JPH0647859B2 - Reinforcing reinforcement for through-holes of RC or SRC beams - Google Patents

Reinforcing reinforcement for through-holes of RC or SRC beams

Info

Publication number
JPH0647859B2
JPH0647859B2 JP15759887A JP15759887A JPH0647859B2 JP H0647859 B2 JPH0647859 B2 JP H0647859B2 JP 15759887 A JP15759887 A JP 15759887A JP 15759887 A JP15759887 A JP 15759887A JP H0647859 B2 JPH0647859 B2 JP H0647859B2
Authority
JP
Japan
Prior art keywords
muscles
outer ring
ring
muscle
branch
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
JP15759887A
Other languages
Japanese (ja)
Other versions
JPS646440A (en
Inventor
秀夫 眞家
正継 竹園
知行 岩倉
哲光 偉川
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.)
Neturen Co Ltd
Tokyu Construction Co Ltd
Original Assignee
Neturen Co Ltd
Tokyu Construction 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 Neturen Co Ltd, Tokyu Construction Co Ltd filed Critical Neturen Co Ltd
Priority to JP15759887A priority Critical patent/JPH0647859B2/en
Publication of JPS646440A publication Critical patent/JPS646440A/en
Publication of JPH0647859B2 publication Critical patent/JPH0647859B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、RC又はSRC梁の貫通孔用補強鉄筋に関す
るものである。
TECHNICAL FIELD The present invention relates to a reinforcing bar for through holes of RC or SRC beams.

[従来技術とその問題点] 従来、この種の梁貫通孔用補強鉄筋としては、第5図
(A)(B)に示すように、同心円状に配置されたリング筋5
と、該リング筋5と交差するように放射状に配置された
枝筋6を一体的に構成したものが開発されている。
[Prior Art and its Problems] FIG. 5 shows a conventional reinforcing bar for beam through holes of this type.
As shown in (A) and (B), the ring muscles 5 are arranged concentrically.
And a branch muscle 6 which is radially arranged so as to intersect with the ring muscle 5 has been developed.

しかしながら、上記従来の補強鉄筋は、リング筋がバッ
ト溶接されていると共に、リング筋と枝筋とがその交差
部でスポット溶接されているため、これらの溶接により
鉄筋が熱影響を受け、高強度鉄筋には対応できないとい
う問題点があった。
However, in the above-mentioned conventional reinforcing bar, since the ring bar is butt welded and the ring bar and the branch bar are spot welded at the intersections thereof, the reinforcing bar is affected by heat by these weldings, and high strength is obtained. There was a problem that it could not be applied to rebar.

[発明の目的] 本発明は、上記従来の問題点を解決するためになされた
もので、その目的とするところは、上記のような溶接に
よる弱点を解消し、高強度で施工が容易なRC又はSR
C梁の貫通孔用補強鉄筋を提供することにある。
[Object of the Invention] The present invention has been made in order to solve the above-mentioned conventional problems, and an object of the present invention is to solve the above-mentioned weak points due to welding, to provide a high-strength RC which is easy to construct. Or SR
It is to provide a reinforcing bar for a through hole of a C beam.

[発明の構成] 本発明のRC又はSRC梁の貫通孔用補強鉄筋は、少な
くとも一周以上巻回させ、その両端部を接線方向に延出
させて枝筋とした外リング筋と、該外リング筋の巻回径
より小さい径で少なくとも一周以上巻回させ、その両端
部を接線方向に延出させて枝筋とした内リング筋と、こ
れらの高強度の鉄筋から成る外リング筋と内リング筋と
の交差部を一体的に結合する金属製のカシメ部材と、か
ら構成されることを特徴とし、また、上記重ねた外リン
グ筋と内リング筋の間に任意の数の中間リング筋を配置
することを特徴とするものである。
[Structure of the Invention] The reinforcing reinforcing bar for a through hole of an RC or SRC beam of the present invention is wound around at least one round or more, and its both ends are extended in a tangential direction to form an outer ring bar, and the outer ring. Inner ring muscles that are wound at least one turn with a diameter smaller than the winding diameter of the muscles, and extend both ends in the tangential direction to form the branch muscles, and the outer ring muscles and inner ring consisting of these high strength reinforcing bars It is characterized by comprising a metal caulking member that integrally joins the intersecting portion with the muscle, and an arbitrary number of intermediate ring muscles between the stacked outer ring muscles and inner ring muscles. It is characterized by being arranged.

[実施例] 以下、本発明の一実施例について図面を参照しながら説
明する。
[Embodiment] An embodiment of the present invention will be described below with reference to the drawings.

第1図において、1は高強度鉄筋を円環状に一周巻回し
た外リング筋であって、その両端部は接線方向に延出さ
せて枝筋1aとしている。
In FIG. 1, reference numeral 1 denotes an outer ring bar formed by winding a high-strength reinforcing bar in an annular shape, and both ends thereof are tangentially extended to form a branch bar 1a.

