JP2000104380A - Ribbed deformed reinforcing bar - Google Patents

Ribbed deformed reinforcing bar

Info

Publication number
JP2000104380A
JP2000104380A JP10276884A JP27688498A JP2000104380A JP 2000104380 A JP2000104380 A JP 2000104380A JP 10276884 A JP10276884 A JP 10276884A JP 27688498 A JP27688498 A JP 27688498A JP 2000104380 A JP2000104380 A JP 2000104380A
Authority
JP
Japan
Prior art keywords
reinforcing bar
thread
pair
mark
screw
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
JP10276884A
Other languages
Japanese (ja)
Other versions
JP3991251B2 (en
Inventor
Toshio Sekiguchi
利夫 関口
Hideo Yoshino
秀夫 吉野
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.)
Tokyo Tekko Co Ltd
Original Assignee
Tokyo Tekko 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 Tokyo Tekko Co Ltd filed Critical Tokyo Tekko Co Ltd
Priority to JP27688498A priority Critical patent/JP3991251B2/en
Publication of JP2000104380A publication Critical patent/JP2000104380A/en
Application granted granted Critical
Publication of JP3991251B2 publication Critical patent/JP3991251B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a ribbed deformed reinforcing bar which has a high screwing strength and prevents a projected mark for discriminating kinds of reinforcing bars from being broken when correcting a torsion. SOLUTION: The peripheral face of a reinforcing bar body 10 is provided with a pair of first face parts 11 mutually facing in the radial direction and a pair of second face parts 12 positioned between the first face parts to face each other in the radial direction. The first and second face parts 11, 12 extend along the longitudinal direction of the reinforcing bar body 10. A screw thread 20 is formed only on the pair of first face parts 11. Recessed cut faces 15 are formed at specified positions of the screw thread and a projected mark 30 to discriminate the kinds of the ribbed deformed reinforcing bars is formed on the cut face 15.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建造物のコンクリ
ート補強等に用いられるネジフシ鉄筋に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a thread reinforcing bar used for reinforcing concrete of a building or the like.

【0002】[0002]

【従来の技術】コンクリート補強用棒鋼材として、ネジ
フシを有するネジフシ鉄筋はよく知られている。このネ
ジフシ鉄筋は、カプラーナットと一対のロックナットを
介して連結できるため、連結作業を簡略化することがで
きる。このネジフシ鉄筋には、その種類、例えば降伏点
等で区分けされた種類、を表示することが、義務付けら
れている。この表示方法の一つとして、ネジフシ鉄筋の
端面に塗装を塗ることをが行われている。しかし、この
方法ではネジフシ鉄筋を切断した時に、種類を識別出来
なくなってしまう。
2. Description of the Related Art As a steel bar for reinforcing concrete, a thread reinforcing bar having a thread thread is well known. Since the thread reinforcing bar can be connected to the coupler nut via a pair of lock nuts, the connecting operation can be simplified. It is mandatory to display the type of the thread reinforcing bar, for example, the type classified by a yield point or the like. As one of the display methods, painting is performed on the end face of the screw reinforcing bar. However, in this method, when the thread reinforcing bar is cut, the type cannot be identified.

【0003】より好ましい表示方法として、特開平6−
47402号は、ネジフシ鉄筋の側面に所定ピッチ毎に
凸形状のマークを施すことを提案し、さらに、このマー
クをどこに形成すべきかを論じている。この議論を紹介
する前に、ネジフシ鉄筋について、簡単に説明してお
く。周知のように、ネジフシ鉄筋は、鉄筋本体と、この
鉄筋本体に形成されたネジ山とを有している。鉄筋本体
の周面は、径方向に対峙する一対の第1面部分と、第1
面部分間に位置する一対の第2面部分とを有している。
これら第1、第2面部分は鉄筋の長手方向に沿って延び
ている。
A more preferable display method is disclosed in
No. 47402 proposes forming a convex mark at a predetermined pitch on the side surface of the screw reinforcing bar, and further discusses where to form the mark. Before introducing this discussion, a brief description of the screw rebar will be given. As is well known, a thread reinforcing bar has a reinforcing bar main body and a thread formed on the reinforcing bar main body. The peripheral surface of the reinforcing bar main body includes a pair of first surface portions facing in a radial direction, and a first surface portion.
A pair of second surface portions located between the surface portions.
These first and second surface portions extend along the longitudinal direction of the reinforcing bar.

