JPH07300946A - Deformed bar steel with high adhesion and high strength, and manufacture thereof - Google Patents

Deformed bar steel with high adhesion and high strength, and manufacture thereof

Info

Publication number
JPH07300946A
JPH07300946A JP6113404A JP11340494A JPH07300946A JP H07300946 A JPH07300946 A JP H07300946A JP 6113404 A JP6113404 A JP 6113404A JP 11340494 A JP11340494 A JP 11340494A JP H07300946 A JPH07300946 A JP H07300946A
Authority
JP
Japan
Prior art keywords
steel bar
strength
bar
deformed steel
hot
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
JP6113404A
Other languages
Japanese (ja)
Other versions
JP2733739B2 (en
Inventor
Yukio Murayama
行雄 村山
Eiji Yamashita
英治 山下
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 JP11340494A priority Critical patent/JP2733739B2/en
Priority to TW083106275A priority patent/TW281710B/zh
Priority to KR1019940017790A priority patent/KR0144832B1/en
Priority to GB9415023A priority patent/GB2289231B/en
Priority to MYPI94002185A priority patent/MY116622A/en
Priority to CN94115124A priority patent/CN1042748C/en
Publication of JPH07300946A publication Critical patent/JPH07300946A/en
Application granted granted Critical
Publication of JP2733739B2 publication Critical patent/JP2733739B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Heat Treatment Of Steel (AREA)
  • Heat Treatment Of Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To obtain the sufficient adhesive strength by forming a deformed bar steel or a linear raw material, to which knot rolling is performed, into the complete round at an area reduction ratio, at which the knots by the hot rolling are left, and thereafter, performing hardening, tempering and heating. CONSTITUTION:A deformed bar steel or a linear raw material, to which knot rolling is applied so as to have a spiral projection by hot rolling in the periphery thereof, is formed into the complete round at an area reduction ratio, at which the knots are left at the original height of the knots formed by the hot rolling, and heating is performed. As components of the raw material, C: 0.1-0.6% by weight, Si: 0.15-2.00 by weight, Mn: 0.6-2.00% by weight, and Cr: 0.6% by weight or less are included, and (the residual part is composed of iron and obligatory impurity, and the bar steel or the linear material is formed at 5-50mm of diameter. This steel bar or the linear material is heated at 93ON/mm<2> or more of tensile strength and at 785N/mm<2> or more of yield point. Consequently, welding is facilitated, and the working efficiency is improved.

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、土木.建築コンクリー
ト用鉄筋、あるいはプレストレス・コンクリート用鋼材
としての主筋並びに補助筋、その他アースアンカーな
ど、転造ねじ加工、或いはクロスワイヤ溶接して使用さ
れ、かつコンクリートとの付着強度が必要とされる高強
度異形棒鋼に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to civil engineering. Reinforcing bar for building concrete, main bar and auxiliary bar as steel material for prestressing / concrete, other ground anchors, etc., which are used by rolling screw processing or cross wire welding, and which require adhesive strength with concrete The present invention relates to high strength bar steel.

【0002】[0002]

【従来の技術】従来のコンクリート用異形棒鋼は、図8
の熱圧異形棒鋼1のように棒鋼の表面に熱間圧延により
一定間隔に突起状の節11をつけて、コンクリートとの
付着強度を増したものが使用されている。
2. Description of the Related Art A conventional deformed steel bar for concrete is shown in FIG.
As in the hot-pressure deformed steel bar 1, a steel bar is used in which the protrusions 11 are provided at regular intervals on the surface of the steel bar by hot rolling to increase the adhesion strength to concrete.

【0003】しかしながら、これらの熱間圧延のままの
異形棒鋼は、突起の高さが大きくコンクリートの付着力
は大きいが熱間圧延のため真円度が良くなく、かつ上下
圧延ロールの隙間をとるため圧延方向に2本のリブ12
が発生し、圧延のままでは端末のねじ転造加工が困難で
あり、またクロスワイヤ溶接の際の電極の接触不良によ
り溶接性が悪く、さらにコイル材を直線材とする場合の
矯正ロールによる矯正や、送りローラによる連続送りの
取扱が困難等の欠点があった。とくに熱処理したプレス
トレス・コンクリート用鋼材などの高強度異形棒鋼で
は、鋼材の硬さが高いために真円度が悪いとそのままね
じ転造加工は不可能であり、ねじ下切削加工を行ったう
えでねじ転造加工を行わなければならなかった。
However, these deformed steel bars as hot-rolled have high protrusions and high concrete adhesion, but have poor roundness due to hot-rolling, and a gap between the upper and lower rolling rolls is taken. 2 ribs 12 in the rolling direction
If it is rolled, it is difficult to perform thread rolling on the end, and the weldability is poor due to poor contact between the electrodes during cross wire welding. However, there are drawbacks such as difficulty in handling continuous feed by the feed roller. In particular, for high-strength deformed steel bars such as heat-treated prestressed steel for concrete, if the roundness is poor due to the high hardness of the steel material, thread rolling cannot be performed as it is. I had to carry out thread rolling.

