JP4770485B2 - Cr steel for reinforcing steel with excellent mechanical properties and corrosion resistance in concrete - Google Patents

Cr steel for reinforcing steel with excellent mechanical properties and corrosion resistance in concrete Download PDF

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JP4770485B2
JP4770485B2 JP2006018495A JP2006018495A JP4770485B2 JP 4770485 B2 JP4770485 B2 JP 4770485B2 JP 2006018495 A JP2006018495 A JP 2006018495A JP 2006018495 A JP2006018495 A JP 2006018495A JP 4770485 B2 JP4770485 B2 JP 4770485B2
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知洋 石井
工 宇城
古君  修
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JFE Steel Corp
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Description

本発明は、コンクリート中での耐食性に優れた鉄筋用Cr鋼に関する。   The present invention relates to a Cr steel for rebar excellent in corrosion resistance in concrete.

従来、コンクリート鉄筋用鋼としてはSD345鋼やSD390鋼などが用いられてきたが、このような普通鋼でできた鉄筋は、コンクリートが中性化した場合やコンクリート中に塩素イオンが混入した場合には容易に腐食されるため、コンクリート崩壊の危険性が指摘され、大きな問題となっている。   Conventionally, steels such as SD345 steel and SD390 steel have been used as concrete reinforcing steel, but such steel reinforcing steel is used when the concrete is neutralized or when chlorine ions are mixed into the concrete. Since it is easily corroded, the danger of concrete collapse is pointed out, which is a big problem.

その対策の一つとして、日本ではCr鋼鉄筋の適用が検討されている。例えば、特許文献1には、Cr量を5〜15mass%としたうえで、Co量を0.01〜1.0mass%添加してコンクリート中での耐食性を向上させた鉄筋用Cr鋼が提案されている。また、塩素含有量の多い再生骨材やエコセメント用鉄筋として、特許文献2には、Cr量を4.0〜10.0mass%としてコンクリート中でのアノード反応を低減させて必要な耐食性を確保したCr鋼が提案されている。   As one of the countermeasures, application of Cr steel bars is being studied in Japan. For example, Patent Document 1 proposes Cr steel for reinforcing bars in which the Cr content is 5 to 15 mass% and the Co content is 0.01 to 1.0 mass% to improve the corrosion resistance in concrete. In addition, as a recycled aggregate with a high chlorine content and rebar for eco-cement, Patent Document 2 states that Cr steel has 4.0 to 10.0 mass% Cr to reduce the anode reaction in concrete and ensure the necessary corrosion resistance. Has been proposed.

しかし、特許文献1や特許文献2で提案されているCr鋼では、熱間圧延ままでは強度が高過ぎるため熱間圧延後に焼鈍を行う必要があるが、この焼鈍時に鋼材表面に脱Cr層が形成されるため、耐食性が極めて悪化し、熱間圧延ままでは使用に適さない。したがって、脱Cr層を除去するため酸洗を行う必要があり、余分なコストがかかっていた。   However, the Cr steels proposed in Patent Document 1 and Patent Document 2 are too hot to be rolled, so it is necessary to perform annealing after hot rolling, but there is a Cr-free layer on the steel surface during this annealing. Since it is formed, the corrosion resistance is extremely deteriorated and is not suitable for use as it is in hot rolling. Therefore, it is necessary to perform pickling to remove the Cr removal layer, resulting in extra costs.

熱間圧延後の熱処理を必要としない方法として、特許文献3には、Cr量を12〜14mass%として耐食性を確保した13Crステンレス鋼の製造方法が提案されている。
特開2002-212682号公報 特開2004-10909号公報 特開平4-26719号公報
As a method that does not require heat treatment after hot rolling, Patent Document 3 proposes a method for producing 13Cr stainless steel that secures corrosion resistance by setting the Cr amount to 12 to 14 mass%.
Japanese Patent Laid-Open No. 2002-212682 Japanese Patent Laid-Open No. 2004-10909 JP-A-4-26719

しかしながら、特許文献3に記載されたステンレス鋼では、組織全体が高強度で脆いマルテンサイト相からなるため、脆性遷移温度が比較的高く、寒冷地では靭性不足となり使用できない。   However, the stainless steel described in Patent Document 3 cannot be used because the entire structure is composed of a high-strength and brittle martensite phase, so that the brittle transition temperature is relatively high and the toughness is insufficient in cold regions.

