on four sides surrounding the part 1 forming
Vertical lines a along the size of the side1, A2... and sideways
Muscle b 1, B2... and the intersection is formed by the welded part 2.
Each assembly A, B, C, D is welded to form each of these
In the assembly A, B, C, D
Lateral streaks b extending transversely to the longitudinal direction1, B2···of
End bXIs a vertical stripe a at the end of the adjacent assemblies A and C.1, A
nFold inward to engage the
Horizontal bar b extending in the lateral direction of the assembly A, C1, B2...
End b ofYAlso above end bXBend at a position adjacent to,
End bX, BYAnd horizontal stripe b1, B2Between 8 bars of bar material
Is a rebar assembly frame formed by inserting the plate 4f.

【0010】[0010]

【作用】各組立体A,B,C,Dを夫々包囲する鉄骨1
の側面におき、組立体B,Cの横筋b1 ,b2 ・・・の
端部bX ,・・・を隣接する組立体A,Cの端部の縦筋
1 ,an に引っ掛けると、鉄骨1を包囲する筋枠が組
上がる。次に隣接する端部bX ,bY に長板4の長孔
5,5・・・を嵌合し、両者を固定する。
Operation: A steel frame 1 surrounding each of the assemblies A, B, C, D
, And the end portions b X , ... Of the horizontal stripes b 1 , b 2 ... Of the assemblies B, C are hooked on the vertical stripes a 1 , a n of the end portions of the adjacent assemblies A, C. Then, the muscle frame surrounding the steel frame 1 is assembled. Next, the long holes 5, 5, ... Of the long plate 4 are fitted to the adjacent ends b X , b Y to fix them.

【0011】[0011]

【実施例】鉄骨,鉄筋等の支柱又は梁を形成する部分1
を包囲する4側面においてそれらの各側面の大きさに沿
って縦横に縦筋a1 ,a2 ・・・と横筋b1 ,b2 ・・
・を組んでその交点を溶接部2により溶接して各組立体
A,B,C,Dを構成する。なお図1示の組立体A,C
の縦筋a1 ,a2 ・・・an は5本で両端に縦筋a 1
n があり、横筋横筋b1 ,b2 ・・・の端部bY は斜
内方に折り曲げて両端の縦筋a1 ,an に巻きつけて溶
接する。組立体B,Dの縦筋a1 ,a2 ・・・は3本で
両端には縦筋がない。
[Embodiment] A portion 1 for forming columns or beams such as steel frames and reinforcing bars
The four sides that surround the
Vertical stripes a1, A2... and horizontal stripe b1, B2・ ・
・ Each assembly is assembled by welding the intersections with the welding part 2.
A, B, C and D are constructed. Note that the assemblies A and C shown in FIG.
Vertical stripe a1, A2... anIs 5 and has vertical stripes a at both ends 1
anAnd the horizontal muscle horizontal muscle b1, B2End b ofYIs diagonal
Bend inward to create vertical stripes a at both ends1, AnWrapped around and melted
Contact. Vertical streaks a of the assemblies B and D1, A2... is three
There are no vertical streaks on both ends.

【0012】これらの各組立体A,B,C,Dにおいて
組立体B,Cの鉄骨1の長手方向に対し横方向に延びる
横筋b1 ,b2 ・・・の端部bX は隣接する組立体A,
Cの端部の縦筋a1 ,an に係合するように斜内方に折
り曲げる。この端部bX の長さは縦筋a1 の直径の4倍
以上の長さを有し、上記端部bY と同じ斜方向に伸びて
いるすなわち捩られていて図3に示すように上記組立体
A,Cの端部bY と干渉しないようにする。このように
端部bX は斜方向(捩られている)に伸びているので、
それを縦筋a1 ,an に溶接する際スポットポイントの
邪魔にならない。またこの隣接する組立体A,Cの横方
向に延びる横筋b1 ,b2 ・・・の端部bY も上記端部
X と隣接する位置で折り曲げる。これらの端部bX
Y は縦筋a1 ,an の方向に沿って多数並列している
ので、端部bX ,bY には長板4に縦方向に所定間隔に
設けた長孔5,5・・・を嵌合する。
In each of these assemblies A, B, C and D, the end portions b X of the transverse bars b 1 , b 2 ... Which extend laterally to the longitudinal direction of the steel frame 1 of the assemblies B and C are adjacent. Assembly A,
Vertical stripe a 1 end and C, bent obliquely inwardly to engage a n. The length of this end portion b X is four times or more the diameter of the longitudinal stripe a 1 and extends in the same oblique direction as the end portion b Y , that is, is twisted, as shown in FIG. It should not interfere with the ends b Y of the above-mentioned assemblies A and C. In this way, since the end portion b X extends obliquely (twisted),
It does not interfere with the spot points when welding it to vertical stripe a 1, a n. Further, the end portions b Y of the lateral stripes b 1 , b 2, ... That extend in the lateral direction of the adjacent assemblies A and C are also bent at a position adjacent to the end portion b X. These ends b X ,
Since a large number of b Y are juxtaposed along the direction of the vertical stripes a 1 and a n , the end portions b X and b Y have long holes 5, 5 ...・ Mate.