【0004】上記ネジ山は、第1面部分のみに形成さ
れ、第2面部分には形成されない。その主な理由は、製
造工程にある。製造工程について説明すると、まず、丸
棒形状の素筋を一対の圧延ロールで断面繭形状に熱間圧
延することにより、断面形状の幅の広い方を潰しながら
ネジ山を形成してゆく。そのため、前段の圧延ロールに
当接した第2面部分にはネジ山が形成されず、後段の圧
延ロールに当接した第1面部分にのみネジ山が形成され
ることになる。
The thread is formed only on the first surface portion and not on the second surface portion. The main reason is the manufacturing process. The manufacturing process will be described. First, a round bar-shaped bar is hot-rolled by a pair of rolling rolls into a cocoon cross-sectional shape, thereby forming a thread while crushing a wider cross-sectional shape. For this reason, the thread is not formed on the second surface portion abutting on the preceding rolling roll, and the thread is formed only on the first surface portion abutting on the subsequent rolling roll.

【0005】周面のどこにマークを施すかの議論に戻る
が、上記公報では、従来技術として、第1面部分のネジ
山の周方向中央部すべてを欠損させ、この欠落箇所に凸
形状のマークを施すことが開示されている(同公報の図
5、図6参照)。しかし、このようにネジ山を一部完全
に欠落させると、カプラーナットやロックナットに一部
欠落のネジ山が螺合された時に、螺合強度が低下するこ
とを、同公報は教えている。
Returning to the discussion of where to make the mark on the peripheral surface, the above-mentioned publication discloses that, as a conventional technique, the entire central portion of the thread on the first surface in the circumferential direction is cut off, and a convex mark is formed at the missing portion. (See FIGS. 5 and 6 of the publication). However, the publication teaches that if the thread is partially completely removed as described above, when the partially missing thread is screwed into the coupler nut or the lock nut, the screwing strength is reduced. .

【0006】そこで、同公報では、ネジ山が形成されな
いほぼ平坦な第2面部分に凸状のマークを施すことを提
案している(同公報の図1〜図4参照)。このようにす
れば、螺合強度の低下を招かずに済む。提案されたネジ
フシ鉄筋で製造する装置では、上述したネジ山形成前の
段階で、一対の圧延ロールで素筋を繭形に圧延する際、
この圧延ロールに形成された穴により上記マークを形成
している。
[0006] Therefore, this publication proposes to provide a convex mark on a substantially flat second surface portion where no thread is formed (see FIGS. 1 to 4 of the publication). With this configuration, the screwing strength does not decrease. In the device to be manufactured with the proposed screw bar rebar, at the stage before the above-mentioned thread formation, when rolling the bar with a pair of rolling rolls into a cocoon shape,
The mark is formed by a hole formed in the rolling roll.

【0007】[0007]

【発明が解決しようとする課題】しかし、上記公報で提
案されたように第2面部分に凸状のマークを施した場
合、次のような不都合が生じる。一般に、上記ネジ山形
成のための圧延を行うと、成形された鉄筋にねじれが発
生する。そこで、その成形後に一対の矯正ロールを用い
てねじれを制御したり矯正する必要がある。このねじれ
矯正は一対の矯正ロールを一対の第2面部分にあてるこ
とにより行うため、上記のように第2面部分に凸形状の
マークがあると、このマークが矯正ロールにより潰され
てしまうのである。
However, when a convex mark is formed on the second surface portion as proposed in the above publication, the following inconvenience occurs. Generally, when the rolling for forming the thread is performed, the formed rebar is twisted. Therefore, it is necessary to control and correct the twist using a pair of straightening rolls after the forming. Since this straightening is performed by applying a pair of straightening rolls to a pair of second surface portions, if there is a convex mark on the second surface portion as described above, the marks will be crushed by the straightening rolls. is there.

