JPH0542443U - Opening reinforcement - Google Patents
Opening reinforcementInfo
- Publication number
- JPH0542443U JPH0542443U JP10132191U JP10132191U JPH0542443U JP H0542443 U JPH0542443 U JP H0542443U JP 10132191 U JP10132191 U JP 10132191U JP 10132191 U JP10132191 U JP 10132191U JP H0542443 U JPH0542443 U JP H0542443U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- diagonal
- opening
- reinforcing bar
- reinforcements
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】
【目的】 梁の開口部に接して斜め約45゜の接線方向
に延びる破壊領域のひび割れに対して抵抗する鉄筋を有
する開口補強筋を提供する。
【構成】 内外多重に配置した複数のリング筋1の、内
側のリング筋1から外側のリング筋1に亘って斜め補強
筋2を一体的に接合すると共に、該斜め補強筋2を内側
のリング筋1の接線方向に延びるように配置して構成す
る。
(57) [Abstract] [PROBLEMS] To provide an opening reinforcing bar having a reinforcing bar which is resistant to cracking in a fracture region extending in a tangential direction at an angle of about 45 ° in contact with an opening of a beam. [Structure] A plurality of ring reinforcements 1 arranged in multiple layers inside and outside are integrally joined with an oblique reinforcing reinforcement 2 from an inner ring reinforcement 1 to an outer ring reinforcement 1, and the diagonal reinforcement 2 is connected to an inner ring. It is arranged so as to extend in the tangential direction of the muscle 1.
Description
【0001】[0001]
本考案は、特に、鉄筋コンクリート(RC)造梁あるいは鉄骨鉄筋コンクリー ト(SRC)造梁の開口補強筋に関する。 The present invention particularly relates to an opening reinforcing bar of a reinforced concrete (RC) beam or a steel frame reinforced concrete (SRC) beam.
【0002】[0002]
従来、この種のRCあるいはSRC梁開口部の補強筋は、図5に示すように、 複数のリング筋Rを同心円状に配置して放射状の枝筋Eにより連結して補強筋を 構成し、該補強筋を梁Bの開口部bの周囲に配筋するようになっていた。 Conventionally, this type of RC or SRC beam opening reinforcement has a plurality of ring reinforcements R arranged concentrically and connected by radial branch reinforcements E to form reinforcement as shown in FIG. The reinforcing bar is arranged around the opening b of the beam B.
【0003】 本考案者等の強度実験によれば、上記従来の補強筋は、梁Bの開口部bに接し て延びる斜め約45゜および約60゜の破壊線C1、C2に囲まれた破壊領域C のせん断ひび割れが拡大し易いことが判明した。リング筋が通常の破壊線である 開口中心を通る45゜方向ひび割れを拘束し、開口部の耐力を高める結果、それ 以上の荷重に対しては補強効果が低下する破壊領域Cにひび割れが集中するため である。破壊領域Cでは、上記リング筋Rがひび割れ方向に対して直交しなくな って、十分なひび割れ抵抗力を発揮することが困難となり、また上記従来の枝筋 Eは上記ひび割れに対して直接的に働き難いためである。According to strength experiments conducted by the present inventors, the above-mentioned conventional reinforcing bar is broken by the breaking lines C1 and C2 of 45 ° and 60 ° diagonally extending in contact with the opening b of the beam B. It was found that the shear cracks in the region C 3 were likely to expand. The ring streak is the normal fracture line. 45 ° cracks passing through the center of the opening are constrained to increase the yield strength of the opening. As a result, the crack concentrates in the fracture area C where the reinforcing effect decreases for more loads. This is because. In the fracture region C, the ring muscle R is not orthogonal to the crack direction, and it becomes difficult to exert sufficient crack resistance, and the conventional branch muscle E directly contacts the crack. This is because it is difficult to work.
【0004】[0004]
本考案は、従来の補強筋の補強能力をより一層高めることを目的とするもので 、従来の枝筋Eの配筋方向を工夫することにより、上記破壊領域に発生し易いひ び割れに対して効果的に作用し、その結果、梁の耐力を向上せしめることのでき るRCあるいはSRC梁用の開口補強筋を提供することにある。 The present invention is intended to further enhance the reinforcing ability of the conventional reinforcing bar. By devising the direction of the conventional bar reinforcement E, it is possible to prevent cracks that tend to occur in the above fracture area. The present invention is to provide an aperture reinforcing bar for RC or SRC beams, which can effectively work as a result and can improve the yield strength of the beam.