一方、海外では、塩害地域用防食鉄筋として、ステンレス鋼鉄筋が部分的に使用されているが、それらはほとんどがSUS304やSUS316といったオーステナイト系ステンレス鋼であり、耐食性には極めて優れているが、高価であり使用範囲が限定されるという問題がある。   On the other hand, stainless steel bars are partially used overseas as corrosion protection reinforcing bars for salt damage areas, but most of them are austenitic stainless steels such as SUS304 and SUS316, which are extremely excellent in corrosion resistance but expensive. There is a problem that the range of use is limited.

本発明は、上記の実情に鑑み開発されたもので、オーステナイト系ステンレス鋼よりも安価であり、熱間圧延後の焼鈍や酸洗が不要で、熱間圧延ままでも靭性などの機械的性質とコンクリート中での耐食性に優れた鉄筋用Cr鋼を提供することを目的とする。   The present invention was developed in view of the above circumstances, is cheaper than austenitic stainless steel, does not require annealing or pickling after hot rolling, and has mechanical properties such as toughness even in hot rolling. The purpose is to provide Cr steel for reinforcing bars with excellent corrosion resistance in concrete.

本発明者らは、熱間圧延ままでも機械的性質とコンクリート中での耐食性に優れた鉄筋用Cr鋼について鋭意検討を行ったところ、以下の知見を得た。
1)熱間圧延前の加熱中に組織がフェライト相+オーステナイト相からなる成分組成では、熱間圧延後に焼鈍などの工程を経なくても靭性が良好なフェライト相が生成し、安価に鉄筋用鋼として十分な靭性が得られる。
2)Cr量を10.0mass%超、20.0mass%未満とし、組織をフェライト相とマルテンサイト相の2相とし、かつフェライト相の体積率を30〜90%とすれば、強度、加工性の面から見て鉄筋用に適しており、かつ靭性およびコンクリート中での耐食性に優れた鉄筋用鋼が得られる。
The inventors of the present invention have made extensive studies on Cr steel for reinforcing bars that are excellent in mechanical properties and corrosion resistance in concrete even in hot rolling, and obtained the following knowledge.
1) The component composition consisting of a ferrite phase + austenite phase during heating before hot rolling produces a ferrite phase with good toughness even without passing through annealing and other processes after hot rolling, and is inexpensive for reinforcing steel Sufficient toughness can be obtained as steel.
2) If the Cr amount is more than 10.0 mass% and less than 20.0 mass%, the structure is two phases of ferrite phase and martensite phase, and the volume fraction of ferrite phase is 30-90%, the strength and workability will be improved. As a result, it is possible to obtain a steel for reinforcing bars that is suitable for reinforcing bars and excellent in toughness and corrosion resistance in concrete.

本発明は、こうした知見に基づきなされたもので、C:0.005mass%超、0.1mass%未満、N:0.005mass%超、0.1mass%未満、Mn:0.05mass%超、2.0mass%未満、Si:0.05mass%超、2.0mass%未満、P:0.04mass%未満、S:0.03mass%未満、Cr:10.0mass%超、20.0mass%未満、残部Feおよび不可避的不純物からなり、フェライト相とマルテンサイト相からなる組織を有し、かつ前記フェライト相の体積率が30〜90%であることを特徴とする機械的性質とコンクリート中での耐食性に優れた熱間圧延ままの鉄筋用Cr鋼を提供する。 The present invention has been made based on such findings, C: more than 0.005 mass%, less than 0.1 mass%, N: more than 0.005 mass%, less than 0.1 mass%, Mn: more than 0.05 mass%, less than 2.0 mass%, Si : More than 0.05mass%, less than 2.0mass%, P: less than 0.04mass%, S: less than 0.03mass%, Cr: more than 10.0mass%, less than 20.0mass%, balance Fe and inevitable impurities, ferrite phase and martens Cr steel for rebar as hot-rolled with excellent mechanical properties and corrosion resistance in concrete, which has a structure consisting of a site phase and the volume fraction of the ferrite phase is 30 to 90% provide.

また、本発明の鉄筋用Cr鋼は、さらにMo:3.0mass%未満を含有することができる。 Moreover, reinforcing bars for Cr steel of the present invention, M o to further: can contain 3.0 mass% less than.

さらにまた、本発明の鉄筋用Cr鋼は、さらにNb:0.5mass%未満、Ti:0.5mass%未満、Ta:0.5mass%未満、Zr:0.5mass%未満、Al:0.5mass%未満、B:0.005mass%未満のうちから選ばれた少なくとも1種の元素を含有することができる。   Furthermore, the Cr steel for reinforcing bars of the present invention is further Nb: less than 0.5 mass%, Ti: less than 0.5 mass%, Ta: less than 0.5 mass%, Zr: less than 0.5 mass%, Al: less than 0.5 mass%, B: At least one element selected from less than 0.005 mass% can be contained.

本発明により、従来の普通鋼に比べ熱間圧延ままでも靭性などの機械的性質とコンクリート中での耐食性に優れた鉄筋用Cr鋼が得られる。また、本発明の鉄筋用Cr鋼は、オーステナイト系ステンレス鋼でなく、熱間圧延後の焼鈍や酸洗が不要なため、より安価に製造できる。   According to the present invention, it is possible to obtain a Cr steel for reinforcing steel that is superior in mechanical properties such as toughness and corrosion resistance in concrete even in hot rolling as compared with conventional ordinary steel. In addition, the Cr steel for reinforcing bars of the present invention is not an austenitic stainless steel and can be manufactured at a lower cost because annealing and pickling after hot rolling are not required.

以下に、本発明について詳細に説明する。   The present invention is described in detail below.

1)成分組成
C: Cはオーステナイト相および炭化物を生成させる元素である。オーステナイト相はマルテンサイト相に変態すると強度を高め、靭性を低下させる。また、炭化物および固溶炭素も強度を高める。しかしながら、C量が0.005mass%以下では、フェライト相の体積率が90%を超えるばかりか、炭化物および固溶炭素も少なくなり、鉄筋用として強度不足になる。一方、C量が0.1mass%以上では、フェライト相の体積率が30%未満となり、靭性の低下を招く。したがって、C量は、0.005mass%超、0.1mass%未満に限定する。
1) Component composition
C: C is an element that forms an austenite phase and carbide. When the austenite phase is transformed into a martensite phase, the strength increases and the toughness decreases. Carbides and solute carbon also increase strength. However, if the amount of C is 0.005 mass% or less, not only the volume fraction of the ferrite phase exceeds 90%, but also the amount of carbides and solid solution carbon decreases, resulting in insufficient strength for reinforcing bars. On the other hand, when the amount of C is 0.1 mass% or more, the volume fraction of the ferrite phase becomes less than 30%, leading to a decrease in toughness. Therefore, the amount of C is limited to more than 0.005 mass% and less than 0.1 mass%.

