JP2581302Y2 - Reinforcement hardware for RC or SRC beam openings - Google Patents

Reinforcement hardware for RC or SRC beam openings

Info

Publication number
JP2581302Y2
JP2581302Y2 JP1991101321U JP10132191U JP2581302Y2 JP 2581302 Y2 JP2581302 Y2 JP 2581302Y2 JP 1991101321 U JP1991101321 U JP 1991101321U JP 10132191 U JP10132191 U JP 10132191U JP 2581302 Y2 JP2581302 Y2 JP 2581302Y2
Authority
JP
Japan
Prior art keywords
streaks
opening
ring
branch
streak
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
JP1991101321U
Other languages
Japanese (ja)
Other versions
JPH0542443U (en
Inventor
俊彦 山本
将文 豊田
恵治 梶原
潤治 小沢
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.)
Tokyu Construction Co Ltd
Original Assignee
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP1991101321U priority Critical patent/JP2581302Y2/en
Publication of JPH0542443U publication Critical patent/JPH0542443U/en
Application granted granted Critical
Publication of JP2581302Y2 publication Critical patent/JP2581302Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、RC(鉄筋コンクリー
ト)造梁又はSRC(鉄骨鉄筋コンクリート)造梁の開
口部用補強金物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing metal for openings of RC (reinforced concrete) beams or SRC (steel reinforced concrete) beams.

【0002】[0002]

【従来の技術】従来、RC造梁又はSRC造梁の開口部
用補強金物としては、図5に示すように、複数のリング
筋Rを内外多重に配置し、これらのリング筋に複数の枝
筋Eを放射状に配置して一体的に接合して構成され、該
開口部用補強金物は梁Bの円形の開口部bの周囲に取り
付けられていた。
2. Description of the Related Art Conventionally, as a reinforcing metal for an opening of an RC beam or an SRC beam, as shown in FIG. 5, a plurality of ring streaks R are arranged in an inner and outer multiplex, and a plurality of branches are attached to these ring streaks. The bars E are arranged radially and integrally joined, and the reinforcing metal for the opening is attached around the circular 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
の開口部用補強金物は、梁Bの開口部bに接し且つ梁の
長手方向軸線3bに対して鉛直方向に延びる鉛直線に対
して斜め約45°および約60゜の破壊線C1およびC
2に囲まれた破壊領域Cにおいて、せん断ひび割れが拡
大し易いことが判明した。これは、リング筋Rが、通常
の破壊線すなわち、開口部bの中心を通る45゜方向の
ひび割れを拘束し、開口部b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上記破壊領域
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を発揮することが困難となり、
また、上記従来の枝筋Eでは、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 the strength test conducted by the present inventors, the above-described conventional reinforcing metal for an opening is in contact with an opening b of a beam B and extends vertically with respect to a longitudinal axis 3b of the beam. Lines C1 and C at an angle of about 45 ° and about 60 °
In the fracture region C surrounded by 2, it was found that the shear cracks easily spread. This is because the ring streaks R restrain the normal fracture line, that is, cracks in the 45 ° direction passing through the center of the opening b, and increase the strength of the opening b. This is because cracks are concentrated in the destruction region C which is reduced. In the destruction area C,
The ring streaks R are no longer perpendicular to the crack direction, making it difficult to exhibit sufficient crack resistance,
In addition, the conventional branch streak E is difficult to directly act on the crack.

【0004】[0004]

【考案が解決しようとする課題】本考案は、上記従来の
開口部用補強金物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のリング筋Rに対する配
置を工夫することにより、上記破壊領域Cに発生し易い
ひび割れに対して枝筋が効果的に作用し、その結果、梁
の耐力を向上せしめることのできるRC造梁又はSRC
造梁の開口部用補強金物を提供することにある。
SUMMARY OF THE INVENTION The object of the present invention is to further enhance the reinforcing ability of the above-mentioned conventional reinforcing metal for an opening, and to devise the arrangement of the conventional branch E to the ring R. As a result, the branch streaks effectively act on cracks that are likely to occur in the fracture area C, and as a result, RC beams or SRCs capable of improving the strength of the beam.
An object of the present invention is to provide a reinforcing metal fitting for an opening of a beam.

【0005】[0005]

【課題を解決するための手段】本考案のRC造梁又はS
RC造梁の開口部用補強金物は、内外多重に配置した複
数のリング筋と、内側のリング筋から外側のリング筋に
亘って一体的に接合した複数の枝筋と、から構成される
RC造梁又はSRC造梁の開口部用補強金物において、
上記枝筋が、上記内側のリング筋の円周上の約4等分点
の各々の位置から上記外側のリング筋に向けて相互に接
近する2組のハの字を形成するように延び、しかも、こ
れら2組のハの字の枝筋が内側のリング筋の中心に対し
てほぼ点対称となるように配置されるように構成したこ
とを特徴とする。
The RC beam or S of the present invention is provided.
The reinforcing metal for an opening of an RC beam is composed of a plurality of ring bars arranged in multiple layers inside and outside, and a plurality of branch bars integrally joined from an inner ring bar to an outer ring bar. In the reinforcing metal for the opening of the beam or SRC beam,
The branch streaks extend from each of about four equal points on the circumference of the inner ring streak to form two sets of crosses that approach each other toward the outer ring streak; Moreover, the two sets of U-shaped branch streaks are arranged so as to be substantially point-symmetric with respect to the center of the inner ring streaks.