【0005】[0005]
本考案の開口補強筋は、内外多重に配置した複数のリング筋の、内側のリング 筋から外側のリング筋に亘って斜め補強筋を一体的に接合すると共に、該斜め補 強筋を内側のリング筋の接線方向に延びるように配置して構成することを特徴と する。また、上記斜め補強筋は、これを4本設け、該4本の斜め補強筋の内端部 を内側のリング筋の円周をほぼ四等分した各々の位置に配置すると共に、4本の 斜め補強筋のうち隣合う2本の斜め補強筋同士を対(つい)とする2対の組に分 け、各対の2本の斜め補強筋あるいはそれらの延長線が相互に交差するような内 側のリング筋の接線方向に延びるように配筋することも特徴とする。 The opening reinforcement of the present invention integrally joins the diagonal reinforcements from the inner ring reinforcement to the outer ring reinforcement of a plurality of inner and outer ring reinforcements, and connects the diagonal reinforcement reinforcements to the inner reinforcement. It is characterized in that it is arranged so as to extend in the tangential direction of the ring muscle. In addition, four diagonal reinforcing bars are provided, and the inner ends of the four diagonal reinforcing bars are arranged at respective positions that divide the circumference of the inner ring reinforcing bar into four equal parts, and the four diagonal reinforcing bars are arranged. Divide into two pairs of diagonal reinforcements that are adjacent to each other, and the two diagonal reinforcements of each pair or their extension lines intersect each other. It is also characterized by arranging so as to extend in the tangential direction of the inner ring muscle.
【0006】[0006]
以下、本考案の一実施例について図面を参照しながら説明する。 図1において、1はリング筋であって、硬鋼線等の鉄筋をリング状に曲げて、 その両端部1aを突合せ溶接して円環状に形成したものである。本実施例では、 各々直径の異なる3個のリング筋1を内側から順次適当な間隔をあけて同心円状 に配置して構成されている。 An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, reference numeral 1 denotes a ring bar, which is formed by bending a reinforcing bar such as a hard steel wire into a ring shape and butt-welding both ends 1a thereof into an annular shape. In this embodiment, three ring muscles 1 each having a different diameter are arranged in concentric circles from the inner side at appropriate intervals.
【0007】 上記3本のリング筋1のそれぞれの直径や相互の間隔あるいは鉄筋径等は、配 筋すべき梁の大きさや、その開口部の直径等に応じて適宜決定するのが好ましい 。また、各リング筋1の組み合わせは、本実施例のように3重に限定するもので はなく、2重、4重、5重等、多重に配置したものであれば、いずれでもよい。 なお、多重に配置した各リング筋1同士は、相互に偏心して配置してもよい。It is preferable that the diameter of each of the three ring reinforcements 1, the distance between them, the diameter of the reinforcement, and the like are appropriately determined according to the size of the beam to be reinforced, the diameter of the opening, and the like. Further, the combination of the respective ring muscles 1 is not limited to triple as in the present embodiment, but may be double, quadruple, quintuple, etc. as long as they are arranged in multiple. The ring muscles 1 that are multiply arranged may be arranged so as to be eccentric to each other.
【0008】 2は斜め補強筋であって、内側のリング筋1から外側のリング筋1に亘って、 各リング筋1を横断するように4本配置されている。各リング筋1と斜め補強筋 2との交差部は相互に溶接され、全体として一体的に構成されている。Reference numeral 2 denotes diagonal reinforcing bars, and four diagonal reinforcing bars are arranged so as to traverse each ring muscle 1 from the inner ring muscle 1 to the outer ring muscle 1. The intersections of the ring reinforcements 1 and the diagonal reinforcement reinforcements 2 are welded to each other and are integrally formed as a whole.
【0009】 上記4本の斜め補強筋2の内端部2aは、内側のリング筋1の円周をほぼ四等 分した各々の位置に配置されている。4本の斜め補強筋2のうち隣合う2本の斜 め補強筋2同士を対(つい)とする2対の組に分け、各対の2本の斜め補強筋2 あるいはそれらの延長線が相互に交差するような内側のリング筋1の接線方向に 延びて配筋される。The inner ends 2a of the four diagonal reinforcing bars 2 are arranged at respective positions that divide the circumference of the inner ring reinforcing bar 1 into approximately four equal parts. Of the four diagonal reinforcements 2, the two adjacent diagonal reinforcements 2 are divided into two pairs, and each pair of two diagonal reinforcements 2 or their extension lines The inner ring muscles 1 are arranged so as to extend tangentially to intersect each other.