【0004】[0004]

【発明が解決しようとする課題】そこで本発明は、熱間
圧延で節を付して異形加工した熱圧異形棒鋼に、さらに
軽度の伸線加工を行い、コンクリート鋼棒断面の真円度
を向上させ、ねじ転造などの二次加工を容易にさせ、施
行時の溶接作業性などを向上させた高付着・高強度異形
棒鋼を提供することを目的とする。
SUMMARY OF THE INVENTION Therefore, according to the present invention, a hot-rolled deformed steel bar deformed by hot rolling with knots is further lightly drawn to improve the circularity of the cross section of the concrete steel bar. It is an object of the present invention to provide a high-adhesion, high-strength deformed steel bar that is improved, facilitates secondary processing such as thread rolling, and has improved welding workability during execution.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、熱間圧延により外径に螺旋状突起を有す
る節圧延加工されたコンクリート用異形棒鋼または線材
の素材を前記熱間圧延の節の高さがもとの節が残るよう
な減面率で真円加工した後、焼入れ、焼もどしの熱処理
を施したことを特徴とする高付着・高強度異形棒鋼を提
供する。
In order to achieve the above-mentioned object, the present invention provides a method of forming a bar-rolled deformed bar steel for concrete or a raw material of a wire rod having a spiral projection on the outer diameter by hot rolling. (EN) Provided is a high-adhesion, high-strength deformed steel bar, which is obtained by performing true circle processing with a reduction in area such that the original height of the rolled node remains, and then performing heat treatment such as quenching and tempering.

【0006】また、重量比でC:0.1〜0.6%、S
i:0.15〜2.00%、Mn:0.6〜2.00
%、Cr:0.6%以下を含み残部が鉄及び不可避不純
物よりなる5〜50mm径の鋼棒または線材で、引張強
さ930N/mm2 以上、降伏点785N/mm2 以上
に熱処理を施したことを特徴とする前記記載の高付着・
高強度異形棒鋼を提供する。
C: 0.1 to 0.6% by weight, S
i: 0.15 to 2.00%, Mn: 0.6 to 2.00
%, Cr: facilities remainder comprising 0.6% or less in a steel bar or wire rod 5~50mm diameter consisting of iron and inevitable impurities, tensile strength 930N / mm 2 or more, the heat treatment the yield point 785N / mm 2 or more The above-mentioned high adhesion /
Provide high-strength deformed steel bar.

【0007】[0007]

【作用】本発明の構成において、熱間圧延により外径に
螺旋状突起を有する節圧延加工されたコンクリート用異
形棒鋼または線材を用いたのは、熱間圧延のままでは真
円度が悪いが、すでに素材において節を有するので後の
工程を低減することができ容易に高いコンクリート付着
力を有する異形棒鋼が得られるからである。また、前記
熱間圧延の節の高さをどの程度残すかは、異形棒鋼の基
準径、節の高さとダイスの内径で定まるが、高いコンク
リート付着力を得るためには、真円度が達成される最小
限の減面率の加工に止めて熱間圧延の節の高さをできる
だけ残すことが望ましい。本発明は実験の結果からは、
もとの節の高さの40パーセント以上残る減面率で真円
加工することが望ましい。また、焼入れ、焼もどしの熱
処理をすることは所要の機械的強度を得るためである。
In the structure of the present invention, the deformed bar steel for concrete or the wire rod having the spiral projection on the outer diameter by the hot rolling is used, but the roundness is poor in the hot rolling as it is. This is because, since the material already has a knot, it is possible to reduce the subsequent steps and easily obtain a deformed steel bar having high concrete adhesion. Further, how much of the height of the hot rolled knots is left is determined by the reference diameter of the deformed steel bar, the height of the knots and the inner diameter of the die, but in order to obtain a high concrete adhesion, the roundness is achieved. It is desirable to keep the height of the hot-rolled node as high as possible by limiting the processing to the minimum reduction ratio. The present invention is based on the results of experiments.
It is desirable to form a perfect circle with a surface reduction rate that remains 40% or more of the original knot height. Further, heat treatment such as quenching and tempering is for obtaining a required mechanical strength.