2は上記外リング筋1の直径より小さい径に巻回された
内リング筋であって、上記外リング筋1と同様に一周巻
回されており、その両端部も接線方向に延出させて枝筋
2aとしている。
Reference numeral 2 denotes an inner ring reinforcement wound around a diameter smaller than the diameter of the outer ring reinforcement 1 and is wound once like the outer ring reinforcement 1, and both ends thereof are also extended in the tangential direction. Branch muscle
2a.

上記外リング筋1と内リング筋2は同心円状に重ねら
れ、各交差部は金属製のカシメ部材3をカシメることに
より一体的に且つ強固に結合される。
The outer ring muscle 1 and the inner ring muscle 2 are concentrically overlapped with each other, and the respective intersecting portions are integrally and firmly joined by crimping a metallic crimp member 3.

尚、第1図からも明らかなのうに、上記各リング筋1,2
の重ね合わせの際に、各枝筋1a,2aがバランスよく分散
するように配置するのが、好ましい。また、内外のリン
グ筋1,2は、プラスチック等からなる連結材3′により
相互に連結して、一定の形を保つようにするとよい。
As is clear from FIG. 1, each of the above ring muscles 1, 2
At the time of overlapping, it is preferable that the branch muscles 1a and 2a are arranged in a well-balanced manner. Further, the inner and outer ring muscles 1 and 2 may be connected to each other by a connecting member 3'made of plastic or the like so as to maintain a constant shape.

上記実施例では、内外2重リング筋1,2により構成して
いるが、本発明はこれに限定するものではなく、例え
ば、第2図(A)(B)に示すように、外リング筋1と内リン
グ筋2との間に任意の数の中間リング筋4を配筋するこ
とが出来る。この場合においても、各枝筋1a,2a,4aはバ
ランスよく分散するように配置するのが好ましい。
In the above embodiment, the inner and outer double ring muscles 1 and 2 are used, but the present invention is not limited to this. For example, as shown in FIGS. An arbitrary number of intermediate ring muscles 4 can be arranged between 1 and the inner ring muscles 2. Also in this case, it is preferable to arrange the branch muscles 1a, 2a, 4a so as to be distributed in a well-balanced manner.

第3図は本発明の別の実施例を示すもので、各枝筋1a,2
a,4aを相互に直交する方向に配向してある。このよう
に、本発明では枝筋は相互に平行に配向する場合に限定
するものではなく、直交または適宜角度をもって交差す
る方向に配向してもよい。
FIG. 3 shows another embodiment of the present invention, in which each branch muscle 1a, 2
a and 4a are oriented in directions orthogonal to each other. As described above, in the present invention, the branch muscles are not limited to being oriented parallel to each other, but may be oriented orthogonally or in a direction intersecting at an appropriate angle.

更に、第4図に示すように、リング筋1を一周以上巻回
させてから枝筋1aを接線方向に延出させたものを、相互
に重ね合わせるようにしてもよい。
Further, as shown in FIG. 4, the ring muscles 1 may be wound one round or more, and then the branch muscles 1a may be extended in the tangential direction so as to be superposed on each other.

尚、本発明において、各リング筋は必ずしも同心円状に
重ねる必要はない。
In the present invention, the ring muscles do not necessarily have to be concentrically stacked.

[発明の効果] 1)大径の外リング筋の両端部を接線方向の延出させる
と共に、小径の内リング筋の両端部も接線方向の延出さ
せて、各々枝筋を形成したので、内外リング筋を重ね合
わせただけで交差部を容易に構成することができる。従
って、内外リングを相互に連結するための特別な枝筋部
材を必要とせず、部品点数が少なくて済む。
[Effects of the Invention] 1) Since both ends of the large-diameter outer ring muscle are tangentially extended, and both ends of the small-diameter inner ring muscle are also tangentially extended to form branch muscles, respectively. The intersection can be easily configured simply by overlapping the inner and outer ring muscles. Therefore, a special bar member for connecting the inner and outer rings to each other is not required, and the number of parts can be reduced.

2)外リング筋と内リング筋との交差部を、金属製のカ
シメ部材により一体的に結合して、RC又はSRC梁の
貫通孔用補強鉄筋を構成したので、高強度の鉄筋を素材
とした内外リング筋の交差部を溶接する必要がなく、高
強度を維持した状態で一体的に且つ強固に結合すること
ができ、その結果、鉄筋製品としての貫通孔用補強鉄筋
の運搬や梁鉄筋等への現場での組付け作業が容易とな
る。
2) Since the crossing portion of the outer ring reinforcement and the inner ring reinforcement is integrally joined by a caulking member made of metal to form a reinforcing rebar for the through hole of the RC or SRC beam, a high-strength rebar is used as a material. It is not necessary to weld the intersection of the inner and outer ring reinforcements, and they can be integrally and firmly joined while maintaining high strength. As a result, the transportation of reinforcing reinforcing bars for through holes as reinforcing bar products and beam reinforcing bars. It will be easy to assemble on-site equipment.

