JP2849262B2 - Tightening structure of reinforcing bars in reinforcing bars - Google Patents
Tightening structure of reinforcing bars in reinforcing barsInfo
- Publication number
- JP2849262B2 JP2849262B2 JP4027715A JP2771592A JP2849262B2 JP 2849262 B2 JP2849262 B2 JP 2849262B2 JP 4027715 A JP4027715 A JP 4027715A JP 2771592 A JP2771592 A JP 2771592A JP 2849262 B2 JP2849262 B2 JP 2849262B2
- Authority
- JP
- Japan
- Prior art keywords
- connecting member
- main
- bar
- auxiliary
- muscle
- 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
Description
【0001】[0001]
【産業上の利用分野】この発明は鉄筋篭の積重ね保管、
運搬、吊上げのため、鉄筋相互の緊結強度を強めたい部
位、場合に用いる鉄筋先組における鉄筋の緊結構造に関
するものである。BACKGROUND OF THE INVENTION The present invention relates to a stacked storage of reinforced cages,
The present invention relates to a portion where reinforcement between reinforcing bars is desired to be strengthened for carrying and lifting, and a reinforcing structure of reinforcing bars in a reinforcing bar pre-assembly used in some cases.
【0002】[0002]
【従来の技術】従来、鉄筋コンクリートの鉄筋は、通常
直径0.8mm程度の鉄棒でしばりつけて組立てる。し
かしながら緊結強度は弱く、先組では、これだけでは不
十分であった。2. Description of the Related Art Conventionally, a reinforcing steel bar of reinforced concrete is usually attached with an iron rod having a diameter of about 0.8 mm and assembled. However, the bond strength was weak, and this was not enough in the first group.
【0003】そこで先組の場合は、鉄筋篭の積重ね、運
搬、吊上げ等のため、特に強い緊結を必要とするとき
は、直径2mm乃至3mm程度の鉄線を複数回巻いて固
定していた。また鉄筋相互を直接アーク溶接して固定す
ることもあった。[0003] Therefore, in the case of the pre-assembly, when particularly strong binding is required for stacking, transporting, lifting, etc. of the reinforcing bar, an iron wire having a diameter of about 2 mm to 3 mm is wound and fixed a plurality of times. In some cases, the reinforcing bars were directly fixed by arc welding.
【0004】[0004]
【発明が解決しようとする課題】ところで前記従来の緊
結では次の通り種々の問題点を有していた。However, the above-mentioned conventional binding has various problems as follows.
【0005】(1) 直径3mm程度の鉄線は、鉄筋とのな
じみが悪く、複数回巻きの緊結は均等に締められず、信
頼性が低く、また緊結に時間を要するものであった。(1) An iron wire having a diameter of about 3 mm does not fit well with a reinforcing bar, and cannot be uniformly tightened in a plurality of turns, has low reliability, and requires a long time to be tightened.
【0006】(2) 鉄筋相互を直接アーク溶接する場合
は、異形鉄筋表面の凹凸部にまたがる溶接のため、溶接
量が多くなる。しかしながらアーク溶接は作業能率が著
しく悪く、作業環境を悪くし、非熟練の作業員では溶接
部強度の信頼性が低く、鉄筋の断面欠損が生じることも
あった。また高強度鉄筋では溶接の熱影響による材質変
化を生じ、安易に溶接できない、等の問題点があった。[0006] (2) In the case of direct arc welding of rebars, the amount of welding increases because the welding is performed over uneven portions on the surface of the deformed rebar. However, arc welding has a remarkably poor work efficiency and worsens the work environment, and unskilled workers have low reliability of the strength of the welded portion and sometimes have a cross-sectional defect of a reinforcing bar. In addition, the high-strength rebar has a problem that the material changes due to the heat effect of welding, and welding cannot be easily performed.
【0007】この発明は前記事情に鑑み開発したもの
で、人手不足に対応して、組立能率向上、作業安全性向
上、関連工事との連携円滑化に有効な鉄筋の緊結構造を
提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been developed in view of the above circumstances, and an object of the present invention is to provide a rebar tying structure that is effective in improving assembly efficiency, improving work safety, and facilitating cooperation with related works in response to a shortage of labor. Aim.