【0008】本発明は上記問題の解決を課題とするもの
である。
An object of the present invention is to solve the above problems.

【0009】[0009]

【課題を解決するための手段】上記課題を達成するた
め、請求項1の発明では、鉄筋本体の周面が、互いに径
方向に対峙する一対の第1面部分と、第1面部分間に位
置するとともに互いに径方向に対峙する一対の第2面部
分とを有し、これら第1、第2面部分が鉄筋本体の長手
方向に沿って延び、一対の第1面部分のみにねじ山が形
成されたネジフシ鉄筋において、上記ネジ山の所定部分
を凹ませて設けたカット面には、ネジフシ鉄筋の種類を
識別するための凸形状のマークが形成されていることを
特徴とする。請求項2の発明では、請求項1に記載のネ
ジフシ鉄筋において、上記マークの第1面部分に対する
高さがネジ山の高さ以下にしたことを特徴とする。請求
項3の発明では、請求項1に記載のネジフシ鉄筋におい
て、上記カット面が螺合強度に影響の無い寸法に形成さ
れたことを特徴とする。
In order to achieve the above object, according to the first aspect of the present invention, the peripheral surfaces of the reinforcing bar main body are positioned between a pair of first surface portions radially opposed to each other, and between the first surface portions. And a pair of second surface portions radially opposed to each other, and the first and second surface portions extend along the longitudinal direction of the reinforcing bar main body, and a thread is formed only in the pair of first surface portions. In the obtained screw reinforcing bar, a convex mark for identifying the type of the screw reinforcing bar is formed on a cut surface provided by recessing a predetermined portion of the screw thread. According to a second aspect of the present invention, in the thread reinforcing bar according to the first aspect, the height of the mark with respect to the first surface portion is equal to or less than the height of the thread. According to a third aspect of the present invention, in the thread reinforcing bar according to the first aspect, the cut surface is formed to have a size that does not affect the screwing strength.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を、図
1〜図3に示す実施例のネジフシ鉄筋を参照して説明す
る。ネジフシ鉄筋1は、鉄筋本体10とネジ山20とを
備えている。この鉄筋本体10の周面は、互いに径方向
に対峙する一対の第1面部分11と、これら第1面部分
11間に位置するとともに互いに径方向に対峙する一対
の第2面部分12とを有している。これら第1、第2の
面部分11、12は、ネジフシ鉄筋1の長手方向に沿っ
てその軸芯と平行に延びている。一対の第1面部分11
のそれぞれには、ネジフシ鉄筋1の長手方向に等間隔で
上記ネジ山20が形成されている。これら一対の第1面
部分11のすべてのネジ山20は、連続螺旋に沿って位
置しており、それ故、ネジフシ鉄筋はネジ機能を備えて
いる。第2面部分12にはネジ山が形成されず、ほぼ平
坦をなしている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the thread reinforcing bar of the embodiment shown in FIGS. The screw reinforcing bar 1 includes a reinforcing bar main body 10 and a screw thread 20. The peripheral surface of the reinforcing bar main body 10 includes a pair of first surface portions 11 radially facing each other and a pair of second surface portions 12 located between the first surface portions 11 and radially facing each other. Have. These first and second surface portions 11 and 12 extend along the longitudinal direction of the screw reinforcing bar 1 in parallel with the axis thereof. A pair of first surface portions 11
Are formed at equal intervals in the longitudinal direction of the thread reinforcing bar 1. All the threads 20 of the pair of first surface portions 11 are located along a continuous spiral, and therefore, the thread reinforcing bar has a thread function. No thread is formed on the second surface portion 12, and the second surface portion 12 is substantially flat.