【0008】異形棒鋼の素材の成分を限定したのは以下
の理由によるものである。Cを重量比で0.1〜0.6
%としたのは、0.1%以下では焼入れにより所要の強
度が得られず、0.6%以上では、靭性が低下するから
である。また、Siは高温リレラクゼーションを低減す
るのに有効な成分であり、Si量を0.15〜2.00
%、とするのは0.15%以下では高温リレラクゼーシ
ョンの低減効果が得られず、2.00%以上では靭性が
低下するからである。Mn量を0.6〜2.00%とす
るのは、焼入れ性の向上のためであり、0.6%以下で
は効果が不十分で、2.00%以上では焼入れ後の残留
オーステナイトが増すからである。Crは焼入れ性を増
し焼もどし抵抗を大きくするが、Cr量0.6%以上は
経済的に不利であり、また小径の棒鋼ではCrを添加し
なくても所要の性質が得られるからである。
The reasons for limiting the components of the material of the deformed steel bar are as follows. C by weight ratio is 0.1 to 0.6
%, Because the required strength cannot be obtained by quenching at 0.1% or less, and the toughness decreases at 0.6% or more. Further, Si is an effective component for reducing high temperature relaxation, and the Si content is 0.15 to 2.00.
%, The effect of reducing the high temperature relaxation cannot be obtained at 0.15% or less, and the toughness decreases at 2.00% or more. The reason why the Mn content is set to 0.6 to 2.00% is to improve the hardenability. If the Mn content is 0.6% or less, the effect is insufficient, and if it is 2.00% or more, the retained austenite after quenching increases. Because. Cr increases the hardenability and increases the tempering resistance, but a Cr amount of 0.6% or more is economically disadvantageous, and the required properties can be obtained without adding Cr in a small diameter steel bar. .

【0009】寸法を5〜50mm径に限定するのは通常
コンクリート用高強度異形棒鋼として用いられる範囲だ
からである。また強度を引張強さ930N/mm2
上、降伏点785N/mm2 以上に熱処理するのはプレ
ストレス用棒鋼に要求される強度を得るためである。
The size is limited to a diameter of 5 to 50 mm because it is a range generally used as a high-strength deformed steel bar for concrete. The strength tensile strength 930N / mm 2 or more, is to obtain a strength required for the prestressing steel bars to heat treatment yield point 785N / mm 2 or more.

【0010】[0010]

【実施例】以下、本発明の一実施例について具体的に説
明する。図2は本発明の高付着・高強度異形棒鋼(以下
単に高強度異形棒鋼という)の製造工程を示す図であ
る。図2において、素材はコイル状に巻かれた図8の形
状の熱間圧延異形棒鋼または線材(以下単に熱圧異形棒
鋼という)を使用し、次の脱スケール工程において、多
ロール矯正機などを通して表面のスケールが除かれる。
次に引抜き工程において、所定の丸ダイスにより冷間で
引抜きを行う。ついで焼入れ工程において、高周波誘導
加熱手段または直接通電手段により連続的に焼入れ温度
まで加熱され水冷により急冷して焼き入れされる。その
後、焼もどし工程において、同様に高周波誘導加熱手段
または直接通電手段により連続的に焼もどし温度まで加
熱し焼もどしされて急冷される。そして、加工工程にお
いて線材はコイル化され、棒材は直線のまま定尺に切
断、ねじ加工などされて検査工程を経て成品として出荷
される。
EXAMPLES An example of the present invention will be specifically described below. FIG. 2 is a view showing a manufacturing process of the high-adhesion / high-strength deformed steel bar (hereinafter simply referred to as high-strength deformed steel bar) of the present invention. In FIG. 2, the material used is a hot rolled deformed steel bar or wire rod (hereinafter simply referred to as hot pressed deformed steel bar) having the shape shown in FIG. 8 that is wound in a coil shape, and is passed through a multi-roll straightening machine in the next descaling step. Surface scale is removed.
Next, in the drawing step, drawing is performed cold by a predetermined round die. Then, in the quenching step, the material is continuously heated to the quenching temperature by the high frequency induction heating means or the direct energizing means, and quenched by water cooling. Then, in the tempering step, similarly, the material is continuously heated to the tempering temperature by the high frequency induction heating means or the direct energizing means, tempered, and rapidly cooled. Then, in the processing step, the wire rod is coiled, and the rod material is cut in a straight line to a fixed length, screwed, and the like, and is shipped as a finished product through an inspection step.

【0011】本実施例では、素材として図8に示す形状
の右捩じれ約30度の螺旋状突起の節を有するJIS3
112に規定する公称直径9.53mmの呼び名D10
の熱圧異形棒鋼を使用した。その熱圧異形棒鋼の化学成
分を表1に示す。
In the present embodiment, JIS3 having as a material a node of a spiral protrusion having a shape shown in FIG.
Nominal diameter D10 specified in 112 with a nominal diameter of 9.53 mm
The heat-pressure deformed steel bar of was used. Table 1 shows the chemical composition of the hot pressed deformed steel bar.

【0012】[0012]

【表1】 [Table 1]

【0013】また、その断面形状を図3に示す。即ち図
3において、棒鋼の胴部径は8.85〜8.90φm
m、リブの高さは0.36〜0.38mm,節の高さは
0.58〜0.63mmであった。
The cross-sectional shape is shown in FIG. That is, in FIG. 3, the body diameter of the steel bar is 8.85 to 8.90 φm.
m, the height of the rib was 0.36 to 0.38 mm, and the height of the joint was 0.58 to 0.63 mm.

【0014】この熱圧異形棒鋼を、内径9.10mmφ
の丸ダイスを用いて冷間で引抜き加工を行った。引抜き
加工後の棒鋼の断面を図4に示す。図のように胴部径は
素材と変わらないがリブ12の高さは0.24〜0.2
8mmになり、もとの高さの63〜78%に、節11の
高さは0.25〜0.30mmになり、もとの高さの4
0〜52%になった。その外観を図1に示す。図のよう
に引抜き異形棒鋼2は節11、リブ12の頂点がやや平
たくなっている。これにより熱圧異形棒鋼に比し節の高
さが低下し、コンクリートの付着力は若干減少したが、
真円度が向上しねじ転造性などが改善された。
This hot-rolled deformed steel bar was manufactured to have an inner diameter of 9.10 mmφ.
Cold drawing was performed using a No. circular die. The cross section of the steel bar after drawing is shown in FIG. As shown in the figure, the diameter of the body is the same as the material, but the height of the rib 12 is 0.24 to 0.2.
8 mm, 63-78% of the original height, and the height of the joint 11 is 0.25-0.30 mm, which is 4 of the original height.
It became 0-52%. The appearance is shown in FIG. As shown in the figure, the drawn deformed steel bar 2 has nodes 11 and ribs 12 whose vertices are slightly flat. As a result, the height of the knots was lowered and the adhesive strength of concrete was slightly reduced compared to the hot-press deformed steel bar.
The roundness is improved and the thread rolling property is improved.

【0015】上記引き抜き加工した異形棒鋼のコンクリ
ートとの付着強度試験を、「日本コンクリート工学協会
の方法(案)」に基づいて行った。供試体は図5に示
す。図において、供試体4は、10cm立方のコンクリ
ート立方体5の中心に試験材の異形棒鋼7を配置し、そ
のまわりに巻径8cm,螺旋ピッチa=4cmの6mm
φ径の鉄筋6(端部は水平に1.5巻とし0.5巻は捨
巻とした)を配筋した。また、コンクリートは横打ち
(棒鋼を水平に配筋する)とし、コンクリートの品質は
下記とした。 材令 28日 養生条件 14〜24°C水中養生 コンクリート強度 σc300±30kgf/cm2 スランプ 8±2cm、とした。 試験は、30t引張試験機を使用し図6の方法により行
った。図において、引張試験機の固定部の受台41の上
に球面座42、座金43を介して供試体4を載せクラン
プ44により試験異形棒鋼7に矢印Pの方向に引抜力を
かけた。そして、試験異形棒鋼7の滑り量をダイヤルゲ
ージ45で測定し、増幅器46を介してXYレコーダ4
7により滑り量と引抜き力の関係を記録した。
The adhesion strength test of the drawn bar-shaped deformed steel bar with concrete was carried out based on "method (plan) of Japan Concrete Institute". The test piece is shown in FIG. In the figure, a test piece 4 has a deformed steel bar 7 as a test material arranged at the center of a 10 cm cubic concrete cube 5 and has a winding diameter of 8 cm and a spiral pitch a = 4 cm of 6 mm.
Reinforcing rods 6 having a diameter of φ (the end portion was horizontally set to 1.5 windings and 0.5 windings were discarded) were arranged. In addition, the concrete was made horizontal (bars are horizontally arranged) and the quality of the concrete was as follows. Material age 28 days Curing condition 14 to 24 ° C Underwater curing Concrete strength σc 300 ± 30 kgf / cm 2 slump 8 ± 2 cm. The test was performed by using a 30t tensile tester by the method shown in FIG. In the figure, the specimen 4 was placed on the pedestal 41 of the fixed portion of the tensile tester via the spherical seat 42 and the washer 43, and a pulling force was applied to the test deformed steel bar 7 by the clamp 44 in the direction of arrow P. Then, the slip amount of the test deformed steel bar 7 is measured by the dial gauge 45, and the XY recorder 4 is supplied through the amplifier 46.
The relationship between the amount of slip and the pulling force was recorded according to 7.

【0016】その試験結果を図7及び表2に示す。図7
において、縦軸は引抜き力(KN)、横軸は滑り量(m
m)を示す。曲線Aは圧延のままの熱圧異形棒鋼、曲線
Bは本発明の引抜き異形棒鋼、また曲線Cは比較材の
9.2mmウルボン(10φ溝付き引抜き材、ウルボン
は高周波熱錬株式会社の登録商標)の引抜き力ー滑り線
図を示す。表2は、図7の結果から滑り量、0.05m
m,0.1mm,0.25mm及び平均値と最大付着力
を表示したものである。表2及び図7の結果から熱圧異
形棒鋼を引抜き加工すると、節の高さが減少することに
より最大付着力が36.8KNから26.5KNに低下
するが、なお比較材のウルボンよりは付着力は大きく、
使用上十分な付着強度が得られた。
The test results are shown in FIG. 7 and Table 2. Figure 7
, The vertical axis represents the pulling force (KN) and the horizontal axis represents the slip amount (m
m) is shown. Curve A is a hot-rolled deformed steel bar as it is rolled, curve B is a drawn deformed steel bar of the present invention, and curve C is a comparative material of 9.2 mm urbon (10 φ grooved drawn material, urbon is a registered trademark of High Frequency Refining Co., Ltd. ) Shows the drawing force-slip diagram. Table 2 shows the slip amount of 0.05 m from the result of FIG.
m, 0.1 mm, 0.25 mm, the average value and the maximum adhesive force are displayed. From the results in Table 2 and Fig. 7, when hot-rolled and deformed steel bars were drawn, the maximum adhesive force decreased from 36.8KN to 26.5KN due to the decrease in the height of the nodes, but it was still better than the comparative material Urubon. The wearing power is great,
Adhesive strength sufficient for use was obtained.

【0017】[0017]

【表2】 [Table 2]

【0018】次に前記引抜きした異形棒鋼を図10に示
す連続焼入れ焼もどし装置30を使用して熱処理を行っ
た。図10において、前記引抜き加工された異形棒鋼の
素材Wはピンチロール31、縦段矯正ロール32、横段
矯正ロール33、ピンチロール34を介して連続的に送
り出され、焼入れ用高周波誘導加熱コイル35で920
°Cの焼き入れ温度まで加熱され、水冷ジャケット36
で急冷されて焼入れされる。次いで焼もどし用高周波誘
導加熱コイル37で370〜380°Cの焼戻し温度に
加熱された後、水冷ジャケット38により急冷されピン
チロール39で送り出される。
Next, the drawn out deformed steel bar was heat-treated using a continuous quenching and tempering device 30 shown in FIG. In FIG. 10, the material W of the drawn deformed steel bar is continuously sent out through a pinch roll 31, a vertical straightening roll 32, a horizontal straightening roll 33, and a pinch roll 34, and a quenching high-frequency induction heating coil 35. At 920
Heated to a quenching temperature of ° C, water cooled jacket 36
Is quenched and quenched. Then, after being heated to a tempering temperature of 370 to 380 ° C. by a high frequency induction heating coil 37 for tempering, it is rapidly cooled by a water cooling jacket 38 and sent out by a pinch roll 39.

【0019】熱処理後の異形棒鋼の機械的性質を表3に
示す。熱処理によって機械的強度が向上し、溝なし異形
棒鋼、溝付き異形棒鋼のいずれも表に示すようにJIS
G3109規格の降伏点荷重、引張荷重、破断伸び、
絞りを満足している。
Table 3 shows the mechanical properties of the deformed steel bars after the heat treatment. Mechanical strength is improved by heat treatment, and both non-grooved bar steel and grooved bar steel are JIS
G3109 standard yield point load, tensile load, elongation at break,
I am satisfied with the aperture.

【0020】[0020]

【表3】 [Table 3]

【0021】この異形棒鋼成品を高周波熱錬株式会社製
RL23型転造機を使用してねじ転造試験を行った。そ
の結果を表4に示す。溝なし異形棒鋼、溝付き異形棒鋼
のいずれもJIS B 0221の規格値を満足する結
果が得られた。なお、熱圧異形棒鋼素材のままでは真円
度が悪くてねじ転造ができなかったが本実施例の成品で
は何等問題なくねじ転造できた。
This deformed steel bar product was subjected to a thread rolling test using an RL23 type rolling machine manufactured by High Frequency Heat Smelting Co., Ltd. The results are shown in Table 4. For both the non-grooved deformed bar steel and the grooved deformed bar steel, the results satisfying the standard value of JIS B 0221 were obtained. Although the roundness was poor and the thread rolling could not be performed with the hot-press deformed steel bar material, the product of this example could be thread-rolled without any problems.

【0022】[0022]

【表4】 [Table 4]

【0023】次に、この異形棒鋼を高周波熱錬(株)社
製FP11型圧造機を用いて図9のような形状に頭部を
圧造し、引張り試験を行った。その結果を表5に示す。
いずれも規定の引張り強度を示し、すべて母材部で正常
な破断をした。したがって頭部成型加工も通常の条件で
行えることが示された。
Next, this deformed steel bar was head-pressed into a shape as shown in FIG. 9 using an FP11 type forging machine manufactured by High Frequency Heat Smelting Co., Ltd., and a tensile test was conducted. The results are shown in Table 5.
All of them showed the specified tensile strength, and all of them were normally fractured in the base metal part. Therefore, it was shown that the head forming process can also be performed under normal conditions.

【0024】[0024]

【表5】 [Table 5]

【0025】本実施例ではJIS G 3112の規格
のD10の異形棒鋼について示したがもとより同規格の
D6〜51にも適用できることはいうまでもない。
In this embodiment, the deformed bar steel of D10 standard of JIS G 3112 is shown, but it goes without saying that it can be applied to D6 to 51 of the same standard.

【0026】[0026]

【発明の効果】以上説明したように本発明によれば、真
円度の悪い熱間圧延異形棒鋼の節やリブが引抜き加工に
より潰されて真円度が向上するので、熱間圧延材のまま
では真円度が悪くて、ねじ下切削加工を行わなければね
じ転造加工が不可能な欠点が改善されてねじ転造加工が
容易となり、またクロスワイヤ溶接の際の電極の接触が
良好になるので溶接が容易になり、現場での取扱性が改
善され作業能率が向上する。さらに、熱間圧延材のまま
ではコイル材から直線材とする場合の矯正ロールによる
矯正が困難な点が改善されて取扱が容易になる。
As described above, according to the present invention, the knots and ribs of the hot-rolled deformed bar steel having a poor roundness are crushed by the drawing process to improve the roundness. As it is, the roundness is poor and the thread rolling process can be performed without screw cutting, which improves the defect and facilitates the thread rolling process. Also, the contact of the electrodes during cross wire welding is good. As a result, welding becomes easier, handling at the site is improved, and work efficiency is improved. Further, it is difficult to straighten the coil material with a straightening roll when the hot rolled material is used as a straight material, and the handling becomes easy.

【0027】さらに、望ましくは熱間圧延材のもとの節
の螺旋状突起の高さの40パーセント以上の節を残すこ
とによりコンクリートの付着力を使用上十分な値に維持
することができる。
Furthermore, it is desirable that the adhesive force of the concrete can be maintained at a value sufficient for use by leaving the knot of 40% or more of the height of the spiral projection of the original knot of the hot rolled material.

【0028】また、素材の成分を重量比でC:0.1〜
0.6%、Si:0.15〜2.00%、Mn:0.6
〜2.00%、Cr:0.6%以下を含み残部が鉄及び
不可避不純物よりなるものに限定すれば、規格値の強度
が容易に得られるので高強度異形棒鋼使用のの安全性が
増す。
The weight ratio of the components of the raw material is C: 0.1.
0.6%, Si: 0.15 to 2.00%, Mn: 0.6
~ 2.00%, Cr: 0.6% or less, and if the balance is limited to iron and unavoidable impurities, the strength of the standard value can be easily obtained, so the safety of using high-strength deformed bar steel increases. .

【0029】また熱圧異形棒鋼素材をそのまま使用する
ことができるため、量産が容易である利点がある。
Further, since the hot-press deformed steel bar material can be used as it is, there is an advantage that mass production is easy.

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

【図1】本発明実施例の高付着・高強度異形棒鋼の外観
図である。
FIG. 1 is an external view of a high-adhesion / high-strength deformed steel bar according to an embodiment of the present invention.

【図2】本発明の実施例の製造工程図である。FIG. 2 is a manufacturing process diagram of an example of the present invention.

【図3】本発明の実施例の熱圧異形棒鋼素材の断面図で
ある。
FIG. 3 is a cross-sectional view of a hot-press deformed steel bar material according to an embodiment of the present invention.

【図4】本発明の実施例のダイスで引抜きした異形棒鋼
の断面図である。
FIG. 4 is a sectional view of a deformed steel bar drawn by a die according to an embodiment of the present invention.

【図5】本発明の実施例のコンクリート付着強度試験の
供試体の断面図である。
FIG. 5 is a cross-sectional view of a concrete adhesive strength test specimen of an example of the present invention.

【図6】本発明の実施例のコンクリート付着強度試験の
試験装置の概念図である。
FIG. 6 is a conceptual diagram of a test apparatus for a concrete adhesion strength test according to an example of the present invention.

【図7】本発明の実施例のコンクリート付着強度試験の
試験結果を示すグラフである。
FIG. 7 is a graph showing test results of a concrete adhesion strength test of an example of the present invention.

【図8】素材の熱間圧延異形棒鋼の外観図である。FIG. 8 is an external view of a hot-rolled deformed steel bar as a raw material.

【図9】本発明の実施例の高付着・高強度異形棒鋼の頭
部圧造加工の形状を示す図である。
FIG. 9 is a view showing the shape of head forging of a high-adhesion / high-strength deformed steel bar according to an example of the present invention.

【図10】本発明の実施例に使用した連続焼き入れ焼戻
し装置の概念図である。
FIG. 10 is a conceptual diagram of a continuous quenching and tempering device used in an example of the present invention.

【符号の説明】[Explanation of symbols]

1 熱間圧延異形棒鋼素材 2 引抜き異形棒鋼 4 付着強度試験の供試体 5 コンクリート立方体 6 配筋 7 試験棒鋼 11 節 12 リブ 30 連続焼入れ・焼もどし装置 31 フィードローラ 32 横ロール矯正機 33 縦ロール矯正機 34 フィードローラ 35 高周波加熱コイル 36 水冷ジャケット 37 高周波加熱コイル 38 水冷ジャケット 39 フィードローラ 41 受け台 42 球面座金 44 クランプ 45 ダイヤルゲージ 46 増幅器 47 XYレコーダ 1 Hot-rolled deformed steel bar material 2 Draw-deformed deformed steel bar 4 Specimen for bond strength test 5 Concrete cube 6 Rebar 7 Test steel bar 11 Section 12 Rib 30 Continuous quenching / tempering device 31 Feed roller 32 Horizontal roll straightener 33 Vertical roll straightening Machine 34 Feed roller 35 High frequency heating coil 36 Water cooling jacket 37 High frequency heating coil 38 Water cooling jacket 39 Feed roller 41 Cradle 42 Spherical washer 44 Clamp 45 Dial gauge 46 Amplifier 47 XY recorder

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C21D 9/00 H 9352−4K 9/28 A C22C 38/00 301 Y 38/18 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI technical display location C21D 9/00 H 9352-4K 9/28 A C22C 38/00 301 Y 38/18