【0010】 上記実施例の開口補強筋は、以上のように構成されているので、これを梁の開 口部の周囲に配筋するには、図2および図3に示すように、梁3の開口部3aの スリーブ4の周囲に、リング筋1を同心円状に配筋する。この際、斜め補強筋2 が梁3の開口部3aの45゜接線Lに対してほぼ直交する方向に配筋する。Since the opening reinforcing bar of the above embodiment is configured as described above, in order to arrange the reinforcing bar around the opening of the beam, as shown in FIG. 2 and FIG. The ring muscles 1 are concentrically arranged around the sleeve 4 of the opening 3a. At this time, the diagonal reinforcing bar 2 is arranged in a direction substantially orthogonal to the 45 ° tangent line L of the opening 3a of the beam 3.
【0011】 従って、図2から明らかなように、約45゜破壊線C1と約60゜破壊線C2 との間の破壊領域Cに対して、これに抵抗する直交方向に、上記斜め補強筋2が 配筋されるので、開口部のせん断ひび割れを効果的に防止することができる。Therefore, as is apparent from FIG. 2, the diagonal reinforcing bar 2 is provided in a direction orthogonal to the fracture region C between the 45 ° fracture line C1 and the 60 ° fracture line C2. Since it is reinforced, shear cracks in the opening can be effectively prevented.
【0012】 図4は別の実施例を示すもので、内側のリング筋1の一部と左右の斜め補強筋 2を一体にした、く字状補強筋5を弧状筋6により連結して構成することにより 、上記第1の実施例と同様のひび割れ防止効果を持たせている。本実施例におい ては、上記く字状補強筋5の直線部分5aが上記斜め補強筋2と同等の機能を発 揮する。FIG. 4 shows another embodiment, in which a part of the inner ring reinforcement 1 and the left and right diagonal reinforcements 2 are integrally formed, and a V-shaped reinforcement 6 is connected by an arcuate reinforcement 6. By doing so, the same crack prevention effect as that of the first embodiment is provided. In this embodiment, the straight portion 5a of the dogleg-shaped reinforcing bar 5 has the same function as that of the diagonal reinforcing bar 2.
【0013】[0013]
1)梁の開口部の45゜接線に沿った破壊領域に直交するように補強筋を配筋 することにより、この領域に発生し易いせん断ひび割れを効果的に防止すること ができる。 2)構造が簡単で、製造コストがかからない。 1) By arranging the reinforcing bars so as to be orthogonal to the fracture area along the 45 ° tangent of the beam opening, it is possible to effectively prevent shear cracks that tend to occur in this area. 2) The structure is simple and the manufacturing cost is low.
【図1】本考案の開口補強筋の一実施例の正面図であ
る。FIG. 1 is a front view of an embodiment of an opening reinforcing bar of the present invention.
【図2】本考案の開口補強筋の配筋説明図である。FIG. 2 is an explanatory view of the reinforcement of the opening reinforcing bar of the present invention.
【図3】図3のイ−イ線に沿った断面図である。3 is a cross-sectional view taken along the line EE of FIG.
【図4】別の実施例を示す開口補強筋の正面図である。FIG. 4 is a front view of an opening reinforcing bar showing another embodiment.
【図5】従来の開口補強筋の説明図である。FIG. 5 is an explanatory view of a conventional opening reinforcing bar.
1 リング筋 1a 両端部 2 斜め補強筋 2a 内端部 3 梁 3a 開口部 3b 長手方向軸線 4 スリーブ 5 く字状補強筋 5a 直線部分 6 弧状筋 C 破壊領域 C1 45゜破壊線 C2 60゜破壊線 L 45゜接線 1 Ring Reinforcement 1a Both Ends 2 Oblique Reinforcement 2a Inner End 3 Beam 3a Opening 3b Longitudinal Axis 4 Sleeve 5 V-shaped Reinforcing Bar 5a Straight Part 6 Arcuate Reinforcement C Crash Area C1 45 ° Failure Line C2 60 ° Failure Line L 45 ° tangent
Claims (2)
内側のリング筋から外側のリング筋に亘って斜め補強筋
を一体的に接合すると共に、該斜め補強筋を内側のリン
グ筋の接線方向に延びるように配置して構成したことを
特徴とする開口補強筋。1. A plurality of ring muscles arranged inside and outside multiplex,
An opening characterized in that diagonal reinforcements are integrally joined from the inner ring reinforcement to the outer ring reinforcement, and the diagonal reinforcements are arranged so as to extend in the tangential direction of the inner ring reinforcement. Reinforcement.