【0013】図6(イ)(ロ)で示すように、上記端部
Y と端部bX が上下に重なるときは長孔5,5・・・
は長板4の長手方向に延びるが、図7(イ)(ロ)で示
すように上記端部bY と端部bX が水平方向に重なると
きは長孔5,5・・・は長板4の横方向に延びる。
As shown in FIGS. 6 (a) and 6 (b), when the end b y and the end b x vertically overlap each other, the long holes 5, 5, ...
Extend in the longitudinal direction of the long plate 4, but when the end b Y and the end b x overlap in the horizontal direction as shown in FIGS. 7A and 7B, the long holes 5, 5 ... It extends in the lateral direction of the plate 4.

【0014】次に本発明の組立方法を説明する。各組立
体A,B,C,Dを夫々包囲する鉄骨1の側面におき、
組立体B,Cの横筋b1 ,b2 ・・・の端部bX ,・・
・を隣接する組立体A,Cの端部の縦筋a1 ,an に引
っ掛けると、鉄骨1を包囲する筋枠が組上がる。次にこ
の組み上がった筋枠の外側に図示しない型枠を組んでコ
ンクリートを流し込み、図1点線で示すようにコンクリ
ートブロック3を構成する。
Next, the assembly method of the present invention will be described. Place each assembly A, B, C, D on the side of the steel frame 1 surrounding it,
Ends b X of the horizontal stripes b 1 , b 2 ... Of the assemblies B and C, ...
Is hooked on the vertical stripes a 1 and a n at the ends of the adjacent assemblies A and C, the muscle frame surrounding the steel frame 1 is assembled. Next, a mold (not shown) is assembled on the outer side of the assembled frame, and concrete is poured into the concrete frame 3 as shown by the dotted line in FIG.

【0015】本発明を鉄骨のない鉄筋コンクリートに適
用する場合は鉄骨の代わりに鉄筋の束或いはその他の支
柱、梁を形成する部分の外側に筋枠を組み上げればよ
い。
When the present invention is applied to reinforced concrete having no steel frame, a reinforcing frame may be assembled on the outer side of the portion forming the bundle of reinforcing bars or other columns or beams instead of the steel frame.

【0016】図4は本発明の他の実施例を示すもので、
上記4つの組立体A,B,C,Dにおいて隣接する二対
の組立体A,B;C,Dの一方の組立体B,Dの横筋b
1 ,b2 ・・・は他方の組立体A,Bの端の縦筋a1
対して回動すべく連結したものである。この実施例にお
いては各対の組立体A,B;C,Dは夫々蝶番状に連結
されているので平面状に折り畳むことができ、運搬に便
利であると共に組立時には2つのものを連結すればよい
ので連結作業が容易となるものである。
FIG. 4 shows another embodiment of the present invention.
Two pairs of adjacent assemblies A, B in the above four assemblies A, B, C, D; transverse bar b of one assembly B, D of C, D
1 and b 2 ... Are connected so as to rotate with respect to the vertical stripes a 1 at the ends of the other assemblies A and B. In this embodiment, since each pair of assemblies A, B; C, D are connected in a hinge shape, they can be folded in a flat shape, which is convenient for transportation and, when assembling the two assemblies, Since it is good, the connection work becomes easy.