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

第1図は本発明の補強鉄筋の一実施例を示す分解斜視お
よび組立図、第2図(A)(B)は別の実施例を示す説明図、
第3図および第4図は各々別の実施例を示す説明図、第
5図(A)(B)は従来の補強鉄筋の取付状態を示す斜視図で
ある。 1……外リング筋、1a……枝筋、2……内リング筋、2a
……枝筋、3……カシメ部材、3′……連結材、4……
中間リング筋、4a……枝筋。
FIG. 1 is an exploded perspective view and an assembly view showing an embodiment of a reinforcing bar of the present invention, and FIGS. 2 (A) and (B) are explanatory views showing another embodiment,
FIG. 3 and FIG. 4 are explanatory views showing different embodiments, and FIGS. 5 (A) and 5 (B) are perspective views showing a mounting state of a conventional reinforcing bar. 1 ... Outer ring muscle, 1a ... Branch muscle, 2 ... Inner ring muscle, 2a
... branches, 3 ... caulking members, 3 '... connecting material, 4 ...
Intermediate ring muscle, 4a ... branch muscle.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 岩倉 知行 東京都杉並区高井戸西2−18−14 (72)発明者 偉川 哲光 神奈川県横浜市泉区中田町1573−7 (56)参考文献 実開 昭53−153318(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tomoyuki Iwakura 2-18-14 Takaido Nishi, Suginami-ku, Tokyo (72) Inventor Tetsumitsu Oikawa 1573-7 Nakata-cho, Izumi-ku, Yokohama-shi, Kanagawa (56) References Actual Kaisho 53-153318 (JP, U)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】高強度の鉄筋を少なくとも一周以上巻回さ
せ、その両端部を接線方向に延出させて枝筋とした外リ
ング筋と、高強度の鉄筋を上記外リング筋の巻回径より
小さい径を有し少なくとも一周以上巻回させ、その両端
部を接線方向に延出させて枝筋とした内リング筋と、こ
れらの外リング筋と内リング筋との交差部を一体的に結
合する金属製のカシメ部材と、から構成されることを特
徴とするRC又はSRC梁の貫通孔用補強鉄筋。
1. A high-strength reinforcing bar is wound at least once or more, and both ends thereof are tangentially extended to form a branch bar, and a high-strength reinforcing bar is wound around the outer ring bar. Inner ring muscles that have a smaller diameter and are wound at least one round or more, and both ends of which extend tangentially to form branch muscles, and the intersections of these outer ring muscles and inner ring muscles are integrated. A reinforcing bar for a through hole of an RC or SRC beam, comprising a metallic caulking member to be joined.
【請求項2】高強度の鉄筋を少なくとも一周以上巻回さ
せ、その両端部を接線方向に延出させて枝筋とした外リ
ング筋と、高強度の鉄筋を上記外リング筋の巻回径より
小さい径を有し少なくとも一周以上巻回させ、その両端
部を接線方向に延出させて枝筋とした内リング筋と、重
ねた外リング筋と内リング筋の間に配置された任意の数
の中間リング筋と、これらの外リング筋と内リング筋と
中間リング筋との交差部を一体的に結合する金属製のカ
シメ部材と、から構成されることを特徴とするRC又は
SRC梁の貫通孔用補強鉄筋。
2. An outer ring rebar having a high strength rebar wound at least one round or more and having both ends thereof tangentially extended to form a branch bar, and a high strength rebar having a winding diameter of the outer ring rebar. An inner ring muscle that has a smaller diameter and is wound at least one round or more, and both ends of which are tangentially extended to form a branch muscle, and an arbitrary outer ring muscle and an inner ring muscle that are arranged between them. RC or SRC beam comprising a number of intermediate ring reinforcements and a metallic caulking member that integrally connects intersections of these outer ring reinforcements, inner ring reinforcements, and intermediate ring reinforcements Reinforcing bar for through-holes.
JP15759887A 1987-06-26 1987-06-26 Reinforcing reinforcement for through-holes of RC or SRC beams Expired - Fee Related JPH0647859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15759887A JPH0647859B2 (en) 1987-06-26 1987-06-26 Reinforcing reinforcement for through-holes of RC or SRC beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15759887A JPH0647859B2 (en) 1987-06-26 1987-06-26 Reinforcing reinforcement for through-holes of RC or SRC beams

Publications (2)

Publication Number Publication Date
JPS646440A JPS646440A (en) 1989-01-11
JPH0647859B2 true JPH0647859B2 (en) 1994-06-22

Family

ID=15653211

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15759887A Expired - Fee Related JPH0647859B2 (en) 1987-06-26 1987-06-26 Reinforcing reinforcement for through-holes of RC or SRC beams

Country Status (1)

Country Link
JP (1) JPH0647859B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0373325U (en) * 1989-11-18 1991-07-24
JP2581302Y2 (en) * 1991-11-14 1998-09-21 東急建設株式会社 Reinforcement hardware for RC or SRC beam openings
JP6181369B2 (en) * 2012-12-21 2017-08-16 青木あすなろ建設株式会社 Reinforcement bracket and reinforced concrete perforated beam provided with the reinforcement bracket
JP7028315B2 (en) 2018-04-13 2022-03-02 株式会社Ihi Variable flow rate valve mechanism and turbocharger

Also Published As

Publication number Publication date
JPS646440A (en) 1989-01-11

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