め補強筋の内端部を内側のリング筋の円周をほぼ四等分
した各々の位置に配置すると共に、4本の斜め補強筋の
うち隣合う2本の斜め補強筋同士を対(つい)とする2
対の組に分け、各対の2本の斜め補強筋あるいはそれら
の延長線が相互に交差するような内側のリング筋の接線
方向に延びるように配筋することを特徴とする請求項1
に記載の開口補強筋。2. The four diagonal reinforcing bars are provided, and the inner ends of the four diagonal reinforcing bars are arranged at respective positions where the circumference of the inner ring reinforcing bar is divided into approximately four equal parts. Two adjacent diagonal reinforcements of the diagonal reinforcements are paired together.
2. The pair of pairs is arranged so that two diagonal reinforcing bars of each pair or extension lines thereof are arranged so as to extend in the tangential direction of an inner ring reinforcing bar that intersects with each other.
Opening reinforcement as described in.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991101321U JP2581302Y2 (en) | 1991-11-14 | 1991-11-14 | Reinforcement hardware for RC or SRC beam openings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991101321U JP2581302Y2 (en) | 1991-11-14 | 1991-11-14 | Reinforcement hardware for RC or SRC beam openings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0542443U true JPH0542443U (en) | 1993-06-08 |
JP2581302Y2 JP2581302Y2 (en) | 1998-09-21 |
Family
ID=14297554
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991101321U Expired - Fee Related JP2581302Y2 (en) | 1991-11-14 | 1991-11-14 | Reinforcement hardware for RC or SRC beam openings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2581302Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011043009A (en) * | 2009-08-24 | 2011-03-03 | Hazama Corp | Reinforcing member around opening in reinforcing concrete beam with opening, and reinforcing structure and method using the same |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS646440A (en) * | 1987-06-26 | 1989-01-11 | Tokyu Kensetsu Kk | Reinforcing bar for piercing hole of rc or src beam |
-
1991
- 1991-11-14 JP JP1991101321U patent/JP2581302Y2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS646440A (en) * | 1987-06-26 | 1989-01-11 | Tokyu Kensetsu Kk | Reinforcing bar for piercing hole of rc or src beam |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011043009A (en) * | 2009-08-24 | 2011-03-03 | Hazama Corp | Reinforcing member around opening in reinforcing concrete beam with opening, and reinforcing structure and method using the same |
Also Published As
Publication number | Publication date |
---|---|
JP2581302Y2 (en) | 1998-09-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA1042638A (en) | Swaging dies | |
WO2016121989A1 (en) | Torsion beam suspension | |
JPH0542443U (en) | Opening reinforcement | |
US3303541A (en) | Sealless strap connection | |
JPH05171738A (en) | Reinforcement method of rc or src beam opening part | |
JPH10338160A (en) | Cross member connecting part structure | |
DE112006000537B4 (en) | Exhaust manifold for exhaust gases | |
US3831890A (en) | Method and fabric for forming pipe reinforcement | |
JP3556506B2 (en) | Reinforcing metal fittings for reinforced concrete perforated beams | |
JP3728706B2 (en) | Opening reinforcing material and reinforcing structure for concrete structures | |
AU2020335024A1 (en) | Column formwork improvements | |
JP3519261B2 (en) | Reinforcing metal fittings for reinforced concrete perforated beams | |
JP2718758B2 (en) | Joint concrete segment in vertical double segment ring | |
JP4159510B2 (en) | Reinforced brackets for reinforced concrete perforated beams | |
CN217121598U (en) | Structure end reinforcing steel bar system and structure | |
JP3193538B2 (en) | Manufacturing method of reinforcement | |
JPH0689582B2 (en) | Reinforcing bar joint construction method | |
JP3826354B2 (en) | Column and beam joint structure | |
JP2000136597A5 (en) | ||
JPS6294641A (en) | Opening part reinforcing member of concrete structure | |
US2767002A (en) | Means for joining tubular parts | |
JPS644917Y2 (en) | ||
JPH0355346A (en) | Arrangement construction of reinforcing steel | |
JPS6141840Y2 (en) | ||
EP0223491A2 (en) | Steering wheel construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |