JP3254107B2 - Ultra-high-strength steel sheet excellent in delayed fracture resistance and method of manufacturing the same - Google Patents
Ultra-high-strength steel sheet excellent in delayed fracture resistance and method of manufacturing the sameInfo
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- JP3254107B2 JP3254107B2 JP12138795A JP12138795A JP3254107B2 JP 3254107 B2 JP3254107 B2 JP 3254107B2 JP 12138795 A JP12138795 A JP 12138795A JP 12138795 A JP12138795 A JP 12138795A JP 3254107 B2 JP3254107 B2 JP 3254107B2
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- steel sheet
- ultra
- strength steel
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- element selected
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Description
【0001】[0001]
【産業上の利用分野】本発明は、耐遅れ破壊特性にすぐ
れる引張強度1180MPa以上の超高強度鋼板及びそ
の製造方法に関する。本発明によるこのような超高強度
鋼板、特に、薄鋼板は、例えば、パイプ用途として、自
動車のドアの補強部材等、軽量で且つ強度が要求される
用途や、また、Zn、Cd、Sn、Al、Cr、Ni、
Pb等のめっき処理や、クロメート処理、リン酸塩処理
等の化成処理、更には、有機塗装による防食表面処理を
施して、厳しい腐食環境において、種々の用途に好適に
用いることができる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an ultra-high-strength steel sheet having a tensile strength of 1180 MPa or more and excellent in delayed fracture resistance and a method for producing the same. Such ultra-high-strength steel sheets according to the present invention, in particular, thin steel sheets are, for example, as pipe applications, for applications requiring light weight and strength, such as reinforcing members for automobile doors, and for Zn, Cd, Sn, Al, Cr, Ni,
Plating treatment such as Pb, chemical conversion treatment such as chromate treatment and phosphate treatment, and further, anticorrosion surface treatment by organic coating can be performed, and it can be suitably used for various applications in severe corrosive environment.
【0002】[0002]
【従来の技術】地球の環境保全の観点から、最近、自動
車の燃費の改善要求が強い。そこで、車体の軽量化を図
るべく、バンパー、ドアのインパクト・ビーム等、自動
車の種々の補強部材用途に引張強度1180MPa以上
の超高強度薄鋼板のニーズが強くなっている。しかし、
1180MPa以上の強度を有する超高強度鋼を用いた
ボルトにおいては、水素脆化による割れ、所謂遅れ破壊
が発生することが、例えば、特開昭60−155644
号公報等に記載されているように、既に知られている。
従って、超高強度薄鋼板を用いた種々の部材において
も、大気環境下の腐食反応によって発生する水素が鋼板
中に入って、使用中に突然破壊するおそれがある。2. Description of the Related Art Recently, from the viewpoint of environmental protection of the earth, there is a strong demand for improving fuel efficiency of automobiles. Therefore, in order to reduce the weight of the vehicle body, the need for ultra-high-strength steel sheets having a tensile strength of 1180 MPa or more has been increasing for various reinforcing members of automobiles such as bumpers and door impact beams. But,
Bolts made of ultra-high-strength steel having a strength of 1180 MPa or more are susceptible to cracking due to hydrogen embrittlement, so-called delayed fracture, as described in, for example, JP-A-60-155644.
It is already known as described in Japanese Patent Publication No.
Therefore, even in various members using an ultra-high strength thin steel sheet, hydrogen generated by a corrosion reaction in an atmospheric environment may enter the steel sheet and be suddenly broken during use.
【0003】超高強度薄鋼板の遅れ破壊の防止について
は、特開平4−268053号公報に記載されているよ
うに、鋼中にSiを添加し、鋼板中への水素原子の侵入
を制御することによって、遅れ破壊の原因である水素脆
化の発生を防止する方法が提案されている。しかし、遅
れ破壊の発生要因は、必ずしも水素侵入に限られている
ものではなく、腐食ピット形成による応力集中も大きな
要因となる。従って、Si添加のみによって、遅れ破壊
の発生を十分に防止することは困難である。[0003] To prevent delayed fracture of an ultra-high strength thin steel sheet, as described in JP-A-4-268053, Si is added to steel to control the penetration of hydrogen atoms into the steel sheet. Accordingly, a method for preventing the occurrence of hydrogen embrittlement, which is a cause of delayed fracture, has been proposed. However, the cause of the delayed fracture is not necessarily limited to hydrogen intrusion, and the stress concentration due to the formation of corrosion pits is also a major factor. Therefore, it is difficult to sufficiently prevent delayed fracture from occurring only by adding Si.
【0004】また、特開平4−280940号公報に
は、点溶接部の耐水割れ性の改善について記載されてい
るが、3%以上のNiの添加を必要とし、コストの上昇
を招くので、実用的ではない。また、母材部の耐水割れ
特性については、何も言及されていない。更に、特開平
5−295481号公報には、鋼にCaを添加し、圧延
方向に伸展したMnSを球状のCaSに変えることによ
って、オーステナイト結晶粒界の結合力を強め、耐水素
脆化特性を向上させることが提案されている。遅れ破壊
は、特に、割れの起点部において、結晶粒界割れの形態
を示すことが多いが、しかし、破壊の全過程が粒界割れ
であることは殆どなく、従って、結晶粒界の強化は、総
括的な対策とはなり得ない。Japanese Patent Application Laid-Open No. Hei 4-280940 describes improvement of water cracking resistance of a spot welded portion. However, since addition of 3% or more of Ni is required and cost is increased, practical use is not possible. Not a target. Nothing is mentioned about the water cracking resistance of the base material. Furthermore, Japanese Patent Application Laid-Open No. 5-295481 discloses that by adding Ca to steel and changing MnS extended in the rolling direction to spherical CaS, the bonding force of austenite crystal grain boundaries is strengthened and hydrogen embrittlement resistance is improved. It has been proposed to improve. Delayed fracture often shows the form of grain boundary cracking, especially at the crack initiation point, but the whole process of fracture is rarely a grain boundary crack, and thus the strengthening of the grain boundary is difficult. It cannot be a comprehensive measure.
【0005】[0005]
【発明が解決しようとする課題】本発明は、引張強度が
1180MPa以上の超高強度薄鋼板における上記のよ
うな遅れ破壊の問題を解決するためのものであって、耐
遅れ破壊特性にすぐれる超高強度鋼板、特に、薄鋼板
と、その製造方法を提供することを目的とする。SUMMARY OF THE INVENTION The present invention is intended to solve the above-mentioned problem of delayed fracture in an ultra-high strength thin steel sheet having a tensile strength of 1180 MPa or more, and is excellent in delayed fracture resistance. It is an object of the present invention to provide an ultra-high strength steel sheet, particularly a thin steel sheet, and a method for producing the same.
【0006】[0006]
【課題を解決するための手段】本発明による耐遅れ破壊
特性にすぐれる超高強度鋼板は、重量%にてC 0.0
8〜0.30%、Si 1.0%未満、Mn 1.5〜3.0
%、S 0.010%以下、P 0.03〜0.15%、
Cu 0.10〜1.00%、及びNi 0.10〜4.00%
を含み、残部鉄及び不可避的不純物よりなり、マルテン
サイト、焼戻しマルテンサイト又はベイナイト組織のい
ずれか1種以上を体積率にて40%以上含み、強度が1
180MPa以上であることを特徴とする。The ultrahigh-strength steel sheet having excellent delayed fracture resistance according to the present invention has a C content of 0.0% by weight.
