JP2002060903A - Bar steel for high strength reinforced concrete - Google Patents

Bar steel for high strength reinforced concrete

Info

Publication number
JP2002060903A
JP2002060903A JP2000251960A JP2000251960A JP2002060903A JP 2002060903 A JP2002060903 A JP 2002060903A JP 2000251960 A JP2000251960 A JP 2000251960A JP 2000251960 A JP2000251960 A JP 2000251960A JP 2002060903 A JP2002060903 A JP 2002060903A
Authority
JP
Japan
Prior art keywords
less
strength
reinforced concrete
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.)
Pending
Application number
JP2000251960A
Other languages
Japanese (ja)
Inventor
Shogo Kanazawa
正午 金沢
Tatsuo Yamashita
達雄 山下
Ken Kanetani
研 金谷
Takashi Shimanuki
貴志 島貫
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.)
TOMOE GIKEN KK
Tomoe Research and Development Ltd
Original Assignee
TOMOE GIKEN KK
Tomoe Research and Development 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 TOMOE GIKEN KK, Tomoe Research and Development Ltd filed Critical TOMOE GIKEN KK
Priority to JP2000251960A priority Critical patent/JP2002060903A/en
Publication of JP2002060903A publication Critical patent/JP2002060903A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide bar steel for high strength reinforced concrete producible as hot-rolled. SOLUTION: This bar steel for high strength reinforced concrete has a composition containing, by weight, 0.4 to 0.6% C, 0.02 to 0.7% Si, 1.35 to 2.0% Mn, <=0.03% P, <=0.03% S, 0.09 to 0.2% V, 0.01 to 0.02% N and 0.005 to 0.1% Al, and the balance Fe with inevitable impurities and has excellent mechanical properties such as proof stress, tensile strength, elongation and noncracking at a bending angle of 90 deg. as hot-rolled.

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、高強度鉄筋コンク
リート用棒鋼に係り、鉄筋コンクリートの構造物におい
てコンクリート補強に用いられる鉄筋コンクリート用熱
間圧延丸鋼及び異形棒鋼に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel bar for high-strength reinforced concrete, and more particularly to a hot-rolled round bar and a deformed steel bar for reinforced concrete used for reinforcing concrete in a reinforced concrete structure.

【0002】[0002]

【従来の技術】現在、鉄筋コンクリート用棒鋼(丸鋼、
異形棒鋼)は、丸鋼で耐力235N/mm以上(SR
235)、296N/mm以上(SR295)がJI
Sに規定されている。また、異形棒鋼は耐力295N/
mm以上(SD295A)から耐力490〜625N
/mm(SD490)までがJIS(JIS G 3
112)に規定されている。これらの鉄筋コンクリート
用棒鋼は構造物の設計耐力に応じて使い分けられている
が、現状の耐力レベルでは多数の鉄筋材の使用が必要で
あり、施工費削減の観点からさらに耐力の大きい鉄筋材
の開発が望まれているのが現状にある。
2. Description of the Related Art Currently, steel bars for reinforced concrete (round bars,
Deformed bar) is a round steel with a proof strength of 235 N / mm 2 or more (SR
235), 296N / mm 2 or more (SR295) is JI
S. In addition, deformed steel bars have a yield strength of 295 N /
mm 2 or more (SD295A) to proof strength 490-625N
/ Mm 2 (SD490) up to JIS (JIS G3
112). These steel bars for reinforced concrete are used properly according to the design strength of the structure, but the current strength level requires the use of a large number of steel bars, and the development of steel bars with higher strength from the viewpoint of reducing construction costs. It is presently desired.

【0003】その他、高層鉄筋コンクリート造建築物に
用いられる鉄筋コンクリート用高強度異形棒鋼が規格化
されている。この異形棒鋼には耐力685N/mm
上(USD685)と耐力980N/mm以上(US
D980)の2種類があり、加えて特殊な横補強鉄筋用
に耐力785N/mm以上(USD785)と耐力1
275N/mm以上の2種類がある。しかし、上記異
形棒鋼の内、790N/mmを満足するUSD980
は、化学成分の規定値(C:0.80wt%以下、S
i:2.00wt%以下、Mn:2.20wt%以下、
Cu:0.05wt%以下)から、焼入れ−焼戻しなど
の熱処理によって強度を確保しているものである。した
がって、製法上から非常に高価であるという問題点を有
しており、使用範囲も構造性能上から高強度異形棒鋼が
必要となるような高強度コンクリートを使用する高層鉄
筋コンクリート造建築物に限定される。
[0003] In addition, high-strength deformed steel bars for reinforced concrete used in high-rise reinforced concrete buildings have been standardized. This deformed steel bar has a yield strength of 685 N / mm 2 or more (USD 685) and a yield strength of 980 N / mm 2 or more (US
D980) and proof stress 785 N / mm 2 or more (USD 785) and proof stress 1 for special transverse reinforcing steel.
275 N / mm 2 or more. However, among the above deformed steel bars, USD980 satisfying 790 N / mm 2
Is the specified value of the chemical component (C: 0.80 wt% or less, S
i: 2.00 wt% or less, Mn: 2.20 wt% or less,
(Cu: 0.05 wt% or less), the strength is secured by heat treatment such as quenching and tempering. Therefore, it has a problem that it is very expensive from the manufacturing method, and its use range is limited to high-rise reinforced concrete buildings using high-strength concrete that requires high-strength deformed steel bars from structural performance. You.

【0004】[0004]

【発明が解決しようとする課題】上述したように、従
来、C、Mn含有量を調整し熱間圧延で製造される鉄筋
コンクリート用棒鋼では、高強度棒鋼は得られなかっ
た。また、C−Si−Mn系鋼で高強度棒鋼を得るため
には成分調整のほかに熱処理が必要であり、製品は非常
に高価になるため特殊用途以外には使用できない現状に
ある。本発明は、このような現状に鑑み、熱間圧延まま
で製造可能な高強度鉄筋コンクリート用棒鋼を提供する
ものである。
As described above, conventionally, high-strength steel bars have not been obtained from steel bars for reinforced concrete manufactured by hot rolling by adjusting the contents of C and Mn. In addition, in order to obtain a high-strength steel bar from a C-Si-Mn-based steel, heat treatment is required in addition to component adjustment, and the product is extremely expensive, so that it cannot be used except for special purposes. The present invention has been made in view of such circumstances, and provides a high-strength steel bar for reinforced concrete that can be manufactured as hot rolled.

【0005】[0005]

【課題を解決するための手段】本発明は上記課題を解決
するためのもので、従来の鉄筋コンクリート用棒鋼の成
分系はC−Si−Mn系であり、これでは熱間圧延まま
では高強度が得られず、高強度を得るためには熱処理が
必要であるため非常に高価であったが、本発明ではC−
Si−Mn系成分にV、Nを添加することにより生成す
るV析出物(V炭化物、V窒化物、V炭窒化物)によ
り、熱間圧延ままで実用上有効な高強度が得られること
を見出したものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and the component system of a conventional steel bar for reinforced concrete is a C-Si-Mn system. Although it was not obtained, it was very expensive because heat treatment was required to obtain high strength.
V precipitates (V carbides, V nitrides, V carbonitrides) formed by adding V and N to Si-Mn-based components can provide practically effective high strength as hot rolled. It was found.

【0006】本発明は、C:0.4〜0.6wt%、S
i:0.02〜0.7wt%、Mn:1.35〜2.0
wt%、P:0.03wt%以下、S:0.03wt%
以下、V:0.09〜0.2wt%、N:0.01〜
0.02%wt%、Al:0.005〜0.1wt%を
含み、残部Fe及び不可避不純物からなる耐力790N
/mm以上の熱間圧延高強度鉄筋コンクリート用棒鋼
である。また本発明は、C:0.4〜0.6wt%、S
i:0.02〜0.7wt%、Mn:1.35〜2.0
wt%、P:0.03wt%以下、S:0.03wt%
以下、V:0.09〜0.2wt%、N:0.01〜
0.02%wt%、Al:0.005〜0.1wt%を
含み、さらにCu:0.7wt%以下、Ni:0.5w
t%以下Cr:0.3wt%以下、Mo:0.3wt%
以下、Nb:0.1wt%以下、Ti:0.05wt%
以下、B:0.0010wt%以下の1種または2種以
上を含み、残部Fe及び不可避不純物からなる耐力79
0N/mm以上の熱間圧延高強度鉄筋コンクリート用
棒鋼である。
According to the present invention, C: 0.4-0.6 wt%, S
i: 0.02 to 0.7 wt%, Mn: 1.35 to 2.0
wt%, P: 0.03 wt% or less, S: 0.03 wt%
Hereinafter, V: 0.09 to 0.2 wt%, N: 0.01 to
0.02% wt%, Al: 0.005 to 0.1wt%, proof stress 790N composed of balance Fe and unavoidable impurities
/ Mm 2 or more for hot-rolled high-strength reinforced concrete bars. In addition, the present invention provides a method for preparing C: 0.4 to 0.6 wt%,
i: 0.02 to 0.7 wt%, Mn: 1.35 to 2.0
wt%, P: 0.03 wt% or less, S: 0.03 wt%
Hereinafter, V: 0.09 to 0.2 wt%, N: 0.01 to
0.02% wt%, Al: 0.005 to 0.1wt%, Cu: 0.7wt% or less, Ni: 0.5w
t% or less Cr: 0.3 wt% or less, Mo: 0.3 wt%
Below, Nb: 0.1 wt% or less, Ti: 0.05 wt%
Hereinafter, B: one or two or more of 0.0010 wt% or less, and the proof stress 79 consisting of the balance of Fe and unavoidable impurities
It is a hot-rolled high-strength steel bar for reinforced concrete of 0 N / mm 2 or more.

【0007】また本発明は、C:0.4〜0.6wt
%、Si:0.02〜0.7wt%、Mn:1.35〜
2.0wt%、P:0.03wt%以下、S:0.03
wt%以下、V:0.09〜0.2wt%、N:0.0
1〜0.02%wt%、Al:0.005〜0.1wt
%を含み、さらにCa:0.005wt%以下、希土類
元素(La,Ce,Y、等):0.005%以下の1種
または2種以上を含み、残部Fe及び不可避不純物から
なる耐力790N/mm以上の熱間圧延高強度鉄筋コ
ンクリート用棒鋼である。さらに、本発明は、C:0.
4〜0.6wt%、Si:0.02〜0.7wt%、M
n:1.35〜2.0wt%、P:0.03wt%以
下、S:0.03wt%以下、V:0.09〜0.2w
t%、N:0.01〜0.02%wt%、Al:0.0
05〜0.1wt%を含み、さらにCu:0.7wt%
以下、Ni:0.5wt%以下Cr:0.3wt%以
下、Mo:0.3wt%以下、Nb:0.1wt%以
下、Ti:0.05wt%以下、B:0.0010wt
%以下の1種または2種以上、及びCa:0.005w
t%以下、希土類元素(La,Ce,Y、等):0.0
05%以下の1種または2種以上を含み残部Fe及び不
可避不純物からなる耐力790N/mm以上の熱間圧
延高強度鉄筋コンクリート用棒鋼である。
In the present invention, C: 0.4 to 0.6 wt.
%, Si: 0.02-0.7 wt%, Mn: 1.35-
2.0 wt%, P: 0.03 wt% or less, S: 0.03
wt% or less, V: 0.09 to 0.2 wt%, N: 0.0
1-0.02% wt%, Al: 0.005-0.1wt
%, Further contains one or more of Ca: 0.005% by weight or less and rare earth elements (La, Ce, Y, etc.): 0.005% or less, and a proof stress of 790 N / It is a hot-rolled high-strength steel bar for reinforced concrete of 2 mm or more. Further, the present invention provides a method for preparing C: 0.
4 to 0.6 wt%, Si: 0.02 to 0.7 wt%, M
n: 1.35 to 2.0 wt%, P: 0.03 wt% or less, S: 0.03 wt% or less, V: 0.09 to 0.2 w
t%, N: 0.01 to 0.02% wt%, Al: 0.0
0.05 to 0.1 wt%, and further Cu: 0.7 wt%
Ni: 0.5 wt% or less, Cr: 0.3 wt% or less, Mo: 0.3 wt% or less, Nb: 0.1 wt% or less, Ti: 0.05 wt% or less, B: 0.0010 wt%
% Or less, and Ca: 0.005w
t% or less, rare earth element (La, Ce, Y, etc.): 0.0
It is a hot-rolled high-strength steel bar for reinforced concrete containing at least 790 N / mm 2 and containing at least one or two or less of 0.05% and the balance being Fe and unavoidable impurities.

【0008】[0008]

【作用】本発明においては、C:0.4〜0.6wt%
と従来の熱間圧延鉄筋コンクリート用棒鋼よりも多く含
み、N:0.01〜0.02wt%含有し、かつV:
0.09〜0.2wt%含有することにより、V析出物
(V窒化物、炭化物、V炭窒化物)を形成する。その析
出硬化により耐力等の強度上昇が認められ、熱間圧延ま
まで耐力780N/mm以上、伸び10%以上、曲げ
角度90°で割れなしの特性を有する熱間圧延高強度鉄
筋コンクリート用棒鋼が得られるものである。
In the present invention, C: 0.4 to 0.6 wt%
N: 0.01 to 0.02 wt%, and V:
By containing 0.09 to 0.2 wt%, V precipitates (V nitride, carbide, V carbonitride) are formed. Increase in strength such as proof stress is recognized by the precipitation hardening, and a hot-rolled high-strength reinforced concrete steel bar having a proof strength of 780 N / mm 2 or more, an elongation of 10% or more, and a bending angle of 90 ° without cracking as hot rolled is obtained. It is obtained.

【0009】以下に、本発明の成分限定理由を示す。C
は、単独にはパーライト分率増加による強度上昇効果を
有するが、さらにV炭化物、V炭窒化物のV析出物を形
成させることによる耐力増加に寄与するものである。
C:0.4wt%以上含むことにより、パーライト分率
増加、V炭化物、V炭窒化物の形成により耐力が向上
し、耐力790N/mm以上が得られる。C:0.6
wt%を超えると延性が低下し、伸び、曲げ角度の要求
特性を満足しなくなる。また、C:0.4〜0.6wt
%の範囲ではフェライト析出量は少ないが、V炭化物、
V炭窒化物の析出硬化により耐力上昇効果を維持する。
The reasons for limiting the components of the present invention are described below. C
Alone has an effect of increasing strength by increasing the pearlite fraction, but further contributes to an increase in proof stress by forming V precipitates of V carbide and V carbonitride.
C: By containing 0.4 wt% or more, the pearlite fraction increases, and the proof stress is improved by the formation of V carbide and V carbonitride, whereby the proof stress of 790 N / mm 2 or more can be obtained. C: 0.6
If the content exceeds wt%, ductility decreases, and the required characteristics of elongation and bending angle are not satisfied. C: 0.4 to 0.6 wt
%, Ferrite precipitation amount is small, but V carbide,
The effect of increasing the proof stress is maintained by precipitation hardening of V carbonitride.

【0010】Nは、通常の転炉鋼レベルでは30ppm
程度であるのに対し、本発明でN:0.01〜0.02
%wtの範囲とした。NはV窒化物、V炭窒化物の析出
硬化による強度上昇と、該析出物によるピンニング効果
による耐力向上のためにN:0.01wt%以上含む必
要がある。N:0.02wt%を超えると鋼魂製造時に
余剰のNが気泡として鋼塊内に残存し、健全な製品を得
ることが難しいので、N:0.01〜0.02wt%の
範囲とした。Vは、鋼中含有成分であるC、NとV窒化
物、V炭化物、V炭窒化物のV析出物を形成し、これら
V析出物の析出硬化による強度上昇とV析出物のピンニ
ング効果による耐力向上には、V:0.09w%以上含
む必要があり、0.09wt%未満では充分な効果が得
られない。またV:0.2wt%を越えると延性が低下
するのでV:0.09〜0.2wt.%の範囲とした。
N is 30 ppm at a normal converter steel level.
In the present invention, N: 0.01 to 0.02
% Wt. N must be contained in an amount of 0.01 wt% or more in order to increase the strength due to precipitation hardening of V nitride and V carbonitride and to improve the yield strength due to the pinning effect of the precipitate. If N: more than 0.02 wt%, excess N remains as bubbles in the steel ingot at the time of producing the steel soul, and it is difficult to obtain a sound product. Therefore, N is set in the range of 0.01 to 0.02 wt%. . V forms V precipitates of C, N and V nitrides, V carbides, and V carbonitrides, which are the components contained in steel, and increases the strength by precipitation hardening of these V precipitates and the pinning effect of the V precipitates. In order to improve the yield strength, it is necessary to contain V: 0.09% by weight or more, and if it is less than 0.09% by weight, a sufficient effect cannot be obtained. Further, if V exceeds 0.2 wt%, ductility decreases, so V is set in the range of 0.09 to 0.2 wt%.

【0011】Siは、強度増加と溶綱の脱酸のために
0.02wt%以上を必要とするが、0.7wt%を超
えると延性が低下するためSi:0.02〜0.7wt
%の範囲とした。Mnは、強度確保のために添加する
が、1.35wt%未満ではその効果は小さく、2.0
wt%を超えると延性を低下させるのでMn:1.35
〜2.0wt%の範囲とした。Alは、通常、脱酸元素
として用いられる範囲である0.005〜0.1wt%
の範囲に限定した。P、Sは、不純物元素として鋼中に
含まれるが、P:0.03wt%、S:0.03wt%
を超えると延性を阻害するため、P:0.03wt%以
下、S:0.03wt%以下に限定した。
[0011] Si requires 0.02 wt% or more to increase the strength and deoxidize the molten steel, but if it exceeds 0.7 wt%, the ductility decreases, so that Si: 0.02 to 0.7 wt%
%. Mn is added to secure strength, but its effect is small at less than 1.35 wt%,
If it exceeds wt%, the ductility is reduced, so that Mn is 1.35.
2.02.0 wt%. Al is usually in the range of 0.005 to 0.1 wt% used as a deoxidizing element.
Limited to the range. P and S are contained in steel as impurity elements, but P: 0.03 wt% and S: 0.03 wt%
If more than, the ductility is impaired, so that P is limited to 0.03 wt% or less and S: 0.03 wt% or less.

【0012】さらに、本発明の熱間圧延高強度鉄筋コン
クリート用棒鋼の強度、延性、継手効率の要求に応じ
て、Cu:0.7wt%以下,Ni:0.5wt%以
下,Cr:0.3wt%以下,Mo:0.3wt%以
下、Nb:0.1wt%以下,Ti:0.05wt%以
下、B:0.0010wt%以下の1種または2種以上
を含有させるものであり、これらは、いずれも強度、延
性向上のために添加するが、限定範囲を超えて添加する
と延性を低下させるのでこれを上限とした。また、C
a:0.005wt%以下,希土類元素(La,Ce,
Y、等):0.005wt%以下の1種または2種以上
を含有させるものであり、これらは、鋼中に不純物とし
て含有されるSの弊害を軽減する目的で添加するが、限
定範囲を超えて添加すると延性が低下するためこれを上
限とした。
Further, according to the requirements of the strength, ductility and joint efficiency of the hot-rolled high-strength reinforced concrete steel bars of the present invention, Cu: 0.7 wt% or less, Ni: 0.5 wt% or less, Cr: 0.3 wt%. % Or less, Mo: 0.3% by weight or less, Nb: 0.1% by weight or less, Ti: 0.05% by weight or less, B: 0.0010% by weight or less. All are added to improve the strength and ductility, but if added beyond the limited range, the ductility is reduced. Also, C
a: 0.005 wt% or less, rare earth element (La, Ce,
Y, etc.): one or more of 0.005 wt% or less are added, and these are added for the purpose of reducing the adverse effect of S contained as an impurity in steel, but the limited range is limited. If added in excess, ductility decreases, so this was made the upper limit.

【0013】なお、Vを添加した鋼としては厚鋼板が知
られている。この厚鋼板は橋梁、原油タンクなどの溶接
構造物に使用されるもので、要求される主な特性は強
度、靱性、溶接性である。したがって、そのC含有量は
0.20wt%以下と低く抑えられ、強度(引張り強
さ)は490〜590N/mm程度のものである。近
年、山形鋼の分野ではVを添加した強度(引張強さ)7
90N/mmの山形鋼が開発された。この鋼は送電鉄
塔用として開発された鋼で、要求される主特性は強度、
靱性、溶融亜鉛めっき割れ性である。したがって、この
鋼もC含有量は0.22wt%以下であり、引張強さ6
90〜840N/mm、耐力520N/mm2以上の
ものである。以上述べたとおり、V析出物を利用した鋼
はいずれもC含有量が低い。これはV析出物がフェライ
ト中に析出し耐力上昇に寄与するためである。これに対
して、本発明の熱間圧延高強度鉄筋コンクリート用棒鋼
ではC含有量が0.4〜0.6wt%と高い。従来はこ
のように高いC含有量の範囲ではパーライト分率が高く
なり(フェライトが少ない)、V析出物による強化は望
めないと考えられていた。本発明はこのように高いC含
有量の鋼でも、V及びN含有量を適正に規制することに
より、耐力上昇が図れることを見出し、なされた発明で
ある。
As a steel to which V is added, a thick steel plate is known. This thick steel plate is used for welding structures such as bridges and crude oil tanks, and the main characteristics required are strength, toughness, and weldability. Therefore, the C content is suppressed to as low as 0.20 wt% or less, and the strength (tensile strength) is about 490 to 590 N / mm 2 . In recent years, in the field of angle iron, the strength (tensile strength) to which V is added 7
An angle iron of 90 N / mm 2 was developed. This steel was developed for power transmission towers, and the main characteristics required are strength,
It is tough and hot-dip galvanized cracking. Therefore, this steel also has a C content of 0.22% by weight or less and a tensile strength of 6%.
90 to 840 N / mm 2 and proof strength of 520 N / mm 2 or more. As described above, all steels utilizing V precipitates have a low C content. This is because V precipitates precipitate in ferrite and contribute to an increase in proof stress. On the other hand, in the hot-rolled high-strength reinforced concrete steel bars of the present invention, the C content is as high as 0.4 to 0.6 wt%. Conventionally, it has been thought that in such a high C content range, the pearlite fraction becomes high (the amount of ferrite is small), and strengthening by V precipitates cannot be expected. The present invention has been made based on the finding that even with steel having such a high C content, the proof stress can be increased by appropriately regulating the V and N contents.

【0014】[0014]

【発明実施の形態】本発明の高強度鉄筋コンクリート用
棒鋼とは、熱間圧延により製造される丸鋼や異形棒鋼で
あり、鉄筋コンクリート構造物のコンクリート補強に用
いられるものである。本発明の高強度鉄筋コンクリート
用棒鋼は、耐力780N/mm以上、引張強さ112
0N/mm以上、伸び10%以上、曲げ角度90°で
割れなし等の特性を有することにより、(1)同一荷重
に耐える棒鋼の必要断面積を小さくでき、棒径の減少に
より鉄筋コンクリート構造物に占める棒鋼の重量を低減
することができる。(2)同一荷重に耐える棒鋼の配筋
本数を低減することができ、棒鋼接合の時間低減等に伴
い配筋工数、施工費の低減が図られる。また、鉄筋コン
クリート用棒鋼の高強度な品質に対する要求に応ずるこ
とができ、構造物の種類、設計法、施工法など利用分野
の拡大、構造物の大型化に対応することができるもので
ある。
BEST MODE FOR CARRYING OUT THE INVENTION The high-strength steel bars for reinforced concrete according to the present invention are round bars and deformed bars manufactured by hot rolling, and are used for reinforcing concrete of reinforced concrete structures. The steel bar for high-strength reinforced concrete of the present invention has a yield strength of 780 N / mm 2 or more and a tensile strength of 112.
0N / mm 2 or more, elongation more than 10%, the bending angle by having properties without such cracks in 90 °, (1) can be reduced necessary cross-sectional area of the steel bar to withstand the same load, reinforced concrete structures by decreasing the rod diameter Weight of the steel bar occupied by the steel bar can be reduced. (2) It is possible to reduce the number of bar arrangements of steel bars that can withstand the same load, and to reduce the man-hours for the arrangement of the bars and the construction cost due to the reduction of the time for joining the steel bars. Further, it can meet the demand for high-strength quality of steel bars for reinforced concrete, and can respond to expansion of application fields such as types of structures, design methods, construction methods, and enlargement of structures.

【0015】[0015]

【実施例】本発明の実施例を表1と表2に示す。表1は
本発明鋼と比較鋼の化学成分(wt%)を示したもので
あり、表2は製造条件、耐力(N/mm)、引張強さ
(N/mm)、伸びについての引張り試験結果、90
°曲げ時の割れの有無による曲げ試験結果を示したもの
である。表1、表2から明らかなように、本発明の組成
範囲内で、熱間圧延したままのNo1〜No10の本発
明の高強度鉄筋コンクリート用棒鋼は、耐力780N/
mm以上、引張強さ1120N/mm以上、伸び1
0%以上、曲げ角度90°で割れなし、という試験結果
が得られた。
EXAMPLES Examples of the present invention are shown in Tables 1 and 2. Table 1 shows the chemical components (wt%) of the steel of the present invention and the comparative steel, and Table 2 shows the production conditions, proof stress (N / mm 2 ), tensile strength (N / mm 2 ), and elongation. Tensile test result, 90
1 shows the results of a bending test based on the presence or absence of cracks during bending. As is clear from Tables 1 and 2, within the composition range of the present invention, the hot-rolled high-strength steel bars for reinforced concrete of No. 1 to No. 10 of the present invention have a yield strength of 780 N /
mm 2 or more, the tensile strength of 1120N / mm 2 or more, the elongation 1
A test result of 0% or more and no crack at a bending angle of 90 ° was obtained.

【0016】これに対して、比較鋼のNo11〜No1
4は、C(0.4%以下)、V、N、Alが本発明の範
囲外のものである。これは耐力、引張強さが低く、高強
度棒鋼は得られなかった。比較鋼のNo15は、C
(0.6%以上)、V、N、Alが本発明の範囲外のも
ので、熱間圧延後に熱処理したもので、耐力、引張強さ
は高いが、伸び、曲げで所望の特性が得られなかった。
また比較鋼のNo16は、Nが本発明の範囲外のもの
で、耐力、引張強さが低く、高強度棒鋼は得られなかっ
た。また鋼魂製造時に余剰のNが気泡として鋼塊内に残
存し、健全な製品を得ることが難しかった。
On the other hand, the comparative steels No. 11 to No. 1
In No. 4, C (0.4% or less), V, N, and Al are out of the range of the present invention. This was low in yield strength and tensile strength, and a high strength steel bar could not be obtained. No. 15 of the comparative steel is C
(0.6% or more), V, N, and Al are out of the range of the present invention and are heat-treated after hot rolling. They have high proof stress and tensile strength, but have desired properties by elongation and bending. I couldn't.
In Comparative Steel No. 16, N was out of the range of the present invention, the yield strength and tensile strength were low, and a high-strength steel bar was not obtained. In addition, excess N remains as bubbles in the steel ingot during the production of the steel soul, making it difficult to obtain a sound product.

【表1】 [Table 1]

【表2】 [Table 2]

【0017】[0017]

【発明の効果】以上説明したように、本発明によれば、
耐力、引張強さ、伸び、曲げ角度90°での割れなし等
の優れた機械的特性を有する高強度鉄筋コンクリート用
棒鋼を熱間圧延で製造するもので安価に提供することが
でき、また棒鋼径の減少による重量減少、及び高耐力化
による配筋本数低減が可能である。また、棒鋼の接合時
間が短縮でき、配筋工数、施工費の低減が図られるとい
う効果が図られるのものである。
As described above, according to the present invention,
A high-strength steel bar for reinforced concrete having excellent mechanical properties such as proof stress, tensile strength, elongation, and no cracking at a bending angle of 90 ° is manufactured by hot rolling. It is possible to reduce the weight due to the reduction in the number of bars, and to reduce the number of bars arranged by increasing the yield strength. In addition, the joining time of the steel bars can be shortened, and the effect of reducing the man-hour for reinforcing bars and the construction cost can be achieved.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 金谷 研 東京都江東区豊洲3丁目4番5号 株式会 社巴技研内 (72)発明者 島貫 貴志 東京都江東区豊洲3丁目4番5号 株式会 社巴技研内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Ken Kanaya 3-4-5 Toyosu, Koto-ku, Tokyo Inside Tomoe Giken (72) Inventor Takashi Shimanuki 3-4.5 Toyosu Toyosu, Koto-ku, Tokyo Shares Company Tomoe Giken

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 C:0.4〜0.6wt%、Si:0.
02〜0.7wt%、Mn:1.35〜2.0wt%、
P:0.03wt%以下、S:0.03wt%以下、
V:0.09〜0.2wt%、N:0.01〜0.02
%wt%、Al:0.005〜0.1wt%を含み、残
部Fe及び不可避不純物からなる耐力790N/mm
以上の熱間圧延高強度鉄筋コンクリート用棒鋼。
1. C: 0.4 to 0.6 wt%, Si: 0.
02-0.7 wt%, Mn: 1.35-2.0 wt%,
P: 0.03 wt% or less, S: 0.03 wt% or less,
V: 0.09 to 0.2 wt%, N: 0.01 to 0.02
% Wt%, Al: 0.005 to 0.1 wt%, proof stress 790 N / mm 2 consisting of balance Fe and inevitable impurities
The above hot-rolled high-strength steel bars for reinforced concrete.
【請求項2】 C:0.4〜0.6wt%、Si:0.
02〜0.7wt%、Mn:1.35〜2.0wt%、
P:0.03wt%以下、S:0.03wt%以下、
V:0.09〜0.2wt%、N:0.01〜0.02
%wt%、Al:0.005〜0.1wt%を含み、さ
らにCu:0.7wt%以下、Ni:0.5wt%以下
Cr:0.3wt%以下、Mo:0.3wt%以下、N
b:0.1wt%以下、Ti:0.05wt%以下、
B:0.0010wt%以下の1種または2種以上を含
み、残部Fe及び不可避不純物からなる耐力790N/
mm 以上の熱間圧延高強度鉄筋コンクリート用棒鋼。
2. C: 0.4 to 0.6 wt%, Si: 0.
02-0.7 wt%, Mn: 1.35-2.0 wt%,
P: 0.03 wt% or less, S: 0.03 wt% or less,
V: 0.09 to 0.2 wt%, N: 0.01 to 0.02
% Wt%, Al: 0.005 to 0.1 wt%.
Furthermore, Cu: 0.7 wt% or less, Ni: 0.5 wt% or less
Cr: 0.3 wt% or less, Mo: 0.3 wt% or less, N
b: 0.1 wt% or less, Ti: 0.05 wt% or less,
B: Including one or more of 0.0010 wt% or less
, Proof stress 790 N / consisting of Fe and unavoidable impurities
mm 2The above hot-rolled high-strength steel bars for reinforced concrete.
【請求項3】 C:0.4〜0.6wt%、Si:0.
02〜0.7wt%、Mn:1.35〜2.0wt%、
P:0.03wt%以下、S:0.03wt%以下、
V:0.09〜0.2wt%、N:0.01〜0.02
%wt%、Al:0.005〜0.1wt%を含み、さ
らにCa:0.005wt%以下、希土類元素:0.0
05%以下の1種または2種以上を含み、残部Fe及び
不可避不純物からなる耐力790N/mm以上の熱間
圧延高強度鉄筋コンクリート用棒鋼。
3. C: 0.4 to 0.6 wt%, Si: 0.1 to 0.3 wt%.
02-0.7 wt%, Mn: 1.35-2.0 wt%,
P: 0.03 wt% or less, S: 0.03 wt% or less,
V: 0.09 to 0.2 wt%, N: 0.01 to 0.02
% Wt%, Al: 0.005 to 0.1 wt%, Ca: 0.005 wt% or less, rare earth element: 0.0
A hot-rolled high-strength reinforced concrete steel bar containing not less than one or two or more kinds of not less than 05%, and having a proof strength of 790 N / mm 2 or more, the balance being Fe and unavoidable impurities.
【請求項4】 C:0.4〜0.6wt%、Si:0.
02〜0.7wt%、Mn:1.35〜2.0wt%、
P:0.03wt%以下、S:0.03wt%以下、
V:0.09〜0.2wt%、N:0.01〜0.02
%wt%、Al:0.005〜0.1wt%を含み、さ
らにCu:0.7wt%以下、Ni:0.5wt%以下
Cr:0.3wt%以下、Mo:0.3wt%以下、N
b:0.1wt%以下、Ti:0.05wt%以下、
B:0.0010wt%以下の1種または2種以上、及
びCa:0.005wt%以下、希土類元素:0.00
5%以下の1種または2種以上を含み残部Fe及び不可
避不純物からなる耐力790N/mm以上の熱間圧延
高強度鉄筋コンクリート用棒鋼。
4. C: 0.4 to 0.6 wt%, Si: 0.
02-0.7 wt%, Mn: 1.35-2.0 wt%,
P: 0.03 wt% or less, S: 0.03 wt% or less,
V: 0.09 to 0.2 wt%, N: 0.01 to 0.02
% Wt%, Al: 0.005 to 0.1 wt%, Cu: 0.7 wt% or less, Ni: 0.5 wt% or less, Cr: 0.3 wt% or less, Mo: 0.3 wt% or less, N
b: 0.1 wt% or less, Ti: 0.05 wt% or less,
B: one or more of 0.0010 wt% or less, Ca: 0.005 wt% or less, rare earth element: 0.00
A steel bar for hot-rolled high-strength reinforced concrete containing at least 790 N / mm 2 and containing not less than 5% of one or more kinds and the balance consisting of Fe and unavoidable impurities.
JP2000251960A 2000-08-23 2000-08-23 Bar steel for high strength reinforced concrete Pending JP2002060903A (en)

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Publication Number Publication Date
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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105200315A (en) * 2015-09-24 2015-12-30 武汉钢铁(集团)公司 Anchor rod steel and production method thereof
CN106011661A (en) * 2016-06-07 2016-10-12 河北钢铁股份有限公司承德分公司 Korea-standard SD600 hot rolled ribbed steel bar and production method
CN114959174A (en) * 2022-06-07 2022-08-30 西峡县丰业冶金材料有限公司 High-strength hot-rolled ribbed steel bar produced by utilizing rare earth elements and production method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105200315A (en) * 2015-09-24 2015-12-30 武汉钢铁(集团)公司 Anchor rod steel and production method thereof
CN106011661A (en) * 2016-06-07 2016-10-12 河北钢铁股份有限公司承德分公司 Korea-standard SD600 hot rolled ribbed steel bar and production method
CN114959174A (en) * 2022-06-07 2022-08-30 西峡县丰业冶金材料有限公司 High-strength hot-rolled ribbed steel bar produced by utilizing rare earth elements and production method thereof
CN114959174B (en) * 2022-06-07 2024-01-12 西峡县丰业冶金材料有限公司 High-strength hot rolled ribbed steel bar produced by rare earth element and production method thereof

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