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 熱間圧延により外径に螺旋状突起を有す
る節圧延加工されたコンクリート用異形棒鋼または線材
の素材を前記熱間圧延の節が残るような減面率で真円加
工した後、焼入れ・焼もどし熱処理を施したことを特徴
とする高付着・高強度異形棒鋼。
1. A material for a bar-shaped deformed steel bar for concrete or a wire rod having a spiral projection on its outer diameter by hot rolling after being rounded at a surface reduction rate such that the hot-rolled nodes remain. High-adhesion, high-strength deformed steel bar characterized by being subjected to quenching and tempering heat treatment.
【請求項2】 重量比でC:0.1〜0.6%、Si:
0.15〜2.00%、Mn:0.6〜2.00%、C
r:0.6%以下を含み残部が鉄及び不可避不純物より
なる5〜50mm径の鋼棒または線材で、引張強さ93
0N/mm2以上、降伏点785N/mm2 以上に熱処
理を施したことを特徴とする請求項1に記載の高付着・
高強度異形棒鋼。
2. A weight ratio of C: 0.1 to 0.6%, Si:
0.15-2.00%, Mn: 0.6-2.00%, C
r: A steel rod or wire rod having a diameter of 5 to 50 mm, which contains 0.6% or less and the balance is iron and inevitable impurities, and has a tensile strength of 93.
High adhesion according to claim 1, characterized in that the heat treatment is performed at 0 N / mm 2 or more and at a yield point of 785 N / mm 2 or more.
High strength bar steel.
JP11340494A 1994-05-02 1994-05-02 High adhesion and high strength deformed steel bars Expired - Fee Related JP2733739B2 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP11340494A JP2733739B2 (en) 1994-05-02 1994-05-02 High adhesion and high strength deformed steel bars
TW083106275A TW281710B (en) 1994-05-02 1994-07-11
KR1019940017790A KR0144832B1 (en) 1994-05-02 1994-07-22 High adhesion high strength deformed steel bar and method for manufacture
GB9415023A GB2289231B (en) 1994-05-02 1994-07-26 High-adhesion/high-strength deformed steel bar and method for manufacturing the same
MYPI94002185A MY116622A (en) 1994-05-02 1994-08-22 High-adhesion/high-strength deformed steel bar and method for manufacturing the same.
CN94115124A CN1042748C (en) 1994-05-02 1994-09-06 Differencial shaped rod steel with high adhesion and high strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11340494A JP2733739B2 (en) 1994-05-02 1994-05-02 High adhesion and high strength deformed steel bars

Publications (2)

Publication Number Publication Date
JPH07300946A true JPH07300946A (en) 1995-11-14
JP2733739B2 JP2733739B2 (en) 1998-03-30

Family

ID=14611440

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11340494A Expired - Fee Related JP2733739B2 (en) 1994-05-02 1994-05-02 High adhesion and high strength deformed steel bars

Country Status (1)

Country Link
JP (1) JP2733739B2 (en)

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Publication number Priority date Publication date Assignee Title
JP2003064823A (en) * 2001-06-15 2003-03-05 Maeda Corp Corner part reinforcing structure for reinforced concrete construction member
JP2013227818A (en) * 2012-04-26 2013-11-07 Aiko Kk Deformed stainless steel rod material for concrete reinforcement
DE102013208413A1 (en) * 2013-05-07 2014-11-13 Badische Stahlwerke Gmbh Reinforcing steel, production method for reinforcing steel
JP2018043270A (en) * 2016-09-14 2018-03-22 高周波熱錬株式会社 Marking device for reinforcement
JP2020105729A (en) * 2018-12-26 2020-07-09 大和ハウス工業株式会社 Reinforcement bar for anchor bar, anchor bar and precast concrete foundation

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CN111094674A (en) * 2017-09-04 2020-05-01 “阿玛斯蒂尔”有限责任公司 Reinforcing bar with spiral section

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Publication number Priority date Publication date Assignee Title
JP2003064823A (en) * 2001-06-15 2003-03-05 Maeda Corp Corner part reinforcing structure for reinforced concrete construction member
JP4666851B2 (en) * 2001-06-15 2011-04-06 前田建設工業株式会社 Reinforced concrete corner reinforcement structure
JP2013227818A (en) * 2012-04-26 2013-11-07 Aiko Kk Deformed stainless steel rod material for concrete reinforcement
DE102013208413A1 (en) * 2013-05-07 2014-11-13 Badische Stahlwerke Gmbh Reinforcing steel, production method for reinforcing steel
DE102013208413B4 (en) 2013-05-07 2019-10-10 Badische Stahlwerke Gmbh Reinforcing steel, production method for reinforcing steel
JP2018043270A (en) * 2016-09-14 2018-03-22 高周波熱錬株式会社 Marking device for reinforcement
JP2020105729A (en) * 2018-12-26 2020-07-09 大和ハウス工業株式会社 Reinforcement bar for anchor bar, anchor bar and precast concrete foundation

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