【0008】[0008]
【課題を解決するための手段】この発明は主筋と補助筋
を緊結するに際して、円形断面の鋼片を予め連結材とし
て形成し、この連結材を緊結しようとする主筋に巻くよ
うに取付け、連結材の端部において補助筋と接する部分
を電気抵抗溶接して、主筋と補助筋を緊結した構造が主
要部である。According to the present invention, a steel piece having a circular cross section is formed in advance as a connecting member when the main and auxiliary muscles are tightened, and this connecting material is attached so as to be wound around the main muscle to be tightened. The main part is a structure in which a portion in contact with the auxiliary muscle at the end of the material is electrically resistance-welded to connect the main muscle and the auxiliary muscle.
【0009】その詳細は次の通りであり、1番目の発明
は主筋の断面と同一曲率に折曲部を形成した連結材を前
記折曲部において主筋に巻くよう取付け、前記連結材の
両端直線部において補強筋と当接させ、その当接部にお
いて電気抵抗溶接して主筋と補助筋を緊結してある。The details are as follows. In the first invention, a connecting member having a bent portion formed at the same curvature as the cross section of the main bar is attached so as to be wound around the main bar at the bent portion, and both ends of the connecting member are straightened. The reinforcement is brought into contact with the reinforcing bar at the portion, and the main bar and the auxiliary bar are tied by electric resistance welding at the contact portion.
【0010】主筋の断面と同一曲率に折曲部を形成した
連結材を、前記折曲部において主筋に巻くよう取付け、
前記連結材の両端部に直角に折曲した直線状フック部を
設け、直交する補助筋に前記直線状フック部を当接させ
その当接部において電気抵抗溶接して主筋と補助筋を緊
結してある。A connecting member having a bent portion having the same curvature as the cross section of the main bar is attached so as to be wound around the main bar at the bent portion.
A straight hook portion bent at a right angle is provided at both ends of the connecting member, and the straight hook portion is brought into contact with an orthogonal auxiliary muscle, and electric resistance welding is performed at the abutting portion to tighten the main muscle and the auxiliary muscle. It is.
【0011】主筋の断面と同一曲率に折曲部を形成した
連結材を、前記折曲部において主筋に巻くよう取付け、
前記連結材の両端部を内側に折曲し、両端部間の間隔が
補助筋の直径と同一になるようにし、連結材の直接部を
補強筋と当接させ、その当接部において電気抵抗溶接し
て主筋と補助筋を緊結してある。A connecting member having a bent portion having the same curvature as the cross section of the main bar is attached so as to be wound around the main bar at the bent portion.
Both ends of the connecting member are bent inward so that the distance between both ends is equal to the diameter of the auxiliary muscle, and the direct portion of the connecting member is brought into contact with the reinforcing bar, and the electrical resistance at the abutting portion. The main and auxiliary muscles are tied together by welding.
【0012】[0012]
【実施例】以下図示した実施例に基いて説明する。この
発明は鉄筋先組工法において、主筋1と補助筋2とを緊
結するに際して、円形断面鋼片を所要の形状に折曲げ予
め連結材として形成し、この連結材の中間折曲部におい
て主筋1に巻くように取付け、連結材の両端直線部にお
いて補強筋2と当接せしめ、この当接部分を電気抵抗溶
接して、主筋1と補助筋2を緊結するものである。DESCRIPTION OF THE PREFERRED EMBODIMENTS The following is an explanation based on the illustrated embodiment. According to the present invention, in the rebar pre-assembly method, when the main reinforcing bar 1 and the auxiliary reinforcing bar 2 are tightened, a steel slab having a circular cross section is bent into a required shape and formed as a connecting member in advance, and the main reinforcing bar 1 is formed at an intermediate bent portion of the connecting member. The main bar 1 and the auxiliary bar 2 are tightly connected to each other by contacting the reinforcing bars 2 at the straight portions at both ends of the connecting member, and welding the contact portions with electric resistance.
【0013】図1,図2に示す第1の発明では、連結材
4は円形断面の鋼片をU字状に形成したものである。そ
の中間折曲部分は主筋1の断面と同一曲率に折曲して主
筋巻接部4aとなしている。In the first invention shown in FIGS. 1 and 2, the connecting member 4 is formed by forming a steel slab having a circular cross section into a U-shape. The intermediate bent portion is bent at the same curvature as the cross section of the main bar 1 to form a main bar wrap portion 4a.
【0014】緊結するに際しては、連結材4の主筋巻接
部4aにおいて主筋1の半周を巻接し、さらに連結材4
の両端直線状部分を主筋1に直交する補助筋2の周側面
に当接し、当接部分に電気抵抗溶接を行う。At the time of binding, a half circumference of the main bar 1 is wound around the main bar winding portion 4a of the connecting member 4, and
Are in contact with the peripheral side surface of the auxiliary muscle 2 orthogonal to the main muscle 1, and electric resistance welding is performed on the abutting part.
【0015】図3、図4、に示す実施例では、同様に補
助筋2の直角に折曲した部分を主筋1に取付けたもの
で、使用する連結材6は円形断面の鋼片の中間部を直角
に折曲した略L字状に形成したものである。その中間折
曲部分は主筋1の断面と同一曲率に折曲して主筋巻接部
6aとなしている。In the embodiment shown in FIGS. 3 and 4, similarly, a portion of the auxiliary muscle 2 bent at a right angle is attached to the main muscle 1, and the connecting member 6 used is an intermediate portion of a steel slab having a circular cross section. Is formed in a substantially L-shape bent at a right angle. The middle bent portion is bent to have the same curvature as the cross section of the main bar 1 to form a main bar winding portion 6a.
【0016】緊結するに際しては、連結材6の主筋巻接
部6aにおいて主筋1の半周を巻接し、さらに連結材6
の両端直線状部分を主筋1に直交する補助筋2の周側面
に当接し、それぞれの当接部分に電気抵抗溶接を行う。At the time of tightening, a half of the circumference of the main bar 1 is wrapped around the main bar wrap portion 6a of the connecting member 6, and the connecting member 6
Are in contact with the peripheral side surface of the auxiliary muscle 2 orthogonal to the main muscle 1, and electric resistance welding is performed on each abutting part.
【0017】図5、図6に示す実施例も同様に、主筋1
に補助筋2を直交せしめ、主筋1にはさらに隣接して補
助筋7のフック部分が巻接された個所において、主筋1
と補助筋2を連結材9により緊結した態様を示したもの
である。使用する連結材9は円形断面の鋼片の中間部を
折曲した略V字状に形成したものである。その中間折曲
部分は主筋1の断面と同一曲率に折曲して主筋巻接部9
aとなしている。The embodiment shown in FIG. 5 and FIG.
The auxiliary muscle 2 is made orthogonal to the main muscle 1, and at the point where the hook portion of the auxiliary muscle 7 is wound adjacent to the main muscle 1,
FIG. 2 shows an aspect in which the auxiliary muscle 2 and the auxiliary muscle 2 are tied by a connecting member 9. The connecting member 9 to be used is formed by bending a middle portion of a steel slab having a circular cross section into a substantially V shape. The middle bent portion is bent to the same curvature as the cross section of the main bar 1 to form a main bar winding portion 9.
a.
【0018】緊結に際しては、連結材9の主筋巻接部9
aにおいて主筋1の半周を巻接し、さらに連結材9の両
端直線部を主筋1に直交する補助筋2の周側面に当接
し、それぞれの当接部分に電気抵抗溶接を行う。At the time of tightening, the main reinforcement 9 of the connecting member 9
In FIG. 5A, a half circumference of the main bar 1 is wound and the straight portions at both ends of the connecting member 9 are abutted on the peripheral side surface of the auxiliary bar 2 orthogonal to the main bar 1, and electric resistance welding is performed on the respective abutting portions.
【0019】図7、図8に示す実施例も同様に、主筋1
に補助筋2を直交せしめ、主筋1にはさらに隣接して補
助筋7のフック部分が巻接された個所において、主筋1
と補助筋7を連結材10により緊結した態様を示したも
のである。使用する連結材10は円形断面の鋼片の中間
部を前記連結材9より角度を開いた状態で折曲し、略V
字状に形成したものである。その中間折曲部分は主筋1
の断面と同一曲率に折曲して主筋巻接部10aとなして
いる。The embodiment shown in FIG. 7 and FIG.
The auxiliary muscle 2 is made orthogonal to the main muscle 1, and at the point where the hook portion of the auxiliary muscle 7 is wound adjacent to the main muscle 1,
FIG. 2 shows a state in which the auxiliary muscle 7 is tied to the auxiliary muscle 7 by a connecting member 10. The connecting member 10 to be used is formed by bending an intermediate portion of a steel slab having a circular cross section at an angle wider than that of the connecting member 9,
It is formed in the shape of a letter. The middle bent part is main bar 1
Is bent to have the same curvature as the cross section of FIG.
【0020】緊結に際しては、連結材10の主筋巻接部
10aにおいて主筋1の半周を巻接し、さらに連結材1
0の両端直線部を主筋1に引掛けた補助筋7のフック部
分に当接し、それぞれの当接部分に電気抵抗溶接を行
う。At the time of binding, a half circumference of the main bar 1 is wrapped around the main bar wrapping portion 10a of the connecting member 10, and
The straight portions at both ends of 0 are brought into contact with the hook portions of the auxiliary bars 7 hooked on the main bars 1, and electric resistance welding is performed on the respective contact portions.
【0021】図9、図10、図11に示す第2の発明で
は、補助筋2の直角に折曲した直線状部分を主筋1に取
付けたもので、使用する連結材5は円形断面の鋼片の中
間部を直角に折曲げ基部5aを形成し、基部5aの中間
折曲部分を主筋1の断面と同一曲率に折曲して主筋巻接
部5bとなし、さらに基部5aの両端部をそれぞれ直角
に折曲し直線状のフック5cを設けたものである。In the second invention shown in FIGS. 9, 10 and 11, a straight-line portion of the auxiliary muscle 2 bent at a right angle is attached to the main muscle 1, and the connecting member 5 used is a steel having a circular cross section. A middle portion of the piece is bent at a right angle to form a base 5a, and an intermediate bent portion of the base 5a is bent to the same curvature as the cross section of the main bar 1 to form a main bar winding contact portion 5b, and furthermore, both ends of the base 5a are formed. Each of the hooks 5c is bent at a right angle and provided with a straight hook 5c.
【0022】緊結するに際しては連結材の連結材5の主
筋巻接部5bにおいて主筋1の半周を巻接し、さらに直
交する補助筋2に直線状フック5cを引掛け、補助筋2
とフック5cとの当接部分に電気抵抗溶接を行ってい
る。At the time of binding, a half circumference of the main bar 1 is wrapped around the main bar winding portion 5b of the connecting member 5 of the connecting member, and a linear hook 5c is hooked on the orthogonal auxiliary bar 2 so that the auxiliary bar 2 is hooked.
Resistance welding is performed on the contact portion between the hook and the hook 5c.
【0023】図12、図13、図14に示す実施例の発
明は主筋1に補助筋2を直交させ、主筋1にはさらに隣
接して補助筋7のフック部分が巻接された個所におい
て、主筋1と補助筋2を連結材8により緊結した態様を
示したものである。使用する連結材8は円形断面の鋼片
の中間部を折曲し、略V字状に形成し基部8aを形成
し、基部8aの中間部分を主筋1の断面と同一曲率に折
曲して主筋巻接部8bとなし、さらに基部8aの両端部
をそれぞれに直角に折曲し直線状のフック8cを設けた
ものである。In the embodiment of the invention shown in FIGS. 12, 13 and 14, the auxiliary muscle 2 is orthogonal to the main muscle 1, and the hook of the auxiliary muscle 7 is wound adjacent to the main muscle 1 further. This shows an aspect in which the main muscle 1 and the auxiliary muscle 2 are tied by a connecting member 8. The connecting member 8 to be used is formed by bending an intermediate portion of a steel slab having a circular cross section to form a substantially V-shape to form a base 8a, and bending the intermediate portion of the base 8a to the same curvature as the cross section of the main bar 1. A main hook 8b is formed, and both ends of the base 8a are bent at right angles to each other to provide a linear hook 8c.