【0011】図1に示すように、鉄筋本体10の片側の
第1面部分11上に並ぶ一定数のネジ山20の1つに対
し、その周方向の中央に凹んだカット面15を形成す
る。図3に示すように、ネジ山20に形成したカット面
15は、鉄筋本体20と同芯の円周上にある。カット面
15の中央部にネジフシ鉄筋の種類を識別するための凸
形状のマーク30が形成されている。このマーク30の
第1面部分11に対する高さは、ネジ山20の高さ以下
に設定されている。
As shown in FIG. 1, for one of a fixed number of threads 20 arranged on the first surface portion 11 on one side of the reinforcing bar main body 10, a cut surface 15 recessed at the center in the circumferential direction is formed. . As shown in FIG. 3, the cut surface 15 formed on the screw thread 20 is on a circumference concentric with the reinforcing bar main body 20. A convex mark 30 for identifying the type of the screw reinforcing bar is formed at the center of the cut surface 15. The height of the mark 30 with respect to the first surface portion 11 is set to be equal to or less than the height of the thread 20.

【0012】上記マーク30は、ネジフシ鉄筋1の長手
方向に沿って所定ピッチ毎(カット面15の所定数毎)
に形成される。JIS規格で決められたように、所定ピ
ッチ毎に現れるマーク30の数で、ねじふし鉄筋1の種
類、例えば降伏点で区分けされた種類、が表示されてい
る。マーク30がない場合には、最も降伏点が低いネジ
フシ鉄筋を表す。図1、図2に示すように、マーク30
が一つの時には、それより1段階高い降伏点のネジフシ
鉄筋を表す。 マーク30の数が増えるごとに、降伏点
がより高いネジフシ鉄筋であることを表す。
The marks 30 are provided at predetermined pitches (every predetermined number of cut surfaces 15) along the longitudinal direction of the thread reinforcing bar 1.
Formed. As determined by the JIS standard, the type of the screw rebar 1, for example, the type classified by the yield point, is displayed by the number of the marks 30 that appear at every predetermined pitch. When there is no mark 30, it represents a screw bar having the lowest yield point. As shown in FIG. 1 and FIG.
When the number is one, it represents a thread reinforcing bar with a yield point one step higher than that. Each time the number of marks 30 increases, it indicates that the thread reinforcing bar has a higher yield point.

【0013】上記構成のネジフシ鉄筋同士は、それらの
端部をカプラーナットに反対側からネジ山20を介して
螺合し、これら端部に予め螺合されたロックナットで締
め付けることにより、連結される。この際、ネジフシ鉄
筋1のネジ山20の一部は、マーク30を形成するため
のカット面15を形成するが、そのカット面15は第1
面部分11に対する高さがネジ山20の高さの25〜5
0%であり、鉄筋本体10の軸芯に対する中心角が40
〜60°であるから、螺合に支障はなく、カプラーナッ
トやロックナットとの螺合強度を高いレベルで維持でき
る。
[0013] The screw bar rebars having the above-described configuration are connected to each other by screwing their ends to the coupler nut from the opposite side via screw threads 20 and tightening them with lock nuts previously screwed to these ends. You. At this time, a part of the thread 20 of the thread reinforcing bar 1 forms a cut surface 15 for forming the mark 30, and the cut surface 15 is the first surface.
The height with respect to the surface portion 11 is 25 to 5 of the height of the thread 20.
0%, and the central angle of the rebar body 10 with respect to the axis is 40%.
Since it is up to 60 °, there is no problem in screwing, and the screwing strength with the coupler nut or lock nut can be maintained at a high level.