8 to 0.30%, Si less than 1.0%, Mn 1.5 to 3.0
%, S 0.010% or less, P 0.03 to 0.15%,
Cu 0.10 to 1.00% and Ni 0.10 to 4.00%
, The balance consisting of iron and inevitable impurities, containing at least 40% by volume of at least one of martensite, tempered martensite, and bainite structure, and having a strength of 1
The pressure is 180 MPa or more.
【0007】本発明によるこのような超高強度鋼板は、
本発明に従って、上記元素を含み、残部鉄及び不可避的
不純物よりなる鋼スラブを1100℃以上の温度に加熱
し、600℃以下の温度で巻取る熱間圧延を行なった
後、酸洗し、スケールを除き、冷間圧延を行ない、次い
で、連続焼鈍を行なうに際して、800℃以上、100
0℃以下の範囲の温度にて均熱した後、30℃/秒以下
の冷却速度にて、800〜650℃の範囲の温度まで徐
冷し、次いで、この温度から70℃/秒以上の冷却速度
にて400℃以下の温度まで冷却し、この後、再加熱す
るか、又はそのまま、150〜400℃の範囲の温度で
1〜20分間加熱する焼戻し処理を行なうことによって
得ることができる。[0007] Such an ultra-high strength steel sheet according to the present invention comprises:
According to the present invention, a steel slab containing the above elements, the balance consisting of iron and unavoidable impurities is heated to a temperature of 1100 ° C. or higher, and hot-rolled at a temperature of 600 ° C. or lower, and then pickled, scaled. , Except that when cold rolling is performed and then continuous annealing is performed, 800 ° C. or more and 100 ° C.
After soaking at a temperature in the range of 0 ° C. or lower, the temperature is gradually cooled to a temperature in the range of 800 to 650 ° C. at a cooling rate of 30 ° C./second or lower, and then cooling from this temperature to 70 ° C./second or more. It can be obtained by cooling at a speed to a temperature of 400 ° C. or less and then reheating, or performing a tempering treatment in which the material is heated at a temperature in a range of 150 to 400 ° C. for 1 to 20 minutes.
【0008】先ず、本発明において、鋼板の有する化学
成分の範囲及びその理由は、次のとおりである。Cは、
鋼板中にマルテンサイト組織等の所要組織を生成し、鋼
板を高強度化するために必須の元素であり、特に、本発
明に従って、1180MPa以上の引張強度を得るため
には、少なくとも0.08%の添加が必要である。しか
し、添加量が0.30%を越えるときは、加工性を低下さ
せたり、或いは耐食性の劣化等が原因となって、耐水素
脆化特性の劣化が促進されることもある。特に、本発明
においては、鋼板の強度及び耐食性の観点から、C量
は、0.12〜0.20%の範囲がより好ましい。First, in the present invention, the range of chemical components of the steel sheet and the reason thereof are as follows. C is
It is an essential element for generating a required structure such as a martensite structure in a steel sheet and increasing the strength of the steel sheet. In particular, in order to obtain a tensile strength of 1180 MPa or more according to the present invention, at least 0.08% Need to be added. However, when the addition amount exceeds 0.30%, the workability may be reduced, or the deterioration of the hydrogen embrittlement resistance may be accelerated due to the deterioration of the corrosion resistance or the like. In particular, in the present invention, from the viewpoint of the strength and corrosion resistance of the steel sheet, the C content is more preferably in the range of 0.12 to 0.20%.
【0009】Siは、延性を劣化させることなく、鋼を
固溶強化するために有効な元素である。しかし、添加量
が1.0%以上であるときは、その効果が飽和するのみな
らず、塗装性が低下する。そこで、本発明においては、
Si量は1.0%未満とする。Mnは、鋼の焼入性を高め
る元素であって、連続焼鈍設備においてマルテンサイト
を安定に生じさせるためには、1.5%以上の添加が必要
である。しかし、3.0%を越えるときは、その効果が飽
和するのみならず、偏析が大きくなり、組織が不均一と
なり、加工性が低下するので、添加量は3.0%を上限と
する。[0009] Si is an element effective for solid solution strengthening of steel without deteriorating ductility. However, when the addition amount is 1.0% or more, not only the effect is saturated, but also the paintability decreases. Therefore, in the present invention,
The Si content is less than 1.0%. Mn is an element that enhances the hardenability of steel. In order to stably generate martensite in continuous annealing equipment, Mn must be added in an amount of 1.5% or more. However, when the content exceeds 3.0%, not only the effect is saturated, but also segregation increases, the structure becomes non-uniform, and the workability deteriorates. Therefore, the upper limit of the addition amount is 3.0%.
【0010】Sは、Mn等と介在物を形成して、腐食発
生の起点となると共に、曲げ加工性等を劣化させるの
で、0.010%以下に規制する。特に好ましくは、0.0
05%以下である。Pは、本発明に従って、Cuと共に
添加することによって、生成錆を緻密化し、大気腐食環
境下における鋼の腐食速度を著しく低下するのに有効で
ある。また、Pは、鋼の強度や延性を高めるのにも有効
である。本発明によれば、これらの効果を有効に得るた
めには、Pを0.03%以上添加することが必要である。
しかし、Pは、一方において、粒界に偏析しやすく、粒
界強度を低下させるおそれもあるので、添加量の上限を
0.15%とする。特に、耐食性の向上と脆化抑制の観点
から、Pの添加量の上限は、0.07%が好ましい。Since S forms inclusions with Mn and the like and serves as a starting point of corrosion and degrades bending workability and the like, it is restricted to 0.010% or less. Particularly preferably, 0.0
Not more than 05%. P is effective in densifying the formed rust and significantly reducing the corrosion rate of steel in an atmospheric corrosion environment by adding P together with Cu according to the present invention. P is also effective in increasing the strength and ductility of steel. According to the present invention, in order to obtain these effects effectively, it is necessary to add P in an amount of 0.03% or more.
However, P, on the other hand, tends to segregate at the grain boundaries and may reduce the grain boundary strength.
0.15%. In particular, from the viewpoint of improving corrosion resistance and suppressing embrittlement, the upper limit of the amount of P added is preferably 0.07%.
【0011】Cuは、本発明に従って、微量のPと同時
に添加することによって、生成錆を緻密化し、大気腐食
環境下における鋼の腐食速度を著しく低減する。また、
Cuは、電気化学的に鉄よりも貴であるところから、上
記と共に、相乗的に鋼の耐食性を向上させる。このよう
な効果を有効に得るためには、少なくとも0.10%を添
加することが必要である。しかし、他方において、Cu
は、熱間圧延時の脆化を引き起こすおそれがあるので、
添加量の上限を1.00%とする。また、Cu添加による
上記熱間圧延時の脆化を防止するには、後述するよう
に、等量程度のNiを同時に添加することが好ましい。
本発明によれば、実用上の観点から、Cuの添加量は、
特に、0.20〜0.60%の範囲が好ましい。According to the present invention, Cu is added together with a small amount of P, thereby densifying the formed rust and significantly reducing the corrosion rate of steel in an atmospheric corrosion environment. Also,
Since Cu is electrochemically more noble than iron, it also synergistically improves the corrosion resistance of steel. In order to effectively obtain such an effect, it is necessary to add at least 0.10%. However, on the other hand, Cu
May cause embrittlement during hot rolling,
The upper limit of the amount added is 1.00%. Further, in order to prevent embrittlement at the time of the hot rolling due to the addition of Cu, as described later, it is preferable to simultaneously add an equivalent amount of Ni.
According to the present invention, from a practical viewpoint, the added amount of Cu is:
In particular, the range of 0.20 to 0.60% is preferable.
【0012】Niは、0.1%以上を添加することによっ
て、生成錆の緻密化により、鋼の耐食性を向上させる効
果を有する。しかし、過多に添加するときは、残留オー
ステナイトの増加による引張強度の低下原因となるの
で、上限を4.00%とする。また、Niは、Cu添加の
際の熱延脆性を抑制する効果をもつので、上述したよう
に、Cuと等量程度添加することが望ましい。しかしな
がら、Niは高価な金属であり、経済性の点から考慮す
れば、より好ましい添加範囲は、2.00%以下である。Ni, by adding 0.1% or more, has an effect of improving the corrosion resistance of steel by densifying the generated rust. However, an excessive addition causes a decrease in tensile strength due to an increase in retained austenite, so the upper limit is made 4.00%. Further, Ni has an effect of suppressing hot rolling embrittlement when Cu is added. Therefore, as described above, it is desirable to add Ni in an amount equivalent to Cu. However, Ni is an expensive metal, and a more preferable addition range is 2.00% or less from the viewpoint of economy.
【0013】本発明によれば、鋼板は、上記元素に加え
て、Ti 0.01〜0.50%、及びCr 0.10〜5.0
0%よりなる群から選ばれる少なくとも1種の元素を含
むことができる。According to the present invention, the steel sheet contains, in addition to the above elements, Ti 0.01 to 0.50% and Cr 0.10 to 5.0.
It may contain at least one element selected from the group consisting of 0%.
【0014】Tiは、結晶粒の細粒化と粒成長抑制効果
とを有し、鋼素材の水素脆性感受性を低下させ、更に
は、生成錆の緻密化の効果も有して、耐食性を向上させ
る。これらの効果を有効に得るためには、少なくとも0.
01%の添加が必要である。しかし、過多に添加すると
きは、Cとの析出物を形成し、所定の強度を得ることが
できなくなるので、添加量の上限を0.50%とする。特
に、本発明においては、添加量は0.03〜0.20%の範
囲が好ましい。[0014] Ti has the effect of reducing the crystal grain size and the effect of suppressing grain growth, reduces the hydrogen embrittlement susceptibility of the steel material, and also has the effect of densifying the formed rust, thereby improving the corrosion resistance. Let it. In order to obtain these effects effectively, at least 0.
01% addition is required. However, when excessively added, a precipitate with C is formed and a predetermined strength cannot be obtained. Therefore, the upper limit of the added amount is set to 0.50%. Particularly, in the present invention, the addition amount is preferably in the range of 0.03 to 0.20%.
【0015】Crは、鋼の焼入れ性を向上させると共
に、生成錆を緻密化することによって、鋼の耐食性を向
上させる。このような効果を有効に得るためには、少な
くとも0.10%の添加が必要である。しかし、過多に添
加するときは、焼入れ焼戻し後の靱性の低下の原因とな
り、更には、腐食形態の局在化(孔食性)を促進し、引
張応力集中による水素脆化割れの原因となるおそれがあ
るので、添加量の上限は5.00%とする。特に、耐食性
及び靱性の観点から、本発明においては、添加量は、1.
5〜3.5%の範囲が好ましい。[0015] Cr improves the hardenability of the steel and improves the corrosion resistance of the steel by densifying the formed rust. In order to effectively obtain such effects, it is necessary to add at least 0.10%. However, when added excessively, it may cause a decrease in toughness after quenching and tempering, further promote localization of corrosion form (pit corrosion), and cause hydrogen embrittlement cracking due to tensile stress concentration. Therefore, the upper limit of the addition amount is 5.00%. Particularly, from the viewpoint of corrosion resistance and toughness, in the present invention, the amount added is 1.
A range of 5 to 3.5% is preferred.
【0016】また、本発明によれば、鋼板は、Al 0.
05〜2.00%、W 0.05〜1.00%、及びCo
0.10〜5.00%よりなる群から選ばれる少なくとも1
種の元素を含むことができる。Further, according to the present invention, the steel sheet is made of Al.
0.05-2.00%, W 0.05-1.00%, and Co
At least one selected from the group consisting of 0.10-5.00%
Species elements can be included.
【0017】Alは、鋼の耐食性を向上させる効果があ
る。この効果を有効に得るには、0.05%以上の添加が
必要であるが、他方、過多に添加するときは、鋼の加工
性を低下させるので、添加量の上限を2.00%とする。
特に、本発明によれば、添加量は、0.15〜1.00%の
添加が好ましい。Al has the effect of improving the corrosion resistance of steel. In order to effectively obtain this effect, 0.05% or more of addition is necessary. On the other hand, when the addition is excessive, the workability of the steel is reduced, so the upper limit of the addition amount is 2.00%. I do.
In particular, according to the present invention, the addition amount is preferably 0.15 to 1.00%.
【0018】Wは、水溶液中で溶解して生じたタングス
テン酸イオンの吸着作用によって、耐孔食性を高める効
果にすぐれる。この効果を有効に得るには、少なくとも
0.05%の添加が必要である。しかし、1.00%を越え
て過多に添加しても、その効果が飽和するのみであるの
で、上限を1.00%とする。W has an excellent effect of improving the pitting corrosion resistance by the action of adsorbing tungstate ions generated by dissolution in an aqueous solution. To achieve this effect effectively, at least
0.05% addition is required. However, even if it is added in excess of 1.00%, the effect is only saturated, so the upper limit is made 1.00%.
【0019】Coは、固溶強化元素であり、しかも、靱
性を劣化させない特性を有し、更には、耐食性も高める
効果も有している。これらの効果を有効に得るには、0.
1%以上の添加が必要であり、特に、1.0%以上の添加
が好ましい。しかし、Coは、高価な元素であるので、
添加量の上限を5.00%とする。Co is a solid solution strengthening element, has the property of not deteriorating the toughness, and has the effect of increasing the corrosion resistance. To obtain these effects effectively, 0.
Addition of 1% or more is necessary, and addition of 1.0% or more is particularly preferable. However, since Co is an expensive element,
The upper limit of the amount added is 5.00%.
【0020】更に、本発明によれば、鋼板は、La 0.
001〜0.100%、Ce 0.001〜0.100%、及
びミッシュメタル 0.001〜0.100%よりなる群か
ら選ばれる少なくとも1種の元素を含むことができる。Further, according to the present invention, the steel sheet is La 0.
It may contain at least one element selected from the group consisting of 001 to 0.100%, Ce 0.001 to 0.100%, and misch metal 0.001 to 0.100%.
【0021】La、Ce又はミッシュメタルは、いずれ
も、鋼が腐食する際に、水溶液中に溶解して、アルカリ
性の水酸化物を生成し、かくして、腐食表面での鉄イオ
ンの溶出に伴う加水分解反応によって、酸性化を中和、
抑制する作用があり、これによって耐食性を向上させ
る。腐食反応による局所的な酸性化は、単に、腐食、即
ち、遅れ破壊の原因となる水素発生反応を促進するのみ
ならず、亀裂発生を促す応力集中のもととなる孔食の生
成を促進するので、これら元素の添加は、平均的な腐食
速度を低減すると共に、耐孔食性の向上の効果も有す
る。Any of La, Ce or misch metal dissolves in the aqueous solution when the steel is corroded to form an alkaline hydroxide, and thus hydrolyzes with the elution of iron ions on the corroded surface. Neutralizes acidification by decomposition reaction
It has a suppressing effect, thereby improving the corrosion resistance. Local acidification by corrosion reactions not only promotes corrosion, ie, the hydrogen evolution reaction that causes delayed fracture, but also promotes the formation of pitting, which causes stress concentrations that promote cracking. Therefore, the addition of these elements has the effect of reducing the average corrosion rate and improving pitting corrosion resistance.
【0022】このような耐食性向上の効果を有効に発揮
させるには、上記元素又はミッシュメタルは、いずれ
も、0.001%以上の添加が必要であるが、しかし、過
多に添加するときは、酸化物系介在物を増加させ、加工
性を低下させると共に、製鋼中、炉壁の溶損を招くおそ
れもあるので、添加量は、いずれの元素又はミッシュメ
タルについても、上限を0.100%とする。In order to effectively exhibit such an effect of improving corrosion resistance, it is necessary to add 0.001% or more of each of the above elements or misch metals. The oxide content increases, the workability is lowered, and the steel wall may be damaged during steelmaking. Therefore, the upper limit is 0.100% for any element or misch metal. And
【0023】本発明によれば、鋼板には、Caを添加す
ることができる。Caも、上述したLa、Ce及びミッ
シュメタルと同様の効果を有し、鋼の耐食性の向上に有
効な元素であり、更に、前述したように、Caは、圧延
方向に伸展したMnSを球状のCaSに変えることによ
って、オーステナイト結晶粒界の強化の効果も有する。
更には、固溶Caは、電子を放出することにより、鉄原
子間の結合力を高める作用も有する。従って、Caの添
加によって、耐食性の向上と素材の水素脆性感受性の抑
制の相乗効果を実現することができる。According to the present invention, Ca can be added to the steel sheet. Ca also has an effect similar to that of La, Ce and misch metal described above, and is an effective element for improving the corrosion resistance of steel. Further, as described above, Ca is obtained by forming MnS expanded in the rolling direction into a spherical shape. Changing to CaS also has the effect of strengthening austenite grain boundaries.
Furthermore, the solid solution Ca also has the effect of increasing the bonding force between iron atoms by emitting electrons. Therefore, a synergistic effect of improving corrosion resistance and suppressing hydrogen embrittlement susceptibility of the material can be realized by the addition of Ca.
【0024】このような効果を有効に得るためには、C
aは、0.001%以上を添加すればよいが、しかし、過
多に添加するときは、粗大な介在物を生成して、加工性
を低下させるので、添加量の上限を0.100%とする。
実用的には、上限は、0.010%が好ましい。In order to obtain such an effect effectively, C
a may be added in an amount of 0.001% or more. However, when excessively added, coarse inclusions are generated and workability is deteriorated. Therefore, the upper limit of the addition amount is set to 0.100%. I do.
Practically, the upper limit is preferably 0.010%.
【0025】高強度鋼の遅れ破壊は、現象的には、鋼中
に侵入した拡散性水素が引張応力勾配に従ってある箇所
に局所的に集中し、その箇所において、鋼が水素脆化割
れを起こすことであるとみられる。水素脆化割れは、面
圧説、鉄原子間の凝集力低下説等の種々の機構が提案さ
れているものの、未だ、明確には解明されてないが、水
素の吸収しやすさ、拡散しやすさ、及び鋼自身の水素脆
化感受性の3つの要因が相互に関連した現象であると理
解される。The delayed fracture of high-strength steel phenomena is that diffusible hydrogen infiltrated into steel concentrates locally at a certain point according to a tensile stress gradient, and at that point, the steel causes hydrogen embrittlement cracking. It seems that it is. Although various mechanisms have been proposed for hydrogen embrittlement cracking, such as the theory of surface pressure and the theory of reduced cohesive force between iron atoms, they have not yet been elucidated yet, but they have a tendency to absorb hydrogen and diffuse hydrogen. It is understood that the three factors of easiness and the susceptibility of the steel itself to hydrogen embrittlement are interconnected phenomena.
【0026】従って、水素脆化の対策として、素材側か
らは、(1)水素の侵入経路を遮ること、(2)水素の
鋼中での拡散と引張応力部への集中を抑制すること、
(3)鋼自身の水素脆化性感受性を低くすることの3つ
の対策が有効であると考えられる。従来、水素脆化の対
策としては、(2)及び(3)によるものが多いが、本
発明は(2)及び(3)に加えて、(1)の対策にも着
目したものである。Therefore, as a countermeasure against hydrogen embrittlement, from the material side, (1) blocking the passage of hydrogen, (2) suppressing the diffusion of hydrogen in steel and the concentration in the tensile stress portion,
(3) It is considered that three measures for reducing the hydrogen embrittlement susceptibility of the steel itself are effective. Conventionally, there are many measures against hydrogen embrittlement according to (2) and (3), but the present invention focuses on the measure (1) in addition to (2) and (3).
【0027】即ち、通常の使用環境における鋼の水素吸
蔵は、鋼が腐食する際、カソード反応により生じた水素
がガス化せずに、鋼中に侵入することに起因するので、
本発明に従って、鋼の耐食性を向上させ、水素野吸蔵を
防止することによって、(1)の対策を実行することが
できる。That is, the hydrogen absorption of steel in a normal use environment is caused by the fact that hydrogen generated by the cathode reaction penetrates into the steel without corroding when the steel is corroded.
According to the present invention, the countermeasure (1) can be performed by improving the corrosion resistance of steel and preventing hydrogen field occlusion.
【0028】また、耐食性の向上の別の側面としては、
本発明に従って、不均一腐食を抑制することにより、材
料表面における応力集中を避けることができ、もって、
上記(2)の対策とすることができる。一方、(3)の
鋼自身の水素脆化感受性の低下に関しては、粒界偏析元
素含有量を低減すること、或いは結晶粒の微細化等によ
って対応することができる。As another aspect of the improvement of corrosion resistance,
According to the present invention, by suppressing non-uniform corrosion, stress concentration on the material surface can be avoided,
The above measure (2) can be taken. On the other hand, the decrease in the hydrogen embrittlement susceptibility of the steel itself (3) can be dealt with by reducing the content of grain boundary segregation elements or by making the crystal grains fine.
【0029】本発明は、このように、超高強度鋼の耐遅
れ破壊特性を向上させるための添加元素を鋭意検討した
結果、上述したような所定の元素を用いることによっ
て、引張強度1180MPa以上でありながら、耐遅れ
破壊特性にすぐれる超高強度鋼板を得ることに成功した
ものである。As described above, according to the present invention, as a result of intensive studies on the additional elements for improving the delayed fracture resistance of ultra-high-strength steel, the use of the above-described predetermined elements makes it possible to obtain a tensile strength of 1180 MPa or more. In spite of this, it succeeded in obtaining an ultra-high-strength steel sheet having excellent delayed fracture resistance.
【0030】次に、本発明による耐遅れ破壊特性にすぐ
れる超高強度鋼板の製造方法について説明する。Next, a method of manufacturing an ultra-high strength steel sheet having excellent delayed fracture resistance according to the present invention will be described.
【0031】本発明の方法によれば、先ず、上述した化
学成分を有する鋼スラブを加熱温度1100℃以上、巻
取温度600℃以下の条件にて、常法に従って、熱間圧
延を行なう。スラブ加熱においては、本発明におけるよ
うな高強度鋼では、熱間圧延時の圧延荷重が高くなりが
ちであるので、圧延温度が低くなりすぎないようにする
ことが好ましく、そこで、鋼スラブの加熱温度を110
0℃以上とする。この場合、連続鋳造片をそのまま圧延
する直接圧延や軽加熱や、スラブを冷却した後に、再加
熱を行なう方法等、加熱方法は、特に、限定されるもの
ではない。しかし、加熱温度を1300℃を越える温度
とすることは、徒に熱エネルギー費用を要するのみであ
り、特に、利点もない。鋼スラブの熱間圧延は、常法に
よって行なえばよく、仕上圧延は800℃又はそれ以上
の温度で行なえばよい。According to the method of the present invention, first, a steel slab having the above-mentioned chemical components is hot-rolled in a usual manner at a heating temperature of 1100 ° C. or more and a winding temperature of 600 ° C. or less. In the slab heating, in a high-strength steel as in the present invention, since the rolling load during hot rolling tends to be high, it is preferable that the rolling temperature is not excessively low. Temperature 110
0 ° C or higher. In this case, the heating method is not particularly limited, such as direct rolling of the continuous cast piece as it is, light heating, and a method of reheating after cooling the slab. However, setting the heating temperature to a temperature exceeding 1300 ° C. requires only heat energy costs, and has no particular advantage. The hot rolling of the steel slab may be performed by a conventional method, and the finish rolling may be performed at a temperature of 800 ° C. or more.
【0032】巻取は、表面のスケールの除去性を考慮
し、600℃以下の温度で行なう。しかし、余りに低い
ときは、冷間圧延性を低下させるので、巻取温度の下限
は300℃が好ましい。このようにして得られる熱延鋼
板を常法に従って、酸洗し、研削、ショット・ブラスト
等の手段によって、表面のスケールを除いた後、冷間圧
延し、この後、これを連続焼鈍する。The winding is performed at a temperature of 600 ° C. or less in consideration of the removability of the scale on the surface. However, when the temperature is too low, the cold rolling property is reduced, so that the lower limit of the winding temperature is preferably 300 ° C. The hot-rolled steel sheet obtained in this manner is subjected to pickling, grinding, shot blasting or other means according to a conventional method to remove the scale of the surface, cold-rolled, and then continuously annealed.
【0033】本発明によれば、連続焼鈍によって、加熱
時に、一部又は全体をオーステナイト変態させ、その後
の冷却によって、これらをマルテンサイト変態させる。
本発明によれば、このマルテンサイトの量と合金元素の
量とによって、所望の強度を得ることができる。従っ
て、本発明においては、連続焼鈍において、加熱温度は
800℃以上、1000℃以下とする。連続焼鈍後の冷
却処理によってマルテンサイト、焼戻しマルテンサイト
又はベイナイト等の所要の低温変態組織を得るために、
加熱時にオーステナイトを析出させることが必要であ
り、そのために加熱温度をAc1点以上とする。しかし、
1000℃を越える温度としても、特に、利点なく、エ
ネルギー費用が嵩むのみである。According to the present invention, a part or the whole is transformed into austenite during heating by continuous annealing, and then transformed into martensite by cooling.
According to the present invention, a desired strength can be obtained by the amount of the martensite and the amount of the alloying element. Therefore, in the present invention, in the continuous annealing, the heating temperature is set to 800 ° C. or more and 1000 ° C. or less. In order to obtain a required low-temperature transformation structure such as martensite, tempered martensite or bainite by cooling treatment after continuous annealing,
It is necessary to precipitate austenite at the time of heating, and therefore, the heating temperature is set to one or more Ac. But,
Even if the temperature exceeds 1000 ° C., there is no particular advantage and only the energy cost increases.
【0034】このような連続焼鈍の後、30℃/秒以下
の冷却速度にて、800〜650℃の範囲の温度まで徐
冷(一次冷却)し、次いで、この温度から急冷(二次冷
却)する。上記徐冷温度が30℃/秒よりも早いとき
は、フェライトが生成し難く、所定の強度を安定して得
ることができない。また、上記急冷時の冷却速度は、マ
ルテンサイト等の低温変態を起こさせるために、70℃
/秒以上が必要であり、このような冷却速度にて400
℃以下まで冷却して、マルテンサイト等の変態を起こさ
せる。急冷開始温度が650℃よりも低いときは、急冷
開始までにオーステナイトからフェライトの変態が進
み、体積率にて40%以上のマルテンサイト等の所要の
低温変態組織を得ることが困難である。他方、急冷開始
温度が800℃よりも高いときは、得られる鋼板の形状
性が低下するので好ましくない。急冷速度は、特に限定
されるものではないが、通常、工業的には水焼入れによ
る冷却速度(1000〜2000℃/秒)が上限であ
る。After such continuous annealing, it is gradually cooled (primary cooling) to a temperature in the range of 800 to 650 ° C. at a cooling rate of 30 ° C./second or less, and then rapidly cooled (secondary cooling) from this temperature. I do. When the slow cooling temperature is higher than 30 ° C./sec, ferrite is not easily generated, and a predetermined strength cannot be stably obtained. The cooling rate during the rapid cooling is 70 ° C. in order to cause low-temperature transformation of martensite and the like.
/ Sec or more is required, and at such a cooling rate, 400
Cooling to below ℃ causes transformation such as martensite. When the quenching start temperature is lower than 650 ° C., the transformation of austenite to ferrite proceeds before the start of quenching, and it is difficult to obtain a required low-temperature transformed structure such as martensite having a volume ratio of 40% or more. On the other hand, when the quenching start temperature is higher than 800 ° C., the shape of the obtained steel sheet deteriorates, which is not preferable. Although the quenching rate is not particularly limited, the cooling rate by water quenching (1000 to 2000 ° C./second) is usually the upper limit industrially.
