JPH0647858B2 - Reinforcing reinforcement for through-holes of RC or SRC beams - Google Patents
Reinforcing reinforcement for through-holes of RC or SRC beamsInfo
- Publication number
- JPH0647858B2 JPH0647858B2 JP14184987A JP14184987A JPH0647858B2 JP H0647858 B2 JPH0647858 B2 JP H0647858B2 JP 14184987 A JP14184987 A JP 14184987A JP 14184987 A JP14184987 A JP 14184987A JP H0647858 B2 JPH0647858 B2 JP H0647858B2
- Authority
- JP
- Japan
- Prior art keywords
- outer ring
- wound
- muscles
- ring
- bar
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 22
- 230000002787 reinforcement Effects 0.000 title description 10
- 210000003205 muscle Anatomy 0.000 claims description 40
- 239000002184 metal Substances 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 2
- 238000002788 crimping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- 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、その両端部を内方に折曲げて
枝筋とした外リング筋と、該外リング筋の巻回径より小
さい径を有し少なくとも一周以上巻回させ、その両端部
を外方に折曲げ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
れることを特徴とするものであり、また、上記外リング
筋と内リング筋の間に任意の数の中間リング筋を配置し
たことを特徴とするものである。[Structure of the Invention] The reinforcing reinforcing bar for through-holes of RC or SRC beams of the present invention is wound around at least one round or more, and both end parts thereof are bent inward to form an outer ring reinforcing bar, and the outer ring reinforcing bar. The inner ring has a diameter smaller than the winding diameter of at least one turn, and both ends are bent outward to form a branch bar, and an outer ring bar and an inner ring composed of these high-strength reinforcing bars. And a metal caulking member that integrally joins the intersection with the muscle, and an arbitrary number of intermediate rings between the outer ring muscle and the inner ring muscle. It is characterized by arranging muscles.
[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は高強度鉄筋をループ状に巻回した
外リング筋であって、一周半ほど巻回されており、その
両端部は内方に折曲げた枝筋1aとなっている。In FIG. 1, reference numeral 1 denotes an outer ring bar wound with a high-strength reinforcing bar in a loop shape, which is wound about one and a half rounds, and both ends thereof are branched bar 1a bent inward. .
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と同様に一周半
ほど巻回されており、その両端部は外方に折曲げた枝筋
2aとなっている。Reference numeral 2 denotes an inner ring reinforcement wound to a diameter smaller than that of the outer ring reinforcement 1, and is wound about one and a half turns like the outer ring reinforcement 1, and both ends thereof are bent outward. It has become the aortic branch 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図からも明らかにように、上記各リング筋1,2
の重ね合わせの際に、各枝筋1a,2aは相互に直交する方
向に放射状に配向するとよい。As is clear from FIG. 1, each of the above ring muscles 1, 2
At the time of overlapping, the respective branch muscles 1a and 2a are preferably oriented radially in directions orthogonal to each other.
上記実施例では、内外2重のリング筋により構成してい
るが、本発明はこれに限定するものではなく、例えば、
第2図および第3図に示すように、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を同心円状
に配筋することが出来る。In the above embodiment, the inner and outer double ring muscles are used, but the present invention is not limited to this.
As shown in FIGS. 2 and 3, an arbitrary number of intermediate ring muscles 4 can be concentrically arranged between the outer ring muscles 1 and the inner ring muscles 2.
尚、上記のようにリング筋を同心円状に多重とした場
合、外側部に位置するリング筋の枝筋は内方に折曲げ、
内側部に位置するリング筋の枝筋は外方に折曲げるよう
にするのがよい。When the ring muscles are concentrically multiplexed as described above, the branch muscles of the ring muscles located on the outer side are bent inward,
The branch muscles of the ring muscles located on the inner side should be bent outward.
また、各リング筋を重ね合わせた時、各枝筋は放射状方
向にバランスを保って均等に配向するのが好ましい。In addition, when the ring muscles are superposed, it is preferable that the branch muscles are evenly oriented while keeping balance in the radial direction.
さらに、上記実施例では、リング筋を一周半だけ巻回し
たが、本発明はこれに限定するではなく、例えば、第4
図(A)(B)に示すように、一周と3/4、一周と1/4等に巻回
してもよく、要するに少なくとも一周以上巻回されてい
ればよい。Further, in the above embodiment, the ring muscle is wound for one and a half rounds, but the present invention is not limited to this, and for example, the fourth
As shown in FIGS. (A) and (B), one round and 3/4 round, one round and 1/4 round, etc., may be wound, that is, at least one round or more may be wound.