【0006】[0006]

【考案の実施の形態】 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、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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One 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. In this embodiment, three ring streaks 1 having different diameters are arranged concentrically at appropriate intervals sequentially from the inside.

【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本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、相互に多少偏
心して配置してもよい。
It is preferable that the diameter, the interval between the three ring bars 1 and the diameter of the reinforcing bars, and the like of the three ring bars 1 are appropriately determined according to the size of the beam to be laid, the diameter of the opening thereof, and the like. Further, the combination of the ring streaks 1 is not limited to three as in the present embodiment, but may be any combination as long as it is multiplexed, such as double, quadruple, or quintuple. Note that the ring streaks 1 arranged in a multiplex manner may be arranged slightly eccentric to each other.

【0008】2は枝筋であって、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を斜めに横切る
ように配置されて、それらの交差部において溶接等によ
り一体的に接合され、全体として開口補強金物が構成さ
れている。
Reference numeral 2 denotes a branch streak, which is disposed so as to obliquely cross each ring streak 1 from the inner ring streak 1 to the outer ring streak 1, and integrally formed by welding or the like at the intersection. They are joined to form an opening reinforcing metal as a whole.

【0009】上記枝筋2は4本配置されていて、それら
の内端部2aは、内側のリング筋1の円周上の約4等分
点の各々の位置に接合されている。4本の枝筋2のうち
隣り合う2本の枝筋2を対(つい)として2対に分けた
場合、各対の2本の枝筋2は外側のリング筋1に向けて
相互に接近するハの字を形成するように配置されてい
る。さらに、これら2組のハの字の枝筋2は、内側のリ
ング筋1の中心に対して点対称となるように配置され
る。
The four branch streaks 2 are arranged, and their inner ends 2 a are joined to the respective positions of approximately four equal points on the circumference of the inner ring streak 1. When two adjacent branch muscles 2 of the four branch muscles 2 are paired and divided into two pairs, the two branch muscles 2 of each pair approach each other toward the outer ring muscle 1. They are arranged so as to form a square shape. Furthermore, these two sets of C-shaped branch muscles 2 are arranged so as to be point-symmetric with respect to the center of the inner ring muscle 1.

【0010】上記実施例の開口部用補強金物は、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、少なくとも内側のリン
グ筋1が同心円状になるように配置する。この際、上記
内側のリング筋1の中心に対して点対称となるように配
置された2組みのハの字状の枝筋2が、梁3の長手方向
軸線3bに対して線対称になるようにセットする。
Since the reinforcing metal for an opening in the above embodiment is constructed as described above, it is necessary to arrange the reinforcing metal around the opening of the beam as shown in FIGS. Around the sleeve 4 of the opening 3a, at least the inner ring streaks 1 are arranged concentrically. At this time, two sets of C-shaped branch bars 2 arranged to be point-symmetric with respect to the center of the inner ring bar 1 are line-symmetric with respect to the longitudinal axis 3b of the beam 3. Set as shown.

【0011】従って、図2から明らかなように、上記4
本の枝筋2は、梁3の長手方向軸線3bに対して約45
゜と60゜の方向の2本の破壊線C1およびC2の間の
細幅状の破壊領域C(破線ハッチング部分)をほぼ横断
する方向に配筋されることになるので、開口部3a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.
The streak 2 has an angle of about 45 with respect to the longitudinal axis 3 b of the beam 3.
Since the reinforcement is arranged in a direction substantially transverse to the narrow-width fracture region C (dashed-line hatched portion) between the two fracture lines C1 and C2 in the directions of ゜ and 60 °, the shearing of the opening 3a is performed. Cracks can be effectively prevented.

【0012】図4は別の実施例を示すもので、2本のく
字状補強筋5と2本の弧状筋6を相互に接合して、上記
実施例の内側のリング筋1とほぼ同様の構造体を構成す
るとともに、上記く字状補強筋5の直線部分5aによ
り、上記実施例の枝筋2と同様の構造体を構成してい
る。従って、上記2本のく字状補強筋5と2本の弧状筋
6を相互に接合して構成されたリング状部分は、本考案
における内側のリング筋の概念に含まれると共に、上記
く字状補強筋5の直線部分5aは、本考案における枝筋
の概念に含まれる。
FIG. 4 shows another embodiment, in which two V-shaped reinforcing bars 5 and two arc-shaped bars 6 are joined to each other to be substantially the same as the inner ring bar 1 in the above embodiment. And the straight portion 5a of the V-shaped reinforcement 5 constitutes the same structure as the branch 2 of the above embodiment. Accordingly, the ring-shaped portion formed by joining the two V-shaped reinforcing bars 5 and the two arc-shaped bars 6 to each other is included in the concept of the inner ring bar in the present invention, and is also included in the above-described V-shape. The straight portion 5a of the reinforcing bar 5 is included in the concept of the branch bar in the present invention.