【0024】緊結するに際しては、連結材8の基部8a
において主筋1の半周を巻接し、さらに直交する補助筋
2に直線状のフック8cを引掛け、補助筋2とフック8
cとの当接部分に電気抵抗溶接を行なっている。At the time of binding, the base 8a of the connecting member 8
, A half circumference of the main muscle 1 is wrapped around, and a straight hook 8 c is hooked on the orthogonal auxiliary muscle 2, and the auxiliary muscle 2 and the hook 8 are hooked.
The electric resistance welding is performed on the contact portion with c.
【0025】図15乃至図17に示す第3の発明におい
ては、補助筋2の直角に折曲した部分を主筋1に当接し
て取付けたもので、使用する連結材11は円形断面の鋼
片の中間部を折曲しU字状の基部11aを形成し、基部
11aの中間部分を主筋1の断面と同一曲率に折曲した
主筋巻接部11bとなし、さらに基部11の両端部をそ
れぞれ内側に折曲し、折曲端部間の間隔が補助筋2の直
径と同一になるようにして直線状の補助筋当接部11c
を形成したものである。In the third invention shown in FIGS. 15 to 17, a portion of the auxiliary muscle 2 bent at a right angle is attached in contact with the main muscle 1, and the connecting member 11 used is a steel slab having a circular cross section. Is bent to form a U-shaped base portion 11a, and the middle portion of the base portion 11a is formed as a main reinforcement winding contact portion 11b bent to have the same curvature as the cross section of the main reinforcement 1. Further, both ends of the base portion 11 are formed. The auxiliary muscle contact portion 11c is bent inward so that the distance between the bent ends is equal to the diameter of the auxiliary muscle 2.
Is formed.
【0026】緊結するに際しては、まず補助筋2の主筋
との当接部分において、連結材11の主筋巻接部11b
で主筋1の半周を巻接し、さらに連結材11の両端補助
筋当接部11c,11c間に補助筋2を挟持せしめるよ
うにして当接し、当接部分に電気抵抗溶接を行う。さら
に補助筋2の隅角部分において、より基部11aの脚が
長い連結材11を使用し、連結材11の主筋巻接部11
bで主筋1の半周を巻接し、さらに連結材11の両端直
線補助筋当接部11c,11cで補助筋2の隅角部に隣
接した個所を挟持せしめるようにして当接し、当接部分
に電気抵抗溶接を行う。At the time of tightening, first, at the contact portion of the auxiliary muscle 2 with the main muscle, the main muscle winding contact portion 11b of the connecting member 11 is formed.
Then, a half circumference of the main bar 1 is wound, and the auxiliary bar 2 is held between the auxiliary bar abutting portions 11c, 11c of the connecting member 11 so that the auxiliary bar 2 is sandwiched therebetween, and the contact portion is subjected to electric resistance welding. Further, in the corner portion of the auxiliary muscle 2, the connecting member 11 having a longer leg of the base 11 a is used.
The semi-circumference of the main bar 1 is wound around at b, and furthermore, the two adjacent linear auxiliary bar contact portions 11c of the connecting member 11 are brought into contact with each other so that a portion adjacent to the corner of the auxiliary bar 2 is clamped. Conduct electric resistance welding.
【0027】[0027]
【発明の効果】この発明は以上の構成からなり、連結材
の折曲部は主筋の断面と同一曲率に形成してあるので主
筋に連結材を巻付けて取付ける作業が容易である。また
連結材の両端には直線状部があり、この直線状部を主筋
に当接させるので、その当接部は実質的に点接触になり
電気抵抗溶接の溶接量が少なくてすみ、かつ材質変化も
なく、確実な溶接が期待でき、しかも2番目,3番目の
発明ではより連結作業を容易とするとともにその溶接を
確実にして所要の強度をもたらすことができる。According to the present invention, the bent portion of the connecting member is formed to have the same curvature as the cross section of the main bar, so that the connecting member is easily wound around the main bar and attached. In addition, there are linear portions at both ends of the connecting material, and the linear portions are brought into contact with the main bars, so that the contact portions are substantially in point contact, so that the amount of electric resistance welding can be reduced, and the material can be reduced. A reliable welding can be expected without any change, and in the second and third inventions, the connection work can be made easier, and the welding can be reliably performed to provide a required strength.
【図1】第1の発明の使用状態を示す右側面図である。FIG. 1 is a right side view showing a use state of the first invention.
【図2】第1の発明の使用状態を示す正面図である。FIG. 2 is a front view showing a use state of the first invention.
【図3】第1の発明の変形例の使用状態を示す右側面図
である。FIG. 3 is a right side view showing a use state of a modification of the first invention.
【図4】前記変形例の使用状態を示す正面図である。FIG. 4 is a front view showing a usage state of the modification.
【図5】他の変形例の使用状態を示す右側面図である。FIG. 5 is a right side view showing a use state of another modification.
【図6】前記実施例の使用状態を示す正面図である。FIG. 6 is a front view showing a use state of the embodiment.
【図7】他の変形例の使用状態を示す右側面図である。FIG. 7 is a right side view showing a use state of another modification.
【図8】前記実施例の使用状態を示す正面図である。FIG. 8 is a front view showing a use state of the embodiment.
【図9】第2の発明の使用状態を示す右側面図である。FIG. 9 is a right side view showing a use state of the second invention.
【図10】前記発明の使用状態を示す正面図である。FIG. 10 is a front view showing a use state of the invention.
【図11】前記発明の使用状態を示す斜視図である。FIG. 11 is a perspective view showing a use state of the invention.
【図12】前記発明の他の実施例の使用状態を示す右側
面図である。FIG. 12 is a right side view showing a use state of another embodiment of the invention.
【図13】前記実施例の使用状態を示す正面図である。FIG. 13 is a front view showing a use state of the embodiment.
【図14】前記実施例の使用状態を示す斜視図である。FIG. 14 is a perspective view showing a use state of the embodiment.
【図15】第3の発明の使用状態を示す正面図である。FIG. 15 is a front view showing a use state of the third invention.
【図16】前記実施例の使用状態を示す右側面図であ
る。FIG. 16 is a right side view showing a use state of the embodiment.
【図17】前記実施例の使用状態を示す断面図である。FIG. 17 is a sectional view showing a use state of the embodiment.
1……主筋、2……補助筋、3……連結材、3a……基
部、3b……主筋当接部、3c……フック、4……連結
材、4a……主筋巻接部、5……連結材、5a……基
部、5b……主筋巻接部、5c……フック、6……連結
材、6a……主筋巻接部、7……補助筋、7b……主筋
巻接部、8……連結材、8a……基部、8c……フッ
ク、9……連結材、9a……主筋巻接部、10……連結
材、10a……主筋巻接部、11……連結材、11a…
…基部、11b……主筋巻接部、11c……補助筋当接
部、12……連結材、12a……主筋巻接部、12b…
…補助筋当接部。DESCRIPTION OF SYMBOLS 1 ... Main bar, 2 ... Auxiliary bar, 3 ... Connecting member, 3a ... Base, 3b ... Main bar contact portion, 3c ... Hook, 4 ... Connecting member, 4a ... Main bar winding portion, 5 ... Connecting material, 5a... Base, 5b... Main bar wrapping portion, 5c... Hook, 6... Connecting material, 6a… Main bar wrapping portion, 7… Auxiliary bar, 7b. , 8 ... connecting member, 8a ... base portion, 8c ... hook, 9 ... connecting member, 9a ... main bar winding portion, 10 ... connecting member, 10a ... main bar winding portion, 11 ... connecting member , 11a ...
... Base, 11b... Main muscle contact portion, 11c... Auxiliary muscle contact portion, 12... Connecting material, 12a.