N: Nはオーステナイト相および窒化物を生成させる元素である。オーステナイト相はマルテンサイト相に変態すると強度を高め、靭性を低下させる。また、窒化物も強度を高める。しかしながら、N量が0.005mass%以下では、フェライト相の体積率が90%を超えるばかりか、窒化物も少なくなり、鉄筋用として強度不足になる。一方、N量が0.1mass%以上では、フェライト相の体積率が30%未満となり、靭性の低下を招く。したがって、N量は、0.005mass%超、0.1mass%未満に限定する。   N: N is an element that forms an austenite phase and a nitride. When the austenite phase is transformed into a martensite phase, the strength increases and the toughness decreases. Nitride also increases strength. However, when the N content is 0.005 mass% or less, not only the volume fraction of the ferrite phase exceeds 90%, but also the amount of nitride is reduced, resulting in insufficient strength for reinforcing bars. On the other hand, if the N content is 0.1 mass% or more, the volume fraction of the ferrite phase becomes less than 30%, which causes a decrease in toughness. Therefore, the N amount is limited to more than 0.005 mass% and less than 0.1 mass%.

Mn: MnもCと同様にオーステナイト相からマルテンサイト相への変態を促進する元素である。Mn量が0.05mass%以下では、フェライト相の体積率が90%を超えるため、鉄筋用として強度不足になる。一方、Mn量が2.0mass%以上になると、鋼中に残存する介在物が多くなって耐食性が劣化する。したがって、Mn量は、0.05mass%超、2.0mass%未満に限定する。   Mn: Like C, Mn is an element that promotes transformation from the austenite phase to the martensite phase. When the amount of Mn is 0.05 mass% or less, the volume fraction of the ferrite phase exceeds 90%, so that the strength is insufficient for reinforcing bars. On the other hand, when the Mn amount is 2.0 mass% or more, the inclusions remaining in the steel increase and the corrosion resistance deteriorates. Therefore, the amount of Mn is limited to more than 0.05 mass% and less than 2.0 mass%.

Si: Siは脱酸剤として有用であり、フェライト相を生じさせる元素である。しかしながら、Si量が0.05mass%以下では、十分な脱酸効果が得られず、2.0mass%以上になると、硬化して機械的性質の劣化を招く。したがって、Si量は、0.05mass%超、2.0mass%未満に限定する。   Si: Si is useful as a deoxidizer and is an element that produces a ferrite phase. However, if the Si amount is 0.05 mass% or less, a sufficient deoxidation effect cannot be obtained, and if it is 2.0 mass% or more, it hardens and causes deterioration of mechanical properties. Therefore, the amount of Si is limited to more than 0.05 mass% and less than 2.0 mass%.

P: Pは靭性等の機械的性質を劣化させるだけでなく、耐食性に対しても有害な元素であるので、少ないほど好ましい。特に、P量が0.04mass%以上になるとその悪影響が顕著になるので、P量は0.04mass%未満に限定する。   P: P is preferably as small as possible because it is an element harmful not only to mechanical properties such as toughness but also to corrosion resistance. In particular, when the P amount is 0.04 mass% or more, the adverse effect becomes significant, so the P amount is limited to less than 0.04 mass%.

S: SはMnと結合してMnSを形成し、錆発生の起点になるのみならず、結晶粒界に偏析して粒界脆化を促進させるので、少ないほど好ましい。特に、S量が0.03mass%以上になるとその悪影響が顕著になるので、S量は0.03mass%未満に限定する。   S: S combines with Mn to form MnS, which not only serves as a starting point for rust generation but also segregates at the grain boundaries to promote grain boundary embrittlement. In particular, when the S amount is 0.03 mass% or more, the adverse effect becomes significant, so the S amount is limited to less than 0.03 mass%.

Cr: Crは、本発明において耐食性の改善やフェライト相とマルテンサイト相の体積比率を調整するうえで重要な元素である。鉄筋としてコンクリート中で長期間使用されても腐食が問題にならないレベルの耐食性を確保するためには、Cr量を少なくとも10.0mass%超にする必要がある。一方、Cr量が20.0mass%以上になると、フェライト相の体積率が90%を超えるため、鉄筋用として強度不足になる。したがって、Cr量は、10.0mass%超、20.0mass%未満に限定する。   Cr: Cr is an important element in the present invention for improving the corrosion resistance and adjusting the volume ratio of the ferrite phase and the martensite phase. In order to ensure a level of corrosion resistance that does not cause corrosion even when used as a reinforcing bar in concrete for a long period of time, the Cr content must be at least over 10.0 mass%. On the other hand, when the Cr content is 20.0 mass% or more, the volume fraction of the ferrite phase exceeds 90%, and the strength becomes insufficient for reinforcing bars. Therefore, the Cr content is limited to more than 10.0 mass% and less than 20.0 mass%.

残部はFeおよび不可避的不純物であるが、以下の元素を少なくとも1種適宜含有させることができる。   The balance is Fe and inevitable impurities, but at least one of the following elements can be appropriately contained.

Mo: MoCr鋼の耐食性を向上させるうえで極めて有効な元素であるが、3.0mass%以上になるとコストアップが大きくなるうえ機械的性質が劣化するので、Mo量は3.0mass%未満に限定する。なお、その効果を発揮させるには、0.05mass%超であることが好ましい。 Mo: Mo is an extremely effective element for improving the corrosion resistance of Cr steel, but if it exceeds 3.0 mass%, the cost increases and the mechanical properties deteriorate, so the amount of Mo is limited to less than 3.0 mass%. To do. In addition, in order to exhibit the effect, it is preferable that it is more than 0.05 mass%.

Nb、Ti、Ta、Zr: Nb、Ti、Ta、Zrは、いずれもCr炭窒化物の析出を少なくして耐食性を向上させる働きがある。しかしながら、いずれも0.5mass%以上になると機械的性質が劣化するので、単独添加、複合添加いずれの場合も、Nb、Ti、Ta、Zrの量は0.5mass%未満に限定する。なお、その効果を発揮させるには、それぞれ0.01mass%超であることが好ましい。   Nb, Ti, Ta, Zr: Nb, Ti, Ta, and Zr all have the function of reducing the precipitation of Cr carbonitride and improving the corrosion resistance. However, since mechanical properties deteriorate when both are 0.5 mass% or more, the amount of Nb, Ti, Ta, and Zr is limited to less than 0.5 mass% in both cases of single addition and composite addition. In addition, in order to exhibit the effect, it is preferable that it is more than 0.01 mass%, respectively.

Al: Alは脱酸剤として有用であり、フェライト相を生じさせる元素でもある。Siによる脱酸が不十分な場合はAlによる脱酸が行われるが、その量が0.5mass%以上になると介在物が多くなって耐食性が劣化する。したがって、Al量は0.5mass%未満に限定する。なお、その効果を発揮させるには、0.01mass%超であることが好ましい。   Al: Al is useful as a deoxidizer and is also an element that produces a ferrite phase. When deoxidation with Si is insufficient, deoxidation with Al is performed, but when the amount exceeds 0.5 mass%, inclusions increase and corrosion resistance deteriorates. Therefore, the amount of Al is limited to less than 0.5 mass%. In addition, in order to exhibit the effect, it is preferable that it is more than 0.01 mass%.

B: BはNと結合することにより、Cr窒化物の析出を少なくして耐食性を向上させる作用がある。しかしながら、その量が0.005mass%以上になると熱間加工性が劣化すので、B量は0.005mass%未満に限定する。なお、その効果を発揮させるには、0.0005mass%超であることが好ましい。   B: When B is combined with N, it has the effect of reducing the precipitation of Cr nitride and improving the corrosion resistance. However, since the hot workability deteriorates when the amount is 0.005 mass% or more, the B amount is limited to less than 0.005 mass%. In addition, in order to exhibit the effect, it is preferable that it is more than 0.0005 mass%.

2)組織
本発明である鉄筋用Cr鋼の組織は、鉄筋用としての強度と加工性を確保するために、フェライト相とマルテンサイト相からなる組織にする必要がある。このとき、フェライト相の体積率は、靭性向上の観点から30%以上、強度確保の観点から90%以下にする必要がある。
2) Structure The structure of the Cr steel for reinforcing bars according to the present invention needs to be composed of a ferrite phase and a martensite phase in order to ensure the strength and workability for reinforcing bars. At this time, the volume fraction of the ferrite phase needs to be 30% or more from the viewpoint of improving toughness and 90% or less from the viewpoint of securing strength.

本発明である鉄筋用Cr鋼は、通常の方法で製造でき、熱間圧延後の焼鈍や酸洗は不要である。例えば、高炉溶銑を転炉にてCrを添加しつつ脱炭した溶鋼、あるいはスクラップ等のFe、Cr原料を電気炉にて溶解し、VOD等により脱炭、成分調整した溶鋼を連続鋳造にてブルームに、あるいは造塊によりインゴットにし、このブルームあるいはインゴットを1100〜1200℃に加熱し、熱間圧延または熱間鍛造により50mm角程度のビレットにし、このビレットを再び1100℃程度に加熱し、棒線圧延機により15mmφ程度の棒鋼とする。このとき、棒鋼に圧延後の冷却速度を30〜150℃/hにコントロールすることによりフェライト相とマルテンサイト相からなる組織が得られ、かつフェライト相の体積率を30〜90%に調整できる。   The Cr steel for reinforcing bars according to the present invention can be produced by an ordinary method, and does not require annealing or pickling after hot rolling. For example, molten steel obtained by decarburizing blast furnace hot metal while adding Cr in a converter, or melting Fe and Cr raw materials such as scrap in an electric furnace, decarburizing by VOD, etc. Ingot in bloom or ingot, this bloom or ingot is heated to 1100-1200 ° C, hot rolled or hot forged into a billet of about 50mm square, this billet is heated again to about 1100 ° C, Use a wire rolling mill to make a steel bar of about 15mmφ. At this time, a structure composed of a ferrite phase and a martensite phase is obtained by controlling the cooling rate after rolling to 30 to 150 ° C./h for the steel bar, and the volume ratio of the ferrite phase can be adjusted to 30 to 90%.

表1に示す成分組成からなる鋼a〜zの50kg鋼塊を真空溶解した、次いで、表面5mmを研削した後1170℃に加熱し、熱間鍛造により50mm角のビレットにした。このビレットを1100℃で1h加熱し、棒線圧延機により15mmφ棒鋼とし、30〜150℃/hの冷却速度で室温まで冷却した。こうして作製した棒鋼の鉄筋と、市販のSD390、SUS304、SUS316の鉄筋を用い以下の試験を行った。   A 50 kg steel ingot of steel a to z having the composition shown in Table 1 was vacuum-melted, and then the surface 5 mm was ground and then heated to 1170 ° C. to form a 50 mm square billet by hot forging. The billet was heated at 1100 ° C. for 1 h, converted into a 15 mmφ bar with a bar rolling mill, and cooled to room temperature at a cooling rate of 30 to 150 ° C./h. The following tests were carried out using the steel bar rebars produced in this way and commercially available SD390, SUS304, and SUS316 rebars.

(1)衝撃試験
鉄筋に深さ3mmの切り欠きを刻み、-25℃でJIS Z 2242に規定される金属材料衝撃試験を行い、破壊後の脆性破面率を測定して靭性を評価した。
(1) Impact test A notch with a depth of 3 mm was cut into the reinforcing bar, a metal material impact test specified in JIS Z 2242 was performed at -25 ° C, and the brittle fracture surface ratio after fracture was measured to evaluate toughness.

(2)コンクリート中での腐食試験
石膏材約1200kg/m3、砂膏材約800kg/m3、ポルトランドセメント300kg/m3、水200kg/m3、塩化物イオン添加量0.6kg/m3の組成のコンクリートを用いて、表面から30mmの位置に鉄筋を埋め込み、30日間養生を行って、鉄筋コンクリート試験体を作製した。この試験体に海水を毎日6時間噴霧した後に、コンクリートに生じた割れの程度(割れなし、割れ小、割れ大)と腐食面積率を測定し、コンクリート中での耐食性を評価した。
(2) Corrosion Test gypsum material about 1200 kg / m 3 in a concrete, Sunaaburazai about 800 kg / m 3, Portland cement 300 kg / m 3, water 200 kg / m 3, the chloride ion amount 0.6 kg / m 3 Using concrete with a composition, reinforcing bars were embedded 30 mm from the surface and cured for 30 days to prepare reinforced concrete specimens. After spraying seawater on this specimen for 6 hours every day, the degree of cracking (no cracking, small cracking, large cracking) and corrosion area rate in the concrete were measured, and the corrosion resistance in the concrete was evaluated.

結果を表1に示すが、本発明である鉄筋用Cr鋼a〜wは、靭性、コンクリート中での耐食性ともに良好であった。なお、従来例のSUS304やSUS316も、靭性、耐食性ともに良好であるが、これらはNi量が多くコスト高である。   The results are shown in Table 1. The Cr steels a to w for reinforcing bars according to the present invention were good in both toughness and corrosion resistance in concrete. The conventional SUS304 and SUS316 also have good toughness and corrosion resistance, but they have a large amount of Ni and are expensive.

Figure 0004770485
Figure 0004770485

Claims (3)

C:0.005mass%超、0.1mass%未満、N:0.005mass%超、0.1mass%未満、Mn:0.05mass%超、2.0mass%未満、Si:0.05mass%超、2.0mass%未満、P:0.04mass%未満、S:0.03mass%未満、Cr:10.0mass%超、20.0mass%未満、残部Feおよび不可避的不純物からなり、フェライト相とマルテンサイト相からなる組織を有し、かつ前記フェライト相の体積率が30〜90%であることを特徴とする機械的性質とコンクリート中での耐食性に優れた熱間圧延ままの鉄筋用Cr鋼。 C: more than 0.005 mass%, less than 0.1 mass%, N: more than 0.005 mass%, less than 0.1 mass%, Mn: more than 0.05 mass%, less than 2.0 mass%, Si: more than 0.05 mass%, less than 2.0 mass%, P: Less than 0.04 mass%, S: less than 0.03 mass%, Cr: more than 10.0 mass%, less than 20.0 mass%, consisting of the balance Fe and inevitable impurities, having a structure consisting of a ferrite phase and a martensite phase, and the ferrite phase Cr steel for rebar as hot rolled with excellent mechanical properties and corrosion resistance in concrete, characterized by a volume ratio of 30-90%. さらにMo:3.0mass%未満を含有することを特徴とする請求項1に記載の機械的性質とコンクリート中での耐食性に優れた熱間圧延ままの鉄筋用Cr鋼。 Further to M o: 3.0 mass% less than the characterized in that it contains claim 1 hot-rolled rebar for Cr steel with excellent corrosion resistance in the mechanical properties and concrete in described. さらにNb:0.5mass%未満、Ti:0.5mass%未満、Ta:0.5mass%未満、Zr:0.5mass%未満、Al:0.5mass%未満、B:0.005mass%未満のうちから選ばれた少なくとも1種の元素を含有することを特徴とする請求項1または請求項2に記載の機械的性質とコンクリート中での耐食性に優れた熱間圧延ままの鉄筋用Cr鋼。 Furthermore, Nb: less than 0.5 mass%, Ti: less than 0.5 mass%, Ta: less than 0.5 mass%, Zr: less than 0.5 mass%, Al: less than 0.5 mass%, B: at least 1 selected from less than 0.005 mass% 3. The hot-rolled Cr steel for rebar excellent in mechanical properties and corrosion resistance in concrete according to claim 1 or 2, characterized by containing various elements.
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