【0014】上述のようにマーク30の高さは第1面部
11に対するネジ山20の高さ以下であるから、カプラ
ーナットやロックナットのネジ山の内径とマーク30の
間にはクリアランスが生じ、マーク30が螺合の障害に
ならない。その結果、ネジフシ鉄筋1をがたつきなくカ
プラーナットやロックナットと螺合させることができ、
この点からも螺合強度を向上させることができる。な
お、マーク30の高さがネジフシの高さ以上であって
も、その差がネジ山とカプラーナットやロックナットと
の間のクリアランス分以下であれば、螺合作用に支障は
ない。特に、このクリアランスが大きい場合には、マー
ク30の高さをネジ山の高さ以上にすることも可能であ
る。
As described above, the height of the mark 30 is equal to or less than the height of the thread 20 with respect to the first surface portion 11, so that a clearance is generated between the inside diameter of the thread of the coupler nut or the lock nut and the mark 30, The mark 30 does not hinder the screwing. As a result, the screw rebar 1 can be screwed with the coupler nut or the lock nut without play,
From this point, the screwing strength can be improved. Note that even if the height of the mark 30 is equal to or greater than the height of the screw thread, as long as the difference is equal to or less than the clearance between the screw thread and the coupler nut or the lock nut, there is no problem with the screwing operation. In particular, when the clearance is large, the height of the mark 30 can be made higher than the height of the screw thread.

【0015】上記ネジフシ鉄筋1は、製造工程の最後で
ねじれ矯正されるのにも拘らず、マーク30が潰れるよ
うな不都合は生じない。以下、図4、図5の製造装置を
説明しながら、その利点を述べることとする。図4は、
棒鋼材としてのネジフシ鉄筋の製造工程の最終部を示し
ている。一対の第1圧延ロール50と、一対の第2の圧
延ロール60と、矯正ロール70が、この順序で直線上
に並んで配置されている。第1圧延ロール50は垂直の
回転軸を有し、第2圧延ロール60は水平の回転軸を有
し、矯正ロール70は垂直の回転軸を有している。
Although the thread reinforcing bar 1 is twisted and corrected at the end of the manufacturing process, there is no inconvenience that the mark 30 is crushed. Hereinafter, the advantages will be described while describing the manufacturing apparatus of FIGS. 4 and 5. FIG.
The final part of the manufacturing process of the thread reinforcing bar as a steel bar is shown. A pair of first rolls 50, a pair of second rolls 60, and a straightening roll 70 are arranged in a straight line in this order. The first rolling roll 50 has a vertical rotation axis, the second rolling roll 60 has a horizontal rotation axis, and the straightening roll 70 has a vertical rotation axis.

【0016】上記第1圧延ロール50では、前工程で細
く熱間圧延された断面円形の素筋100が、断面繭形に
熱間圧延される。これにより、断面形状の両側面に第2
面部分12が形成される。次に、第2圧延ロール60
で、断面形状の縦長方向から熱間圧延がなされ、第1面
部分11と、ネジ山20と、カット面15と、マーク3
0が形成される。
In the first rolling roll 50, the bar 100 having a circular cross section, which has been thinly hot rolled in the previous step, is hot rolled into a cocoon cross section. As a result, the second sides are
A surface portion 12 is formed. Next, the second rolling roll 60
Then, hot rolling is performed from the longitudinal direction of the sectional shape, and the first surface portion 11, the thread 20, the cut surface 15, and the mark 3
0 is formed.

【0017】図5に示すように、上記第2圧延ロール6
0の周面には、環状の成形凹部61が形成されている。
この成形凹部61には、ネジ山20に対応する溝62が
所定ピッチで形成される。また、溝62の長手方向の中
央部間には、カット面15に対応する突面63が形成さ
れている。上側(一方)の第2圧延ロール60におい
て、多数の突面63のうち選択された1つまたは複数箇
所には、凸形状のマーク30に対応する穴64が形成さ
れている。
As shown in FIG. 5, the second rolling roll 6
An annular molding recess 61 is formed on the peripheral surface of the zero.
Grooves 62 corresponding to the screw threads 20 are formed at a predetermined pitch in the molding recess 61. A protruding surface 63 corresponding to the cut surface 15 is formed between the longitudinal central portions of the groove 62. In the upper (one) second rolling roll 60, holes 64 corresponding to the convex marks 30 are formed at one or more selected locations among the many protruding surfaces 63.

【0018】上記第2圧延ロール60により成形された
ネジフシ鉄筋1は、第2圧延ロール60の溝62の傾斜
に起因して、ねじれる。一対の矯正ロール70は、円筒
面を有する平ローラからなり、一対の第2面部分12を
押し付けることにより、このネジフシ鉄筋1のねじれを
矯正することができる。この矯正の際に、マーク30は
第1面部分11に形成されていて矯正ロール70に当た
ることがないのでマーク30の潰れを防止できる。
The thread reinforcing bar 1 formed by the second rolling roll 60 is twisted due to the inclination of the groove 62 of the second rolling roll 60. The pair of straightening rolls 70 are formed of flat rollers having a cylindrical surface, and can press the pair of second surface portions 12 to correct the twist of the thread reinforcing bar 1. In this correction, the mark 30 is formed on the first surface portion 11 and does not hit the correction roll 70, so that the mark 30 can be prevented from being crushed.

【0019】[0019]

【発明の効果】以上説明したように、請求項1の発明に
よれば、ネジ山にマークを形成するための欠落部がない
ので、ネジフシ鉄筋は高い螺合強度をもつことができ
る。また、マークが第2面部分ではなく、ネジ山が形成
された第1面部分に形成されているので、ネジフシ鉄筋
の最終工程でのねじれ矯正の際に、マークが潰されるの
を防止することができる。請求項2の発明によれば、第
1面部分が位置するマークは高さがネジ山の高さ以下で
あるため、鉄筋本体の径とカプラーナット等の径との差
を小さくしてもマークは螺合の障害にならず、それ故、
ネジフシ鉄筋をがたつきなくカプラーナット等に螺合さ
せることができ、螺合強度をより一層向上させることが
できる。
As described above, according to the first aspect of the present invention, since there is no missing portion for forming a mark on the screw thread, the screw reinforcing bar can have a high screwing strength. Further, since the mark is formed not on the second surface portion but on the first surface portion where the thread is formed, it is possible to prevent the mark from being crushed at the time of correcting the twist in the final step of the screw reinforcing bar. Can be. According to the invention of claim 2, since the height of the mark on which the first surface portion is located is equal to or less than the height of the screw thread, the mark is formed even when the difference between the diameter of the reinforcing bar main body and the diameter of the coupler nut or the like is reduced. Does not hinder the screwing, and therefore
The screw rebar can be screwed to the coupler nut or the like without play, and the screwing strength can be further improved.

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

【図1】本発明の一実施形態をなすネジフシ鉄筋の平面
図である。
FIG. 1 is a plan view of a thread reinforcing bar according to an embodiment of the present invention.

【図2】同ネジフシ鉄筋の側面図である。FIG. 2 is a side view of the screw reinforcing bar.

【図3】図2のIII−III線に沿う断面図である。FIG. 3 is a sectional view taken along the line III-III in FIG. 2;

【図4】ネジフシ鉄筋の製造装置の概略を示す平面図で
ある。
FIG. 4 is a plan view schematically showing an apparatus for manufacturing a screw reinforcing bar.

【図5】同製造装置におけるネジ山を形成するための第
2圧延ロールの要部を示す正面図である。
FIG. 5 is a front view showing a main part of a second rolling roll for forming a screw thread in the manufacturing apparatus.

【符号の説明】[Explanation of symbols]

1:ネジフシ鉄筋 10:鉄筋本体 11:第1面部分 12:第2面部分 15:カット面 20:ネジ山 30:マーク 1: screw reinforcing bar 10: reinforcing bar body 11: first surface portion 12: second surface portion 15: cut surface 20: screw thread 30: mark