... Auxiliary muscle contact part.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 縄田 信一 栃木県小山市横倉新田520番地 東京鐵 鋼株式会社内 (72)発明者 渡辺 昇 栃木県小山市横倉新田520番地 東京鐵 鋼株式会社内 (56)参考文献 特開 昭47−33424(JP,A) 特開 平4−20659(JP,A) 特開 昭60−226947(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04C 5/06──────────────────────────────────────────────────の Continued on the front page (72) Shinichi Nawata, Inventor Shinichi 520 Yokokura Nitta, Oyama City, Tochigi Prefecture Inside (72) Inventor Noboru Watanabe 520 Yokokura Nitta, Oyama City, Tochigi Prefecture Tokyo Steel Steel Co., Ltd. In-company (56) References JP-A-47-33424 (JP, A) JP-A-4-20659 (JP, A) JP-A-60-226947 (JP, A) (58) Fields investigated (Int. . 6 , DB name) E04C 5/06
Claims (3)
た連結材を前記折曲部において主筋に巻くよう取付け、
前記連結材の両端直線部において補強筋と当接させ、そ
の当接部において電気抵抗溶接して主筋と補助筋を緊結
してあることを特徴とする鉄筋先組における鉄筋の緊結
構造。1. A connecting member having a bent portion having the same curvature as a cross section of a main bar is attached so as to be wound around the main bar at the bent portion.
A reinforcing bar tightening structure in a rebar pre-assembly, wherein a reinforcing bar is abutted at a straight portion at both ends of the connecting member, and the main bar and the auxiliary bar are tightened by electric resistance welding at the abutting portion.
た連結材を前記折曲部において主筋に巻くように取付
け、前記連結材の両端部に直角に折曲した直線状フック
部を設け、直交する補助筋に前記直線状フック部を当接
させ、その当接部において電気抵抗溶接して主筋と補助
筋を緊結してあることを特徴とする鉄筋先組における鉄
筋の緊結構造。2. A connecting member having a bent portion formed at the same curvature as the cross section of the main bar is attached so as to be wound around the main bar at the bent portion, and a straight hook portion bent at right angles to both ends of the connecting member. A reinforcing structure for reinforcing bars in a rebar pre-assembly, wherein the main hooks and the auxiliary bars are tightened by electrically resisting welding at the abutting portions so that the linear hook portions abut against the orthogonal auxiliary bars.
た連結材を、前記折曲部において主筋に巻くよう取付
け、前記連結材の両端部を内側に折曲し、両端部間の間
隔が補助筋の直径と同一になるようにし、連結材の直接
部を補強筋と当接させ、その当接部において電気抵抗溶
接して主筋と補助筋を緊結してあることを特徴とする鉄
筋先組における鉄筋の緊結構造。3. A connecting member having a bent portion formed at the same curvature as the cross section of the main bar is attached so as to be wound around the main bar at the bent portion, and both ends of the connecting member are bent inward, and between the both ends. The spacing is made to be the same as the diameter of the auxiliary muscle, the direct part of the connecting material is brought into contact with the reinforcement, and the main muscle and the auxiliary muscle are tied by electric resistance welding at the abutting part. Tightening structure of rebar in pre-assembly
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4027715A JP2849262B2 (en) | 1992-02-14 | 1992-02-14 | Tightening structure of reinforcing bars in reinforcing bars |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4027715A JP2849262B2 (en) | 1992-02-14 | 1992-02-14 | Tightening structure of reinforcing bars in reinforcing bars |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05280151A JPH05280151A (en) | 1993-10-26 |
JP2849262B2 true JP2849262B2 (en) | 1999-01-20 |
Family
ID=12228702
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4027715A Expired - Fee Related JP2849262B2 (en) | 1992-02-14 | 1992-02-14 | Tightening structure of reinforcing bars in reinforcing bars |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2849262B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6112511B2 (en) * | 2013-10-28 | 2017-04-12 | 大橋鉄工株式会社 | Tow hook manufacturing method |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60226947A (en) * | 1984-04-24 | 1985-11-12 | 三井建設株式会社 | Connection of profile reinforcing bar |
JPH07119527B2 (en) * | 1990-05-14 | 1995-12-20 | 鹿島建設株式会社 | Reinforcing bar connection method |
-
1992
- 1992-02-14 JP JP4027715A patent/JP2849262B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH05280151A (en) | 1993-10-26 |
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