【0017】上記実施例において、上記4つの組立体
A,B,C,Dにおいて隣接する二対の組立体A,B;
C,Dの横筋b1 ,b2 ・・・は一体でL字型に形成し
てもよい。この場合平面状に折り畳むことはできない
が、夫々の対がL字型をなすので組立は更に容易とな
る。
In the above embodiment, two pairs of adjacent assemblies A, B in the above four assemblies A, B, C, D;
The lateral stripes b 1 , b 2, ... Of C and D may be integrally formed into an L-shape. In this case, it cannot be folded in a flat shape, but since each pair is L-shaped, the assembly becomes easier.

【0018】図5は本発明の更に別の実施例を示すもの
で、上記4つの組立体A,B,C,Dにおいて隣接する
3つの組立体A,B,Dの横筋b1 ,b2 ・・・は一体
でコ字型に形成してなるものである。この場合、現場の
組立作業は更に容易となり、鉄骨1等はなくてもよい。
FIG. 5 shows still another embodiment of the present invention, in which the horizontal stripes b 1 and b 2 of the three adjacent assemblies A, B, C and D in the four assemblies A, B, C and D are adjacent to each other. ... are integrally formed in a U shape. In this case, the on-site assembly work is further facilitated, and the steel frame 1 and the like may be omitted.

【0019】図8示のように横筋b1 に予め輪4aを挿
入し、端部bX ,bY にはこの輪4aをずらすことによ
って端部bX ,bY を係止してもよい。
As shown in FIG. 8, the ring 4a may be inserted in advance in the transverse line b 1 and the ends b X and b Y may be locked to the ends b X and b Y by shifting the ring 4a. ..

【0020】図9示のように横筋b1 に鉤4bを固定
し、端部bY はこの鉤4bの溝6内に挿入した後係止片
7を曲げて端部bY を係止するようにしてもよい。
As shown in FIG. 9, the hook 4b is fixed to the horizontal bar b 1 , the end b Y is inserted into the groove 6 of the hook 4b, and then the locking piece 7 is bent to lock the end b Y. You may do it.

【0021】[0021]

【発明の効果】以上のように本発明は各組立体A,B,
C,Dを鉄骨(又は筋束)の周りに配置して組立体の横
筋b1 ,b2 ・・・の端部bX を隣接する組立体の端部
の縦筋に引掛けるだけであるから、現場作業が極めて容
易で鉄筋の切断、結束等の作業を節減でき、また各部分
は溶接されているから、従来の結束した筋枠よりも強度
があると共に結束材料を節減しうるものである。更にま
たこの隣接する組立体A,Cの横方向に延びる横筋
1 ,b2 ・・・の端部bY も上記端部bX と隣接する
位置で折り曲げ、これらの端部bX ,bY には長板4の
長孔5,5・・・を嵌合しているので堅牢である。
As described above, according to the present invention, each assembly A, B,
C and D are arranged around a steel frame (or a bundle of muscles), and the end portions b X of the horizontal bars b 1 , b 2 ... Of the assembly are simply hooked on the vertical bars of the end portions of the adjacent assembly. Therefore, on-site work is extremely easy, and work such as cutting and binding of reinforcing bars can be saved.Because each part is welded, it is stronger than the conventional bound frame and can save binding material. is there. Furthermore also folded at a position adjacent to the end b X end b Y of the adjacent assemblies A, horizontal stripes b 1 extending transversely of the C, b 2 ···, these end portions b X, b Since the long holes 5, 5 ... Of the long plate 4 are fitted in Y , it is robust.

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

【図1】本発明の一実施例の組立てた状態における断面
図である。
FIG. 1 is a sectional view of an embodiment of the present invention in an assembled state.

【図2】(イ)(ロ)(ハ)(ニ)はその各組立体
(A)(B)(C)(D)の分解図である。
2 (a), (b), (c), and (d) are exploded views of the respective assemblies (A), (B), (C), and (D).

【図3】その一部の側面図である。FIG. 3 is a side view of a part thereof.

【図4】本発明の他の実施例の説明図である。FIG. 4 is an explanatory diagram of another embodiment of the present invention.

【図5】本発明の更に他の実施例の説明図である。FIG. 5 is an explanatory diagram of still another embodiment of the present invention.

【図6】(イ)は各組立体の連結部の一部の拡大図、
(ロ)は長板4の正面図である。
FIG. 6A is an enlarged view of a part of a connecting portion of each assembly,
(B) is a front view of the long plate 4.