尚、各リング筋は必ずしも同心円状に重ねる必要はな
い。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内方に折曲げると共
に、小径の内リング筋の両端部を外方に折曲げて、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 reinforcement are bent inward, and both ends of the small-diameter inner ring reinforcement are bent outward, the branch muscles are formed, so that the inner and outer rings are formed. The intersection can be easily constructed simply by overlapping the lines. 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.
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〜第4図は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、4……中間リング筋。FIG. 1 is an exploded perspective view and an assembly view showing an embodiment of a reinforcing bar of the present invention, FIGS. 2 to 4 are explanatory views showing another embodiment, and FIGS. 5 (A) and (B) are conventional drawings. It is a perspective view which shows the attachment state of a reinforcement bar. 1 ... Outer ring muscle, 1a ... Branch muscle, 2 ... Inner ring muscle, 2a
... branches, 3 ... caulking members, 4 ... intermediate ring muscles.
Claims (2)
せ、その両端部を内方に折曲げ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、その両端部を外
方に折曲げ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 one round or more, and both ends are bent inward to form an outer ring bar, and a high-strength reinforcing bar is wound from the winding diameter of the outer ring bar. Inner ring muscles that have a small diameter and are wound at least one turn, and both ends of which are bent outwardly to form branch muscles, and the intersections of these outer ring muscles and inner ring muscles are integrally connected. RC characterized by comprising a metallic caulking member
Or, a reinforcing bar for through holes of SRC beams.
せ、その両端部を内方に折曲げ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、その両端部を外
方に折曲げ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 once or more and bent at both ends inward to form a branch bar, and a high strength rebar is wound from a winding diameter of the outer ring rebar. It has a small diameter and is wound at least one round or more, and its both ends are bent outwards to form an internal ring muscle, and an arbitrary number of elements arranged between the overlapped outer ring muscle and inner ring muscle. An intermediate ring muscle, and a caulking member made of metal that integrally joins the intersections of these outer ring muscle, inner ring muscle, and intermediate ring muscle,
A reinforcing bar for through-holes of RC or SRC beams, which is characterized by comprising:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14184987A JPH0647858B2 (en) | 1987-06-06 | 1987-06-06 | Reinforcing reinforcement for through-holes of RC or SRC beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14184987A JPH0647858B2 (en) | 1987-06-06 | 1987-06-06 | Reinforcing reinforcement for through-holes of RC or SRC beams |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6414458A JPS6414458A (en) | 1989-01-18 |
| JPH0647858B2 true JPH0647858B2 (en) | 1994-06-22 |
Family
ID=15301593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14184987A Expired - Fee Related JPH0647858B2 (en) | 1987-06-06 | 1987-06-06 | Reinforcing reinforcement for through-holes of RC or SRC beams |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0647858B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5291659A (en) * | 1991-07-03 | 1994-03-08 | Roland Dg Corporation | Plotting system |
| 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 |
-
1987
- 1987-06-06 JP JP14184987A patent/JPH0647858B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6414458A (en) | 1989-01-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4377928A (en) | Reinforcement basket for reinforced-concrete column | |
| EP2715008B1 (en) | Nodes in a truss work or a truss work like structure | |
| RU2222488C2 (en) | Device for assembling truss metal structures | |
| JP3094368B2 (en) | Construction of on-site development pile | |
| JPH0647858B2 (en) | Reinforcing reinforcement for through-holes of RC or SRC beams | |
| JPH0647859B2 (en) | Reinforcing reinforcement for through-holes of RC or SRC beams | |
| US4130303A (en) | Reinforced pipe cross fitting | |
| US3425182A (en) | Stub-tube connection for space-frame structures | |
| JP3519261B2 (en) | Reinforcing metal fittings for reinforced concrete perforated beams | |
| US4439972A (en) | Circumferential stirrup panel | |
| EP0517107A1 (en) | Ferroconcrete constructing frame | |
| US4345626A (en) | Circumferential stirrup panel | |
| TWM664104U (en) | Building column steel bar three-dimensional assembly and its integrated radial steel bar binding structure | |
| JP3556506B2 (en) | Reinforcing metal fittings for reinforced concrete perforated beams | |
| JPH08246553A (en) | Beam connection structure | |
| CN210887781U (en) | Assembled prefabricated foam aluminum core circular steel tube concrete column and assembly structure thereof | |
| WO2008029170A1 (en) | Trampoline | |
| JP2000136597A5 (en) | ||
| JP3313145B2 (en) | Cylindrical reinforcing frame | |
| CN216276196U (en) | Reticulated shell node suitable for multi-rod intersection, reticulated shell and building | |
| SU1263777A1 (en) | Welded joint of tubular rods | |
| JPS6355270A (en) | Reinforcing bar assembling construction method | |
| JPH0344881Y2 (en) | ||
| JP2799794B2 (en) | Reinforcement method for RC or SRC beam opening | |
| US1928017A (en) | Method of making columnar structures |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |