JP2003056119A - Bond splitting preventing reinforcement and concrete member - Google Patents

Bond splitting preventing reinforcement and concrete member

Info

Publication number
JP2003056119A
JP2003056119A JP2001247357A JP2001247357A JP2003056119A JP 2003056119 A JP2003056119 A JP 2003056119A JP 2001247357 A JP2001247357 A JP 2001247357A JP 2001247357 A JP2001247357 A JP 2001247357A JP 2003056119 A JP2003056119 A JP 2003056119A
Authority
JP
Japan
Prior art keywords
bar
shaped
concrete member
main
main 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.)
Granted
Application number
JP2001247357A
Other languages
Japanese (ja)
Other versions
JP4151245B2 (en
Inventor
Yoshifumi Nakamura
佳史 中村
Sakae Fujii
栄 藤井
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
Original Assignee
Neturen 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 filed Critical Neturen Co Ltd
Priority to JP2001247357A priority Critical patent/JP4151245B2/en
Publication of JP2003056119A publication Critical patent/JP2003056119A/en
Application granted granted Critical
Publication of JP4151245B2 publication Critical patent/JP4151245B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a bond splitting preventing reinforcement and a concrete member with inexpensive reinforcement arrangement and high fracture strength. SOLUTION: A plurality of U-shaped or crank shaped bond splitting preventing reinforcements 4 and 5 are arranged along main reinforcements 2 so as to embrace the main reinforcements 2 by curved parts of U-shapes or leg parts of crank shapes. A ladder shaped material with the plurality of bond splitting preventing reinforcements 4 and 5 coupled by a coupling member extended in an axial direction of the main reinforcements is arranged along the main reinforcements.

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、コンクリート柱又は梁
などの鉄筋コンクリート部材の効果的、効率的な強度改
善のための付着割裂防止筋及びそれを使用したコンクリ
ート部材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an adhesive split preventing bar for effectively and efficiently improving the strength of a reinforced concrete member such as a concrete column or a beam, and a concrete member using the bar.

【0002】[0002]

【従来の技術】コンクリート柱や梁には、通常軸方向に
配筋された主筋の外周にフープ状にせん断補強筋を巻い
て配筋されたかご形鉄筋が使用されている。このせん断
補強筋には、部材のせん断強度を上げるために高強度の
鋼材が使用されている。
2. Description of the Related Art For concrete columns and beams, cage-shaped reinforcing bars are generally used which are arranged by winding shear reinforcing bars in a hoop shape around the outer circumference of main reinforcing bars arranged in the axial direction. A high-strength steel material is used for the shear reinforcing bar in order to increase the shear strength of the member.

【0003】このような鉄筋コンクリートの構造体の強
度を計算する場合、せん断強度式(Qsu)と付着強度
式(Qbu)を使用して計算し、これの小さい方の値が
採用される。
When the strength of such a reinforced concrete structure is calculated, the shear strength formula (Qsu) and the bond strength formula (Qbu) are used, and the smaller one is adopted.

【0004】最近の高層建築におけるコンクリート柱あ
るいは梁等に使われるコンクリート及びせん断補強筋は
高強度化されている。このために部材の強度はせん断強
度式(Qsu)でなく付着強度式(Qbu)によって決
まる傾向にある。このように部材の強度が主筋周辺の付
着割裂破壊によって決定され、せん断補強筋を高強度に
してもその優位性が半減される。そのためにせん断補強
筋の強度を上げたり補強量を増大させても、割裂破壊の
ために部材の強度が向上しないような状況にある。ま
た、不要の高強度せん断補強筋を使用するため高コスト
になっている。
The strength of concrete and shear reinforcing bars used for concrete columns or beams in recent high-rise buildings has been increased. For this reason, the strength of the member tends to be determined not by the shear strength formula (Qsu) but by the adhesion strength formula (Qbu). In this way, the strength of the member is determined by the bond splitting fracture around the main bar, and even if the shear reinforcing bar has a high strength, its superiority is halved. Therefore, even if the strength of the shear reinforcing bar is increased or the reinforcing amount is increased, the strength of the member is not improved due to the split fracture. In addition, the cost is high because unnecessary high-strength shear reinforcing bars are used.

【0005】[0005]

【発明が解決しようとする課題】本発明は、一般市場に
ある低価格の鋼材を付着割裂防止筋として使用し、簡単
な施工で付着強度を上げることで、高強度せん断補強筋
の効果を十分に引き出し、コンクリート部材の性能を向
上させ、コンクリート部材の強度対コストを効果的かつ
経済的に発揮する付着割裂防止筋とそれを使用したコン
クリート部材を提供することを目的とする。
DISCLOSURE OF THE INVENTION The present invention uses a low-priced steel material on the general market as a bond splitting prevention bar, and increases the bond strength by a simple construction, so that the effect of a high-strength shear reinforcing bar is sufficiently obtained. It is an object of the present invention to provide an adhesion splitting preventing bar and a concrete member using the same, which can be drawn out to improve the performance of the concrete member and effectively and economically exhibit the strength and cost of the concrete member.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明のコンクリート部材のU字形付着割裂防止筋
は、U字形の鉄筋で該U字の曲部で主筋を取り巻き、そ
の足部が主筋の軸方向に直交してコンクリート部材の内
部側に向くようにして、主筋に沿って配設されることを
特徴とするものである。
In order to achieve the above object, the U-shaped attachment split preventing bar of the concrete member of the present invention is a U-shaped reinforcing bar surrounding the main bar at the U-shaped curved portion, and its foot portion. Are arranged along the main bar so as to face the inside of the concrete member at right angles to the axial direction of the main bar.

【0007】あるいは、本発明のコンクリート部材のコ
字形付着割裂防止筋は、コ字形の鉄筋で該コ字の両足部
がそれぞれ別の主筋を抱き、該コ字の足部と背部が主筋
の軸方向に直交し、該足部がコンクリート部材の内部側
に向くようにして、主筋に沿って配設されることを特徴
とするものである。
Alternatively, the U-shaped attachment splitting preventive bar of the concrete member of the present invention is a U-shaped reinforcing bar, both legs of the C-shaped hug each have a different main bar, and the U-shaped foot and the back are the axes of the main bar. It is characterized in that it is arranged along the main bar so that the legs are orthogonal to the direction and face the inside of the concrete member.

【0008】そして本発明のコンクリート部材は、前記
U字形付着割裂防止筋、又はコ字形付着割裂防止筋が主
筋に沿って複数配設されることを特徴とするものであ
る。
Further, the concrete member of the present invention is characterized in that a plurality of the U-shaped attachment / split prevention bar or the U-shaped attachment / split prevention bar are arranged along the main bar.

【0009】すなわち本発明は、コンクリート部材に外
力が作用した場合に、主筋に沿ってコンクリートを割り
裂こうとする作用を防ぐことを目的に、主筋を取り巻く
U字形あるいはコ字形の付着割裂防止筋を配設し、これ
によりコンクリートの付着を拘束して割裂破壊を抑制
し、コンクリート部材の強度を向上するものである。こ
れにより、高強度せん断補強筋を有効に使用できるの
で、せん断補強筋の線径を小径にしたり、あるいは数を
減少することができて、鉄筋のコストが低減できる。
That is, according to the present invention, in order to prevent the action of splitting the concrete along the main bar when an external force is applied to the concrete member, a U-shaped or U-shaped adhesive splitting prevention bar surrounding the main bar is provided. Is provided to restrain the adhesion of concrete to suppress the splitting fracture and improve the strength of the concrete member. Thereby, since the high-strength shear reinforcing bar can be effectively used, the wire diameter of the shear reinforcing bar can be reduced or the number thereof can be reduced, and the cost of the reinforcing bar can be reduced.

【0010】なお、ここでいう付着割裂防止筋のU字形
とは曲部が円形になっている形状のみでなく、V字形の
ような曲げ部が突起状になっている形状も含むものであ
る。また、付着割裂防止筋のU字形及びコ字形には、と
もに図2(b)及び図3(b)に示すように、足部の先
端が曲げられた形状も含むものである。
Incidentally, the U-shape of the adhesive splitting preventing muscle referred to here includes not only the shape in which the curved portion is circular, but also the shape in which the bent portion is convex like V-shaped. Further, the U-shape and the U-shape of the attachment splitting preventing muscle also include a shape in which the tips of the legs are bent as shown in FIGS. 2 (b) and 3 (b).

【0011】また、前記コンクリート部材のU字形付着
割裂防止筋、あるいはコ字形付着割裂防止筋主筋は、軸
方向に延長された連結部材により、複数の前記U字形付
着割裂防止筋あるいはコ字形付着割裂防止筋を梯子形に
連結し、該連結された梯子形材を主筋に沿って配設する
ことにより容易に施工できる。
In addition, the U-shaped attachment splitting prevention bar or the U-shaped attachment splitting prevention main bar of the concrete member is provided with a plurality of the U-shaped attachment splitting prevention bar or U-shaped attachment splitting bar by the connecting member extended in the axial direction. It can be easily constructed by connecting the prevention bars in a ladder shape and disposing the connected ladder members along the main bars.

【0012】また本発明のコンクリート部材は、高強度
せん断補強筋と、低強度鋼材を使用した前記付着割裂防
止筋とが配設されることが望ましい。これにより、効果
的、経済的に部材の性能を向上させることができる。
Further, the concrete member of the present invention is preferably provided with a high-strength shear reinforcing bar and the adhesion split preventing bar made of a low-strength steel material. Thereby, the performance of the member can be effectively and economically improved.

【0013】すなわち、本発明の付着割裂防止筋を使用
すれば、せん断補強筋の高強度が有効に活用されるの
で、付着割裂防止筋は低強度鋼材で良く、鉄筋コストを
減じ低コストで高強度のコンクリート部材が得られる。
低強度鋼材には異形又は丸鋼材が使用される。
That is, if the adhesive split preventing bar of the present invention is used, the high strength of the shear reinforcing bar is effectively utilized. Therefore, the adhesive split preventing bar may be a low-strength steel material, which reduces the cost of the reinforcing bar and increases the cost. A strong concrete member is obtained.
Deformed or round steel is used for the low-strength steel.

【0014】[0014]

【発明の実施の形態】以下、本発明の一実施形態につい
て具体的に説明する。図1は本発明の実施形態の付着割
裂防止筋を施行した鉄筋コンクリート部材の断面図であ
り、図の上半分はU字形付着割裂防止筋を使用した場合
の状態、下半分はコ字形付着割裂防止筋を使用した場合
の状態を示す。図2はU字形付着割裂防止筋の外観図
で、(a)は足部が直線のもの、(b)は足部先端が曲
げられたものを示す。図3はコ字形付着割裂防止筋の外
観図で、(a)は足部が直線のもの、(b)は足部先端
が曲げられたものを示す。図4は梯子形に組んだU字形
付着割裂防止筋の施工図、図5は梯子形に組んだコ字形
付着割裂防止筋の施工図である。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be specifically described below. FIG. 1 is a cross-sectional view of a reinforced concrete member to which an adhesive split preventing bar according to an embodiment of the present invention is applied. The upper half of the figure is in a state where a U-shaped adhesive split preventing bar is used, and the lower half is a U-shaped adhesive crack preventing The state when a muscle is used is shown. 2A and 2B are external views of the U-shaped attachment / split preventing muscle, wherein FIG. 2A shows a leg having a straight line and FIG. 2B shows a leg having a bent tip. 3A and 3B are external views of the U-shaped attachment splitting preventing muscle, wherein FIG. 3A shows a leg having a straight line, and FIG. 3B shows a leg having a bent tip. FIG. 4 is a construction drawing of a U-shaped attachment splitting prevention bar assembled in a ladder shape, and FIG. 5 is a construction drawing of a U-shaped attachment splitting prevention bar assembled in a ladder shape.

【0015】図1の断面図に示すように、コンクリート
部材1は、軸方向に配列された複数の主筋2を囲んでせ
ん断補強筋3が配筋される。本発明のU字形付着割裂防
止筋4の場合は、図1の上半分に図示するように配筋さ
れ、コ字形付着割裂防止筋5の場合は、図1の下半分に
図示するように配筋される。
As shown in the sectional view of FIG. 1, in the concrete member 1, shear reinforcing bars 3 are arranged around a plurality of main bars 2 arranged in the axial direction. In the case of the U-shaped attachment split preventing muscle 4 of the present invention, it is arranged as shown in the upper half of FIG. 1, and in the case of the U-shaped attachment split preventing muscle 5, it is arranged as shown in the lower half of FIG. Be streaked.

【0016】まずU字形付着割裂防止筋4について説明
する。U字形付着割裂防止筋4は、図2に示すように、
丸又は異形鉄筋を曲げて主筋2の回りを囲むような形状
の曲部4aの両端に足部4bを有するU字形に成形され
ている。U字形付着割裂防止筋は、図2(a)のように
足部4bが直線のものと、図2(b)のように足部4b
の先端に曲げ4cが設けられたもののいずれも使用され
るが、使用の方法は同様である。図1の上半分に示すよ
うに、曲部4aで主筋2を囲み、足部4bを主筋2に直
交させ、足部先端が構造体1の内側に向くようにして配
設される。コンクリート部材の角部においては同図示す
るように足部がコンクリート部材の中心方向に向けて配
設される。
First, the U-shaped attachment split preventing muscle 4 will be described. As shown in FIG. 2, the U-shaped attachment split preventing muscle 4 is
It is formed into a U-shape having a bent portion 4a having a shape in which a round or deformed rebar is bent to surround the main bar 2 and foot portions 4b are provided at both ends. The U-shaped attachment splitting preventing muscle has a straight leg portion 4b as shown in FIG. 2 (a) and a leg portion 4b as shown in FIG. 2 (b).
Any of those having a bend 4c at the tip thereof is used, but the method of use is the same. As shown in the upper half of FIG. 1, the curved portion 4a surrounds the main bar 2, the leg 4b is orthogonal to the main bar 2, and the distal ends of the legs are arranged so as to face the inside of the structure 1. At the corners of the concrete member, as shown in the drawing, the feet are arranged toward the center of the concrete member.

【0017】配筋の際には、図4に示すように複数のU
字形付着割裂防止筋4の曲部4aの外側を連結部材6に
より溶接などにより連結して梯子形に成形し、この梯子
形材を図4のように主筋2の周辺に配設すれば、簡単に
複数のU字形付着割裂防止筋4が配筋できる。
When arranging a plurality of U's, as shown in FIG.
If the outside of the curved portion 4a of the character-shaped attachment splitting preventing bar 4 is connected to the connecting member 6 by welding or the like to form a ladder shape, and this ladder shape member is arranged around the main bar 2 as shown in FIG. A plurality of U-shaped attachment split preventing muscles 4 can be arranged in the.

【0018】これにより、主筋2の回りのコンクリート
がU字形付着割裂防止筋4により拘束されて、コンクリ
ートの割裂破壊が防止されコンクリート強度が向上す
る。
As a result, the concrete around the main reinforcing bar 2 is restrained by the U-shaped adherent split preventing bar 4, the splitting fracture of the concrete is prevented, and the concrete strength is improved.

【0019】次にコ字形付着割裂防止筋5について説明
する。コ字形付着割裂防止筋5は、図3に示すように、
丸又は異形鉄筋を曲げて背部5aと足部5bを有するコ
字形に成形されている。そして、図1の下半分に示すよ
うに、両側の足部5bで2つの主筋2、2を抱き、背部
5aが主筋2の軸に直交して配設される。コ字形付着割
裂防止筋も、図3(a)のように足部5bが直線のもの
と、図3(b)のように足部5bの先端に曲げ5cが設
けられたもののいずれも使用されるが、使用の方法は同
様である。
Next, the U-shaped attachment splitting preventing muscle 5 will be described. As shown in FIG. 3, the U-shaped attachment splitting preventing muscle 5 is
A round or deformed reinforcing bar is bent to have a U-shape having a back portion 5a and a foot portion 5b. Then, as shown in the lower half of FIG. 1, the two main muscles 2 and 2 are held by the foot portions 5b on both sides, and the back portion 5a is arranged orthogonal to the axis of the main muscle 2. As for the U-shaped attachment splitting prevention muscle, both the leg portion 5b having a straight line as shown in FIG. 3 (a) and the leg portion 5b provided with a bend 5c as shown in FIG. 3 (b) are used. However, the method of use is the same.

【0020】コ字形付着割裂防止筋5の場合も、配筋の
際に図5に示すように複数のコ字形付着割裂防止筋5の
背部5aの外側を連結部材7により溶接などにより連結
して梯子形に成形し、この梯子形材を図5のように2つ
の主筋2、2の周辺に配設すれば、簡単に複数のコ字形
付着割裂防止筋5が配筋できる。
Also in the case of the U-shaped attachment / split prevention bar 5, when arranging, as shown in FIG. 5, the outsides of the back portions 5a of the plurality of U-shaped attachment / split prevention bars 5 are connected by a connecting member 7 by welding or the like. By forming a ladder shape and disposing this ladder shape member around the two main bars 2 and 2 as shown in FIG. 5, a plurality of U-shaped attachment split preventing bars 5 can be easily arranged.

【0021】これにより、主筋2の回りのコンクリート
がコ字形付着割裂防止筋5により拘束されて、U字形付
着割裂防止筋4と同様にコンクリートの割裂破壊が防止
されコンクリート強度が向上する。
As a result, the concrete around the main bar 2 is restrained by the U-shaped adhesive split preventing bar 5, and like the U-shaped adhesive split preventing bar 4, the fracture of concrete is prevented and the concrete strength is improved.

【0022】[0022]

【発明の効果】以上説明したように、本発明のU字形付
着割裂防止筋とそれを使用したコンクリート部材は、U
字形あるいはコ字形付着割裂防止筋を主筋に沿って配設
しているので、コンクリート部材に外力が作用した場合
に主筋に沿ってコンクリートを割り裂こうとする作用を
付着割裂防止筋によって抑制し、コンクリート部材の強
度を向上する。
As described above, the U-shaped adhesive splitting prevention bar of the present invention and the concrete member using the same are U-shaped.
Since the U-shaped or U-shaped adhesive splitting prevention muscle is arranged along the main bar, the action of attempting to split the concrete along the main bar when external force acts on the concrete member is suppressed by the adhesive splitting prevention bar, Improve the strength of concrete members.

【0023】すなわち、本発明の付着割裂防止筋を使用
すれば、主筋及びせん断補強筋の高強度が有効に活用さ
れるので、部材強度を算出する際に、せん断強度式には
高強度せん断補強筋を使用し、付着強度式には安価な付
着割裂防止筋を累加的に使用することで、一層鉄筋のコ
ストを減じ低コストで信頼性の高い高強度のコンクリー
ト部材が得られる。
That is, since the high strength of the main reinforcing bar and the shear reinforcing bar is effectively utilized when the adhesive split preventing bar of the present invention is used, when the member strength is calculated, the high strength shear reinforcing bar is used in the shear strength formula. By using reinforcing bars, and by additionally using inexpensive adhesive split preventing bars in the bond strength formula, it is possible to further reduce the cost of the reinforcing bar and to obtain a highly reliable concrete member at low cost with high reliability.

【0024】また、複数のU字形付着割裂防止筋あるい
はコ字形付着割裂防止筋を軸方向に延長された連結部材
により梯子形に連結し、この梯子形材を主筋に沿って配
設するようにすれば配筋の施工が容易になり、施工コス
トが低減できる。
Further, a plurality of U-shaped attachment splitting preventing bars or U-shaped attachment splitting preventing bars are connected in a ladder shape by a connecting member extending in the axial direction, and the ladder-shaped members are arranged along the main bars. If this is done, construction of the bar arrangement becomes easier, and construction costs can be reduced.

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

【図1】本発明実施形態の付着割裂防止筋を施行した鉄
筋コンクリート部材の断面図である。
FIG. 1 is a cross-sectional view of a reinforced concrete member provided with an adhesion split preventing bar of an embodiment of the present invention.

【図2】本発明実施形態のU字形付着割裂防止筋の外観
図である。
FIG. 2 is an external view of a U-shaped attachment split preventing muscle according to the embodiment of the present invention.

【図3】本発明実施形態のコ字形付着割裂防止筋の外観
図である。
FIG. 3 is an external view of a U-shaped attachment splitting preventing muscle according to the embodiment of the present invention.

【図4】本発明実施形態の梯子形に組んだU字形付着割
裂防止筋の施工図である。
[Fig. 4] Fig. 4 is a construction drawing of a U-shaped attachment splitting prevention bar assembled in a ladder shape according to the embodiment of the present invention.

【図5】本発明実施形態の梯子形に組んだコ字形付着割
裂防止筋の施工図である。
FIG. 5 is a construction diagram of a U-shaped attachment splitting prevention bar assembled in a ladder shape according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 コンクリート部材、2 主筋、3 せん断補強筋、
4、4´ コ字形付着割裂防止筋、5、5´ U字形付
着割裂防止筋、6 連結部材、7 連結部材
1 concrete members, 2 main bars, 3 shear reinforcement bars,
4, 4'U-shaped adhesive split preventing muscle 5, 5'U-shaped adhesive split preventing muscle, 6 connecting member, 7 connecting member

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 U字形の鉄筋で該U字の曲部で主筋を取
り巻き、その足部が主筋の軸方向に直交してコンクリー
ト部材の内部側に向くようにして、主筋に沿って配設さ
れることを特徴とするコンクリート部材のU字形付着割
裂防止筋。
1. A U-shaped reinforcing bar surrounds the main bar around the U-shaped bent portion, and its foot portion is disposed along the main bar so that the legs are orthogonal to the axial direction of the main bar and face the inner side of the concrete member. U-shaped attachment splitting prevention bar of a concrete member, characterized in that
【請求項2】 コ字形の鉄筋で該コ字の両足部がそれぞ
れ別の主筋を抱き、該コ字の足部と背部が主筋の軸方向
に直交し、該足部がコンクリート部材の内部側に向くよ
うにして、主筋に沿って配設されることを特徴とするコ
ンクリート部材のコ字形付着割裂防止筋。
2. A U-shaped reinforcing bar, wherein both legs of the U-shape hold separate main bars, the U-shaped foot and the back are orthogonal to the axial direction of the main bar, and the feet are on the inner side of the concrete member. A U-shaped attachment split preventing bar of a concrete member, which is arranged along the main bar so as to face to.
【請求項3】 U字の曲部が主筋を取り巻くU字形付着
割裂防止筋が、該U字の足部が主筋の軸方向に直交して
コンクリート部材の内部側に向くようにして、主筋に沿
って複数配設されたことを特徴とするコンクリート部
材。
3. A U-shaped attachment splitting preventive bar in which a U-shaped curved portion surrounds the main bar is arranged on the main bar so that the U-shaped foot portion faces the inside of the concrete member at right angles to the axial direction of the main bar. A concrete member characterized in that a plurality of them are arranged along it.
【請求項4】 複数の前記U字形付着割裂防止筋が、主
筋の軸方向に延長された連結部材により梯子形に連結さ
れ、該連結された梯子形材が主筋に沿って配設されたこ
とを特徴とする請求項3に記載のコンクリート部材。
4. A plurality of the U-shaped attachment-splitting prevention bars are connected in a ladder shape by a connecting member extending in the axial direction of the main bar, and the connected ladder-shaped members are arranged along the main bar. The concrete member according to claim 3, wherein
【請求項5】 コ字の両足部がそれぞれ別の主筋を抱く
コ字形付着割裂防止筋が、該コ字の足部と背部が主筋の
軸方向に直交し、該足部がコンクリート部材の内部側に
向くようにして、主筋に沿って複数配設されたことを特
徴とするコンクリート部材。
5. The U-shaped attachment splitting preventing muscle in which both U-shaped legs hold different main muscles, the U-shaped foot portion and the back portion are orthogonal to the axial direction of the main muscle, and the foot portions are inside the concrete member. A concrete member characterized in that a plurality of the members are arranged along the main bar so as to face the side.
【請求項6】 複数の前記コ字形付着割裂防止筋が、主
筋の軸方向に延長された連結部材により梯子形に連結さ
れ、該連結された梯子形材が主筋に沿って配設されたこ
とを特徴とする請求項5に記載のコンクリート部材。
6. A plurality of the U-shaped attachment / split preventing bars are connected in a ladder shape by a connecting member extending in the axial direction of the main bar, and the connected ladder members are arranged along the main bar. The concrete member according to claim 5, wherein
【請求項7】 高強度せん断補強筋と、低強度鋼材を使
用した前記付着割裂防止筋とが配設されたことを特徴と
する請求項3から6のいずれかに記載のコンクリート部
材。
7. The concrete member according to claim 3, wherein a high-strength shear reinforcing bar and the adhesive split preventing bar made of a low-strength steel material are provided.
JP2001247357A 2001-08-16 2001-08-16 Bond splitting prevention bars and concrete members Expired - Fee Related JP4151245B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
JP2001247357A JP4151245B2 (en) 2001-08-16 2001-08-16 Bond splitting prevention bars and concrete members

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JP2003056119A true JP2003056119A (en) 2003-02-26
JP4151245B2 JP4151245B2 (en) 2008-09-17

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100946274B1 (en) * 2009-06-19 2010-03-09 공주대학교 산학협력단 Structural frame for intensity reinforcement of concrete structure
WO2016178451A3 (en) * 2015-05-04 2017-05-18 삼성물산 (주) Psc structure formed from triangular net arrangement, and construction method therefor

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6266200B2 (en) * 2012-05-18 2018-01-24 高周波熱錬株式会社 Reinforcing bar structure and reinforced concrete member using the same
NZ610739A (en) 2012-05-18 2014-04-30 Neturen Co Ltd Rebar structure and reinforced concrete member
KR102061219B1 (en) * 2019-03-14 2020-01-02 박성욱 Type V-BAR Reinforced Assembly

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04120341A (en) * 1990-09-12 1992-04-21 Tokyu Constr Co Ltd Semi-prefabricated concrete reinforcement of mild steel bars for pillar hoop and reinforcement arranging method
JPH0578742U (en) * 1992-02-13 1993-10-26 川崎製鉄株式会社 Lateral reinforcement
JPH06248800A (en) * 1993-02-26 1994-09-06 Shimizu Corp Stirrup design support device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04120341A (en) * 1990-09-12 1992-04-21 Tokyu Constr Co Ltd Semi-prefabricated concrete reinforcement of mild steel bars for pillar hoop and reinforcement arranging method
JPH0578742U (en) * 1992-02-13 1993-10-26 川崎製鉄株式会社 Lateral reinforcement
JPH06248800A (en) * 1993-02-26 1994-09-06 Shimizu Corp Stirrup design support device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100946274B1 (en) * 2009-06-19 2010-03-09 공주대학교 산학협력단 Structural frame for intensity reinforcement of concrete structure
WO2016178451A3 (en) * 2015-05-04 2017-05-18 삼성물산 (주) Psc structure formed from triangular net arrangement, and construction method therefor

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