【図7】(イ)は本発明の他の実施例の各組立体の連結
部の一部の拡大平面図、(ロ)は長板4の正面図であ
る。
FIG. 7A is an enlarged plan view of a part of a connecting portion of each assembly of another embodiment of the present invention, and FIG. 7B is a front view of the long plate 4.

【図8】本発明の更に他の実施例の各組立体の連結部の
一部の拡大平面図である。
FIG. 8 is an enlarged plan view of a part of a connecting portion of each assembly according to still another embodiment of the present invention.

【図9】本発明の更に他の実施例の要部の斜視図であ
る。
FIG. 9 is a perspective view of an essential part of still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 鉄骨 2 溶接部 4 長板 4a 輪 4b 鉤 a1 ,an 端の縦筋 a1 ,a2 ・・an 縦筋 b1 ,b2 ・・・ 横筋 A,B,C,D 組立体 bX ,bY 端部 5,5・・・ 長孔DESCRIPTION OF SYMBOLS 1 steel frame 2 welded part 4 long plate 4a ring 4b hook a 1 , a n end vertical line a 1 , a 2 ... a n vertical line b 1 , b 2 ... horizontal line A, B, C, D assembly b X , b Y ends 5, 5 ... Long holes

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨,鉄筋等の支柱又は梁を形成する部
分(1)を包囲する4側面においてそれらの各側面の大
きさに沿って縦横に縦筋(a1 ,a2 ・・・)と横筋
(b1 ,b2 ・・・)を組んでその交点を溶接部(2)
により溶接して各組立体(A,B,C,D)を構成し、
これらの各組立体(A,B,C,D)において組立体
(B,C)の鉄骨(1)の長手方向に対し横方向に延び
る横筋(b 1 ,b2 ・・・)の端部(bX )は隣接する
組立体(A,C)の端部の縦筋(a 1 ,an )に係合す
るように斜内方に折り曲げ、またこの隣接する組立体
(A,C)の横方向に延びる横筋(b1 ,b2 ・・・)
の端部(bY )も上記端部(b X )と隣接する位置で折
り曲げ、これらの端部(bX ,bY )には長板(4)に
縦方向に所定間隔に設けた長孔(5,5・・・)を嵌合
したことを特徴とする鉄筋組立枠。
1. A portion forming a pillar or a beam such as a steel frame or a reinforcing bar.
On the four sides surrounding the minute (1)
Vertical stripes (a)1, A2...) and the horizontal stripes
(B1, B2・ ・ ・) Are assembled and the intersection is welded (2)
By welding to form each assembly (A, B, C, D),
Assembly of each of these assemblies (A, B, C, D)
(B, C) Extends in the lateral direction with respect to the longitudinal direction of the steel frame (1)
Horizontal line (b 1, B2() End (b)X) Are adjacent
Vertical streaks (a) at the end of the assembly (A, C) 1, An)
Fold inwardly so that this adjacent assembly
Lateral lines (b) extending in the lateral direction of (A, C)1, B2...)
End of (bY) Is also the above end (b X) At the position adjacent to
Bend these ends (bX, BY) To the long plate (4)
Fits long holes (5, 5 ...) Provided at a prescribed interval in the vertical direction
Reinforcing bar assembly frame characterized by
【請求項2】 上記4つの組立体(A,B,C,D)に
おいて隣接する二対の組立体(A,B;C,D)の一方
の組立体(B,D)の横筋(b1 ,b2 ・・・)は他方
の組立体(A,B)の端の縦筋(a1 )に対して回動す
べく連結してなる請求項1の鉄筋組立枠。
2. A transverse bar (b) of one assembly (B, D) of two pairs of adjacent assemblies (A, B; C, D) in the four assemblies (A, B, C, D). 1, b 2 · · ·) and the other assemblies (a, B) of the longitudinal muscle of the end (a 1) formed by connecting in order to pivot with respect to claim 1 rebar assembly frame.
【請求項3】 上記4つの組立体(A,B,C,D)に
おいて隣接する二対の組立体(A,B;C,D)の横筋
(b1 ,b2 ・・・)は一体でL字型に形成してなる請
求項1の鉄筋組立枠。
3. Transverse stripes (b 1 , b 2 ...) Of two pairs of adjacent assemblies (A, B; C, D) in said four assemblies (A, B, C, D) are integrated. The reinforcing bar assembly frame according to claim 1, wherein the reinforcing bar assembly frame is formed in an L shape.
【請求項4】 上記4つの組立体(A,B,C,D)に
おいて隣接する3つの組立体(A,B,D)の横筋(b
1 ,b2 ・・・)は一体でコ字型に形成してなる請求項
1の鉄筋組立枠。