【0035】本発明による鋼板は、マルテンサイト、焼
戻しマルテンサイト又はベイナイト組織のいずれか1種
以上の低温変態組織を体積率にて40%以上を有し、す
べての組織が低温変態生成物であってもよい。低温変態
組織が40%よりも少ないときは、所望の強度を得るた
めに必要な合金元素の量が増し、製造費用が高くなる。The steel sheet according to the present invention has a low-temperature transformation structure of at least one of martensite, tempered martensite and bainite structure in a volume fraction of 40% or more, and all structures are low-temperature transformation products. You may. When the low-temperature transformation structure is less than 40%, the amount of alloying elements necessary to obtain a desired strength increases, and the production cost increases.
【0036】次いで、焼入れた組織がマルテンサイトで
あるときは、その加工性を向上し、例えば、パイプ等に
支障なく容易に加工することができるように、上述した
ような連続焼鈍後に再加熱し、又は連続焼鈍からそのま
ま、150〜400℃の範囲の温度にて焼戻し処理を行
なう。焼戻し処理を400℃以上の温度で行なうこと
は、再加熱のために製造費用を高めるのみならず、特
に、有用な効果を得ることができない。Next, when the quenched structure is martensite, it is reheated after the continuous annealing as described above so as to improve its workability and to easily work, for example, a pipe without any trouble. Alternatively, tempering is performed at a temperature in the range of 150 to 400 ° C. as it is from continuous annealing. Performing the tempering treatment at a temperature of 400 ° C. or higher not only increases the production cost due to reheating, but also cannot obtain particularly useful effects.
【0037】[0037]
【実施例】以下に実施例を挙げて本発明を説明するが、
本発明はこれら実施例により何ら限定されるものではな
い。EXAMPLES The present invention will be described below with reference to examples.
The present invention is not limited by these examples.
【0038】実施例1 表1から3に示す鋼を1230℃に加熱して、仕上温度
800℃にて板厚3.0mmに熱間圧延し、480℃で巻き
取った。これを酸洗した後、板厚1.8mmまで冷間圧延し
た。その後、850℃で2分間保持し、750℃まで強
制空冷し、この温度から水焼入れを行ない、焼戻し処理
を行なった。焼戻し条件は、180〜400℃の温度で
加熱時間12分として、引張強さが1180MPa以上
の鋼板を得た。表中、低温変態生成物の欄において、M
はマルテンサイト、Mtは焼戻しマルテンサイト、Bは
ベイナイト、Pはパーライトを示す。Example 1 The steels shown in Tables 1 to 3 were heated to 1230 ° C., hot-rolled to a thickness of 3.0 mm at a finishing temperature of 800 ° C., and wound up at 480 ° C. This was pickled and then cold rolled to a thickness of 1.8 mm. Thereafter, the temperature was maintained at 850 ° C. for 2 minutes, the air was forcedly cooled to 750 ° C., water quenching was performed from this temperature, and tempering was performed. Tempering conditions were as follows: a steel sheet having a tensile strength of 1180 MPa or more was obtained at a temperature of 180 to 400 ° C. and a heating time of 12 minutes. In the table, in the column of low-temperature transformation product, M
Indicates martensite, Mt indicates tempered martensite, B indicates bainite, and P indicates pearlite.
【0039】[0039]
【表1】 [Table 1]
【0040】[0040]
【表2】 [Table 2]
【0041】[0041]
【表3】 [Table 3]
【0042】このようにして得られた鋼板について、次
のようにして、耐遅れ破壊特性を調べた。即ち、鋼板を
機械加工により20mm幅、長さ100mmに切り出し、こ
の試料を板長手方向中央部で曲率半径10mmのU字曲げ
加工し、板端部近傍でボルト締めを行なって、一定量の
曲げ応力を付与した試験片とした。ここに、ボルトと試
験片との間のガルバニック腐食を避けるため、ボルト
は、テフロン製のチューブで被覆し、絶縁した。また、
試験片としては、すべて裸材を用いた。With respect to the steel sheet thus obtained, the delayed fracture resistance was examined as follows. That is, a steel sheet is cut out to a width of 20 mm and a length of 100 mm by machining, and this sample is subjected to a U-shaped bending process with a radius of curvature of 10 mm at the center in the longitudinal direction of the plate, and bolted near the end of the plate to bend a certain amount. A test piece to which stress was applied was used. Here, the bolt was covered with a Teflon tube and insulated to avoid galvanic corrosion between the bolt and the test piece. Also,
Bare materials were used for all test pieces.
【0043】試験環境は、塩水噴霧試験(JIS Z
2371)を12時間行なった後、これを12時間放置
することを1サイクルとするサイクル試験と、0.1N塩
酸浸漬試験(30℃)との2種とし、上記U字曲げ試験
片の割れサイクル数及び割れ時間を測定することによっ
て、鋼の耐遅れ破壊特性を評価した。結果を図1に示す
ように、本発明による鋼では、いずれもの試験において
も、割れ発生が起こるまでの時間が著しく長なってお
り、本発明鋼が耐遅れ破壊特性にすぐれることが理解さ
れる。The test environment was a salt spray test (JIS Z).
2371) is carried out for 12 hours and then left for 12 hours as a cycle test and a 0.1 N hydrochloric acid immersion test (30 ° C.). The delayed fracture resistance of the steel was evaluated by measuring the number and cracking time. As shown in FIG. 1, the steel according to the present invention has a significantly longer time until cracking occurs in any of the tests, indicating that the steel of the present invention has excellent delayed fracture resistance. You.
【0044】実施例2 表4に示す化学成分を有する鋼を用いて表4及び表5に
示す条件にて高強度鋼板を製造した。得られた鋼板の強
度及び耐遅れ破壊特性を表5に示す。耐遅れ破壊特性の
評価は実施例1と同様にして行なった。Example 2 A high-strength steel sheet was manufactured using steel having the chemical components shown in Table 4 under the conditions shown in Tables 4 and 5. Table 5 shows the strength and delayed fracture resistance of the obtained steel sheet. Evaluation of the delayed fracture resistance was performed in the same manner as in Example 1.
【0045】[0045]
【表4】 [Table 4]
【0046】[0046]
【表5】 [Table 5]
【0047】[0047]
【発明の効果】以上のように、本発明による超高強度鋼
板は、1180MPa以上の引張強度を有しながら、同
時に、遅れ破壊に対してすぐれた耐性を有しており、か
かる鋼板は、例えば、自動車のバンパーやドアの補強部
材の軽量化のために好適に用いることができる。As described above, the ultra-high-strength steel sheet according to the present invention has a tensile strength of 1180 MPa or more, and at the same time, has excellent resistance to delayed fracture. It can be suitably used for reducing the weight of a vehicle bumper or door reinforcing member.
【図1】は、本発明による高強度鋼板と比較例としての
鋼板について、それぞれの耐遅れ破壊特性を示すグラフ
である。図中、添数字は、表中の鋼種番号を示す。FIG. 1 is a graph showing delayed fracture resistance characteristics of a high-strength steel sheet according to the present invention and a steel sheet as a comparative example. In the figure, the appended numbers indicate the steel type numbers in the table.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI C22C 38/58 C22C 38/58 (72)発明者 泊里 治夫 兵庫県加古川市金沢町1番地 株式会社 神戸製鋼所 加古川製鉄所内 (72)発明者 中島 悟博 兵庫県加古川市金沢町1番地 株式会社 神戸製鋼所 加古川製鉄所内 (72)発明者 田中 福輝 兵庫県加古川市金沢町1番地 株式会社 神戸製鋼所 加古川製鉄所内 (56)参考文献 特開 平6−336640(JP,A) 特開 昭55−31123(JP,A) 特開 平6−306543(JP,A) 特開 昭61−96059(JP,A) 特開 昭58−133351(JP,A) 特開 平7−3383(JP,A) 特開 昭59−107064(JP,A) 特開 平7−90488(JP,A) 特開 平1−92317(JP,A) 特開 平4−333524(JP,A) 特開 平5−140652(JP,A) (58)調査した分野(Int.Cl.7,DB名) C22C 38/00 - 38/60 C21D 8/02 C21D 9/46 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI C22C 38/58 C22C 38/58 (72) Inventor Haruo Tomari 1 Kanazawacho, Kakogawa City, Hyogo Prefecture Kobe Steel, Ltd. Kakogawa Works (72) Inventor Gohiro Nakajima 1 Kanazawacho, Kakogawa City, Hyogo Prefecture Kobe Steel, Ltd.Kakogawa Works (72) Inventor Fukuta Tanaka 1 Kanazawacho, Kakogawa City, Hyogo Prefecture Kobe Steel Works, Kakogawa Works (56 References JP-A-6-336640 (JP, A) JP-A-55-31123 (JP, A) JP-A-6-306543 (JP, A) JP-A-61-96059 (JP, A) 58-133351 (JP, A) JP-A-7-3383 (JP, A) JP-A-57-107064 (JP, A) JP-A-7-90488 (JP, A) JP-A-1-92317 (JP, A) A) JP-A-4-333524 JP, A) JP flat 5-140652 (JP, A) (58 ) investigated the field (Int.Cl. 7, DB name) C22C 38/00 - 38/60 C21D 8/02 C21D 9/46
Claims (20)
純物よりなり、マルテンサイト、焼戻しマルテンサイト
又はベイナイト組織のいずれか1種以上を体積率にて4
0%以上含み、強度が1180MPa以上である耐遅れ
破壊特性にすぐれる超高強度鋼板。C. 0.08 to 0.30% by weight, Si less than 1.0%, Mn 1.5 to 3.0%, S 0.010% or less, and P 0.03 to 0.3% by weight%. 15%, 0.10 to 1.00% Cu, and 0.10 to 4.00% Ni, with the balance being iron and unavoidable impurities, at least one of martensite, tempered martensite, and bainite structure 4 by volume ratio
An ultra-high-strength steel sheet containing not less than 0% and having excellent delayed fracture resistance having a strength of not less than 1180 MPa.
に、 Ti 0.01〜0.50%、及びCr 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素を含む超
高強度鋼板。2. The ultra-high strength steel sheet according to claim 1, further comprising: 0.01 to 0.50% of Ti and 0.10 to 5.00% of Cr.
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of:
に、 Al 0.05〜2.00%、 W 0.05〜1.00%、及びCo 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素を含む超
高強度鋼板。3. The ultra-high strength steel sheet according to claim 1, further comprising: 0.05 to 2.00% of Al, 0.05 to 1.00% of W, and 0.10 to 5.00% of Co.
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of:
に、 La 0.001〜0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素を含む超高強度鋼板。4. The ultra-high strength steel sheet according to claim 1, further comprising: 0.001 to 0.100% of La, 0.001 to 0.100% of Ce, and 0.1% of misch metal.
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of 001 to 0.100%.
に、(a) Ti 0.01〜0.50%、及びCr 0.10〜
5.00%よりなる群から選ばれる少なくとも1種の元素
と、(b) Al 0.05〜2.00%、 W 0.05〜1.00%、及びCo 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素とを含む
超高強度鋼板。5. The ultra-high-strength steel sheet according to claim 1, further comprising: (a) 0.01 to 0.50% of Ti and 0.10% of Cr.
At least one element selected from the group consisting of 5.00%, (b) Al 0.05 to 2.00%, W 0.05 to 1.00%, and Co 0.10 to 5.00%
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of:
に、(a) Ti 0.01〜0.50%、及びCr 0.10〜
5.00%よりなる群から選ばれる少なくとも1種の元素
と、(b) La 0.001〜0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素とを含む超高強度鋼板。6. The ultrahigh-strength steel sheet according to claim 1, further comprising: (a) 0.01 to 0.50% of Ti and 0.10% of Cr.
At least one element selected from the group consisting of 5.00%, (b) 0.001 to 0.100% of La, 0.001 to 0.100% of Ce, and 0.1% of misch metal;
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of 001 to 0.100%.
に、(a) Al 0.05〜2.00%、 W 0.05〜1.00%、及びCo 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素と、(b)
La 0.001〜0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素とを含む超高強度鋼板。7. The ultra-high-strength steel sheet according to claim 1, further comprising: (a) 0.05 to 2.00% of Al, 0.05 to 1.00% of W, and 0.10 to 5% of Co. .00%
At least one element selected from the group consisting of:
La 0.001 to 0.100%, Ce 0.001 to 0.100%, and misch metal 0.1.
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of 001 to 0.100%.
に、(a) Ti 0.01〜0.50%、及びCr 0.10〜
5.00%よりなる群から選ばれる少なくとも1種の元素
と、(b) Al 0.05〜2.00%、 W 0.05〜1.00%、及びCo 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素と、(c)
La 0.001〜0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素とを含む超高強度鋼板。8. The ultrahigh-strength steel sheet according to claim 1, further comprising: (a) 0.01 to 0.50% of Ti and 0.10% of Cr.
At least one element selected from the group consisting of 5.00%, (b) Al 0.05 to 2.00%, W 0.05 to 1.00%, and Co 0.10 to 5.00%
At least one element selected from the group consisting of:
La 0.001 to 0.100%, Ce 0.001 to 0.100%, and misch metal 0.1.
An ultra-high-strength steel sheet containing at least one element selected from the group consisting of 001 to 0.100%.
項1乃至8いずれかに記載の超高強度鋼板。9. The ultra-high strength steel sheet according to claim 1, wherein the C content is in the range of 0.12 to 0.20%.
度鋼板であって、更に、Caを0.001〜0.1%の範囲
で添加してなる超高強度鋼板。10. The ultra-high-strength steel sheet according to claim 1, further comprising Ca added in the range of 0.001 to 0.1%.
を含み、残部鉄及び不可避的不純物よりなる鋼スラブを
1100℃以上の温度に加熱し、600℃以下の温度で
巻取る熱間圧延を行なった後、酸洗し、スケールを除
き、冷間圧延を行ない、次いで、連続焼鈍を行なうに際
して、800℃以上、1000℃以下の範囲の温度にて
均熱した後、30℃/秒以下の冷却速度にて、800〜
650℃の範囲の温度まで徐冷し、次いで、この温度か
ら70℃/秒以上の冷却速度にて400℃以下の温度ま
で冷却し、この後、再加熱するか、又はそのまま、15
0〜400℃の範囲の温度で1〜20分間加熱する焼戻
し処理を行なうことを特徴とするマルテンサイト、焼戻
しマルテンサイト又はベイナイト組織のいずれか1種以
上を体積率にて40%以上含み、強度1180MPa以
上である耐遅れ破壊特性にすぐれる超高強度鋼板の製造
方法。C. 0.08 to 0.30% by weight, Si less than 1.0%, Mn 1.5 to 3.0%, S 0.010% or less, P 0.03 to 0.3% by weight%. 15%, Cu 0.10 to 1.00%, and Ni 0.10 to 4.00%
, A steel slab consisting of iron and unavoidable impurities is heated to a temperature of 1100 ° C or higher, and is rolled at a temperature of 600 ° C or lower. Then, when performing continuous annealing, after soaking at a temperature in the range of 800 ° C. or more and 1000 ° C. or less, at a cooling rate of 30 ° C./sec.