【0013】[0013]

【考案の効果】1)本考案の開口部用補強金物は、内外
多重に配置した複数のリング筋と、内側のリング筋から
外側のリング筋に亘って一体的に接合した複数の枝筋
と、から構成されるRC造梁又はSRC造梁の開口部用
補強金物において、上記枝筋が、上記内側のリング筋の
円周上の約4等分点の各々の位置から上記外側のリング
筋に向けて相互に接近する2組のハの字を形成するよう
に延び、しかも、これら2組のハの字の枝筋が内側のリ
ング筋の中心に対してほぼ点対称となるように配置され
るように構成されているので、上記2組みのハの字状の
枝筋が、梁の長手方向軸線に対して線対称になるように
セットすることにより、開口部に接して延びる破壊領域
に発生し易いせん断ひび割れを効果的に防止して、開口
部の破壊耐力を向上せしめることができる。 2)構造が簡単で安価に製造することができる。
Advantages of the Invention 1) The reinforcing metal for an opening of the present invention includes a plurality of ring streaks arranged in multiple inside and outside, and a plurality of branch streaks integrally joined from the inner ring streaks to the outer ring streaks. , The reinforcing metal for an opening of an RC beam or an SRC beam, wherein the branch streaks extend from each of approximately four equal points on the circumference of the inner ring streaks to the outer ring streaks. Are arranged so as to form two sets of C-shape approaching each other, and the two sets of C-shaped branch streaks are substantially point-symmetric with respect to the center of the inner ring streaks. Since the two sets of C-shaped branch lines are set so as to be symmetrical with respect to the longitudinal axis of the beam, a fracture region extending in contact with the opening is formed. Effectively prevents shear cracks, which are likely to occur in the opening, and improves the breaking strength of the opening It can be occupied. 2) The structure is simple and can be manufactured at low cost.

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

【図1】本考案の開口部用補強金物の正面図である。FIG. 1 is a front view of a reinforcing metal for an opening of the present invention.

【図2】図1の開口部用補強金物を梁の開口部の周囲に
セットした状態の説明図である。
FIG. 2 is an explanatory view showing a state where the reinforcing metal for an opening of FIG. 1 is set around an opening of a beam;

【図3】図3のイ−イ線に沿った断面図である。FIG. 3 is a sectional view taken along the line II in FIG. 3;

【図4】別の実施例を示す開口部用補強金物の正面図で
ある。
FIG. 4 is a front view of a reinforcing metal for an opening showing another embodiment.

【図5】従来の開口部用補強金物の説明図である。FIG. 5 is an explanatory view of a conventional reinforcing metal for an opening.

【符号の説明】[Explanation of symbols]

1 リング筋 1a 両端部 2 枝筋 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、C2 破壊線 L 45°接線 DESCRIPTION OF SYMBOLS 1 Ring streak 1a Both ends 2 Branch streak 2a Inner end 3 Beam 3a Opening 3b Longitudinal axis 4 Sleeve 5 V-shaped reinforcement 5a Straight line 6 Arc streak C Breaking area C1, C2 Breaking line L 45 ° tangent

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04C 5/00 - 5/20 E04C 3/20──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 6 , DB name) E04C 5/00-5/20 E04C 3/20

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】内外多重に配置した複数のリング筋と、内
側のリング筋から外側のリング筋に亘って一体的に接合
した複数の枝筋と、から構成されるRC造梁又はSRC
造梁の開口部用補強金物において、上記枝筋が、上記内
側のリング筋の円周上の約4等分点の各々の位置から上
記外側のリング筋に向けて相互に接近する2組のハの字
を形成するように延び、しかも、これら2組のハの字の
枝筋が内側のリング筋の中心に対してほぼ点対称となる
ように配置されるように構成したことを特徴とするRC
造梁又はSRC造梁の開口部用補強金物。
An RC beam or SRC comprising a plurality of ring streaks arranged in an inner and outer multiplex and a plurality of branch stirs integrally joined from an inner ring streak to an outer ring streak.
In the reinforcing hardware for an opening of a beam, two sets of the branch streaks approaching each other from the positions of about four equal points on the circumference of the inner ring streaks toward the outer ring streaks. It is configured to extend so as to form a C-shape, and to be arranged so that these two sets of C-shaped branch streaks are substantially point-symmetric with respect to the center of the inner ring streaks. RC to do
Reinforcing hardware for openings in trusses or SRC trusses.
JP1991101321U 1991-11-14 1991-11-14 Reinforcement hardware for RC or SRC beam openings Expired - Fee Related JP2581302Y2 (en)

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 JPH0542443U (en) 1993-06-08
JP2581302Y2 true 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
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

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0647859B2 (en) * 1987-06-26 1994-06-22 東急建設株式会社 Reinforcing reinforcement for through-holes of RC or SRC beams

Also Published As

Publication number Publication date
JPH0542443U (en) 1993-06-08

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