4. The transverse stripes (b) of three adjacent assemblies (A, B, D) in the four assemblies (A, B, C, D).
The reinforcing bar assembly frame according to claim 1 , wherein ( 1 , b 2 ...) Are integrally formed in a U-shape.
【請求項5】 上記4つの組立体(A,B,C,D)に
おいて全ての組立体(A,B,C,D)を回動すべく連
結し、その連結部の一つのみを着脱可能とした請求項2
の鉄筋組立枠。
5. In the above four assemblies (A, B, C, D), all the assemblies (A, B, C, D) are connected for rotation, and only one of the connection parts is attached or detached. Claim 2 made possible
Rebar assembly frame.
【請求項6】 鉄骨,鉄筋等の支柱又は梁を形成する部
分(1)を包囲する4側面においてそれらの各側面の大
きさに沿って縦横に縦筋(a1 ,a2 ・・・)と横筋
(b1 ,b2 ・・・)を組んでその交点を溶接部(2)
により溶接して各組立体(A,B,C,D)を構成し、
これらの各組立体(A,B,C,D)において組立体
(B,C)の鉄骨(1)の長手方向に対し横方向に延び
る横筋(b 1 ,b2 ・・・)の端部(bX )は隣接する
組立体(A,C)の端部の縦筋(a 1 ,an )に係合す
るように斜内方に折り曲げ、またこの隣接する組立体
(A,C)の横方向に延びる横筋(b1 ,b2 ・・・)
の端部(bY )も上記端部(b X )と隣接する位置で折
り曲げ、端部(bX ,bY )は横筋(b1 ,b2 ・・
・)に予め挿入した輪(4a)により係止してなる鉄筋
組立枠。
6. A portion forming a pillar or a beam such as a steel frame or a reinforcing bar.
On the four sides surrounding the minute (1)
Vertical stripes (a)1, A2...) and the horizontal stripes
(B1, B2・ ・ ・) Are assembled and the intersection is welded (2)
By welding to form each assembly (A, B, C, D),
Assembly of each of these assemblies (A, B, C, D)
(B, C) Extends in the lateral direction with respect to the longitudinal direction of the steel frame (1)
Horizontal line (b 1, B2() End (b)X) Are adjacent
Vertical streaks (a) at the end of the assembly (A, C) 1, An)
Fold inwardly so that this adjacent assembly
Lateral lines (b) extending in the lateral direction of (A, C)1, B2...)
End of (bY) Is also the above end (b X) At the position adjacent to
Bending, end (bX, BY) Is the horizontal line (b1, B2・ ・
・) Reinforcing bar locked by the ring (4a) previously inserted into
Assembly frame.
【請求項7】 上記端部(bX ,bY )は横筋(b1
2 ・・・)に固定した鉤(4b)により係止してなる
請求項6に記載の鉄筋組立枠。
7. The end portions (b X , b Y ) are transverse stripes (b 1 ,
b 2 · · ·) fixed hook (4b) by rebar assembly frame according to claim 6 comprising locked to.
JP27385591A 1991-10-22 1991-10-22 Reinforcement assembly frame Pending JPH05113007A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27385591A JPH05113007A (en) 1991-10-22 1991-10-22 Reinforcement assembly frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27385591A JPH05113007A (en) 1991-10-22 1991-10-22 Reinforcement assembly frame

Publications (1)

Publication Number Publication Date
JPH05113007A true JPH05113007A (en) 1993-05-07

Family

ID=17533495

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27385591A Pending JPH05113007A (en) 1991-10-22 1991-10-22 Reinforcement assembly frame

Country Status (1)

Country Link
JP (1) JPH05113007A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104055444A (en) * 2014-06-23 2014-09-24 苏州金螳螂建筑装饰股份有限公司 Adjustable basin cabinet steel frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104055444A (en) * 2014-06-23 2014-09-24 苏州金螳螂建筑装饰股份有限公司 Adjustable basin cabinet steel frame
CN104055444B (en) * 2014-06-23 2016-05-11 苏州金螳螂建筑装饰股份有限公司 Adjusting type platform basin cabinet steelframe

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