【選択図】 図1[Selection diagram] Fig. 1

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋本体(10)の周面が、互いに径方
向に対峙する一対の第1面部分(11)と、前記第1面
部分間に位置するとともに互いに径方向に対峙する一対
の第2面部分(12)とを有し、前記第1、第2面部分
が前記鉄筋本体の長手方向に沿って延び、一対の第1面
部分のみにネジ山(20)が形成されたネジフシ鉄筋に
おいて、前記ネジ山の所定の部分には凹んだカット面
(15)が形成され、前記カット面にはネジフシ鉄筋の
種類を識別するための凸形状のマーク(30)が形成さ
れることを特徴とするネジフシ鉄筋。
1. A pair of first surface portions (11) having circumferential surfaces of a reinforcing bar main body (10) radially facing each other, and a pair of first surface portions located between the first surface portions and radially facing each other. A threaded reinforcing bar having two surface portions (12), wherein the first and second surface portions extend along a longitudinal direction of the reinforcing bar main body, and a thread (20) is formed only in a pair of first surface portions. In the above method, a concave cut surface (15) is formed at a predetermined portion of the screw thread, and a convex mark (30) for identifying the type of the screw reinforcing bar is formed on the cut surface. And screw thread rebar.
【請求項2】 前記第1面部分に対する前記マークの高
さは前記ネジ山の高さ以下であることを特徴とする請求
項1に記載のネジフシ鉄筋。
2. The thread reinforcing bar according to claim 1, wherein a height of the mark with respect to the first surface portion is equal to or less than a height of the screw thread.
【請求項3】 前記カット面は前記第1面部分の周方向
の中央に位置し、前記第1面部分に対する前記カット面
の高さは前記ネジ山の高さの50〜25%、前記鉄筋本
体の軸芯に対する前記カット面の中心角は40〜60°
であることを特徴とする請求項1に記載のネジフシ鉄
筋。
3. The cut surface is located at the center in the circumferential direction of the first surface portion. The height of the cut surface with respect to the first surface portion is 50% to 25% of the height of the thread, and the reinforcing bar is provided. The central angle of the cut surface with respect to the axis of the main body is 40 to 60 °
The thread reinforcing bar according to claim 1, wherein:
JP27688498A 1998-09-30 1998-09-30 Nejifushi rebar Expired - Fee Related JP3991251B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27688498A JP3991251B2 (en) 1998-09-30 1998-09-30 Nejifushi rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27688498A JP3991251B2 (en) 1998-09-30 1998-09-30 Nejifushi rebar

Publications (2)

Publication Number Publication Date
JP2000104380A true JP2000104380A (en) 2000-04-11
JP3991251B2 JP3991251B2 (en) 2007-10-17

Family

ID=17575749

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27688498A Expired - Fee Related JP3991251B2 (en) 1998-09-30 1998-09-30 Nejifushi rebar

Country Status (1)

Country Link
JP (1) JP3991251B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016203186A (en) * 2015-04-16 2016-12-08 高周波熱錬株式会社 Manufacturing method for irregularly shaped reinforcing bar and irregularly shaped reinforcing-bar
JP2017075520A (en) * 2015-10-16 2017-04-20 Jfe条鋼株式会社 Screw reinforcing bar
JP2021023949A (en) * 2019-08-01 2021-02-22 山田 榮子 Method of manufacturing steel bar having continuous screw
JP7340677B1 (en) 2022-12-27 2023-09-07 共英製鋼株式会社 Method for suppressing twisting of threaded reinforcing bars
JP7496482B1 (en) 2024-03-15 2024-06-06 共英製鋼株式会社 Method for suppressing twisting of deformed steel bars

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016203186A (en) * 2015-04-16 2016-12-08 高周波熱錬株式会社 Manufacturing method for irregularly shaped reinforcing bar and irregularly shaped reinforcing-bar
JP2017075520A (en) * 2015-10-16 2017-04-20 Jfe条鋼株式会社 Screw reinforcing bar
JP2021023949A (en) * 2019-08-01 2021-02-22 山田 榮子 Method of manufacturing steel bar having continuous screw
JP7340677B1 (en) 2022-12-27 2023-09-07 共英製鋼株式会社 Method for suppressing twisting of threaded reinforcing bars
JP7496482B1 (en) 2024-03-15 2024-06-06 共英製鋼株式会社 Method for suppressing twisting of deformed steel bars

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