Slowly cool to a temperature in the range of 650 ° C., then cool from this temperature to a temperature of 400 ° C. or less at a cooling rate of 70 ° C./sec or more, and then reheat, or
A tempering treatment of heating for 1 to 20 minutes at a temperature in the range of 0 to 400 ° C., containing at least 40% by volume of at least one of martensite, tempered martensite and bainite structure; A method for producing an ultra-high strength steel sheet having excellent delayed fracture resistance of 1180 MPa or more.
よりなる群から選ばれる少なくとも1種の元素を含む請
求項11記載の超高強度鋼板の製造方法。12. The steel slab further comprises: 0.01 to 0.50% Ti and 0.10 to 5.00% Cr.
The method for producing an ultra-high-strength steel sheet according to claim 11, comprising at least one element selected from the group consisting of:
よりなる群から選ばれる少なくとも1種の元素を含む請
求項11記載の超高強度鋼板の製造方法。13. The steel slab further comprises: 0.05 to 2.00% Al, 0.05 to 1.00% W, and 0.10 to 5.00% Co.
The method for producing an ultra-high-strength steel sheet according to claim 11, comprising at least one element selected from the group consisting of:
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素を含む請求項11記載の超高強度鋼板。14. The steel slab further comprises: 0.001 to 0.100% La, 0.001 to 0.100% Ce, and 0.1% of misch metal.
The ultra-high-strength steel sheet according to claim 11, comprising at least one element selected from the group consisting of 001 to 0.100%.
50%、及びCr 0.10〜5.00%よりなる群から選
ばれる少なくとも1種の元素と、(b) Al 0.05〜2.
00%、 W 0.05〜1.00%、及びCo 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素とを含む
請求項11記載の超高強度鋼板の製造方法。15. The steel slab further comprises: (a) Ti 0.01 to 0.1;
At least one element selected from the group consisting of 50% and Cr 0.10 to 5.00%, and (b) Al 0.05 to 2.
00%, W 0.05 to 1.00%, and Co 0.10 to 5.00%
The method for producing an ultra-high-strength steel sheet according to claim 11, comprising at least one element selected from the group consisting of:
50%、及びCr 0.10〜5.00%よりなる群から選
ばれる少なくとも1種の元素と、(b) La 0.001〜
0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素を含む請求項11記載の超高強度鋼板の製造
方法。16. The steel slab further comprises: (a) Ti 0.01 to 0.1;
At least one element selected from the group consisting of 50% and Cr 0.10 to 5.00%, and (b) La 0.001 to
0.100%, Ce 0.001 to 0.100%, and misch metal
The method for producing an ultra-high-strength steel sheet according to claim 11, comprising at least one element selected from the group consisting of 001 to 0.100%.
よりなる群から選ばれる少なくとも1種の元素と、 La 0.001〜0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素とを含む請求項11記載の超高強度鋼の製造
方法板。17. The steel slab further comprises: 0.05 to 2.00% Al, 0.05 to 1.00% W, and 0.10 to 5.00% Co.
At least one element selected from the group consisting of: 0.001 to 0.100% of La, 0.001 to 0.100% of Ce, and 0.1% of misch metal.
The method of manufacturing an ultra-high-strength steel according to claim 11, comprising at least one element selected from the group consisting of 001 to 0.100%.
50%、及びCr 0.10〜5.00%よりなる群から選
ばれる少なくとも1種の元素と、 Al 0.05〜2.00%、 W 0.05〜1.00%、及びCo 0.10〜5.00%
よりなる群から選ばれる少なくとも1種の元素と、 La 0.001〜0.100%、 Ce 0.001〜0.100%、及びミッシュメタル 0.
001〜0.100%よりなる群から選ばれる少なくとも
1種の元素とを含む請求項11記載の超高強度鋼板の製
造方法。18. The steel slab further comprises: (a) Ti 0.01 to 0.1;
At least one element selected from the group consisting of 50%, Cr 0.10 to 5.00%, Al 0.05 to 2.00%, W 0.05 to 1.00%, and Co 0.005%; 10-5.00%
At least one element selected from the group consisting of: 0.001 to 0.100% of La, 0.001 to 0.100% of Ce, and 0.1% of misch metal.
The method for producing an ultra-high-strength steel sheet according to claim 11, comprising at least one element selected from the group consisting of 001 to 0.100%.
0%である請求項11乃至18いずれかに記載の超高強
度鋼板の製造方法。19. A steel slab having a C content of 0.12 to 0.2.
The method for producing an ultra-high strength steel sheet according to any one of claims 11 to 18, wherein the content is 0%.
1%添加してなる請求項11乃至19いずれかに記載の
超高強度鋼板の製造方法。20. In a steel slab, Ca is 0.001 to 0.00.
The method for producing an ultra-high strength steel sheet according to any one of claims 11 to 19, wherein 1% is added.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12138795A JP3254107B2 (en) | 1995-05-19 | 1995-05-19 | Ultra-high-strength steel sheet excellent in delayed fracture resistance and method of manufacturing the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12138795A JP3254107B2 (en) | 1995-05-19 | 1995-05-19 | Ultra-high-strength steel sheet excellent in delayed fracture resistance and method of manufacturing the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08311601A JPH08311601A (en) | 1996-11-26 |
| JP3254107B2 true JP3254107B2 (en) | 2002-02-04 |
Family
ID=14809946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12138795A Expired - Fee Related JP3254107B2 (en) | 1995-05-19 | 1995-05-19 | Ultra-high-strength steel sheet excellent in delayed fracture resistance and method of manufacturing the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3254107B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011004554A1 (en) * | 2009-07-08 | 2011-01-13 | 東洋鋼鈑株式会社 | Process for production of cold-rolled steel sheet having excellent press moldability, and cold-rolled steel sheet |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11193418A (en) * | 1997-12-29 | 1999-07-21 | Kobe Steel Ltd | Manufacture of high strength cold rolled steel sheet excellent in flatness characteristic |
| JP3934604B2 (en) * | 2003-12-25 | 2007-06-20 | 株式会社神戸製鋼所 | High strength cold-rolled steel sheet with excellent coating adhesion |
| BR122017004300B1 (en) | 2008-11-11 | 2017-11-14 | Nippon Steel & Sumitomo Metal Corporation | METHOD OF PRODUCTION OF A HIGH RESISTANCE STEEL SHEET |
| MX352397B (en) | 2011-07-29 | 2017-11-23 | Nippon Steel & Sumitomo Metal Corp | High-strength zinc-plated steel sheet and high-strength steel sheet having superior moldability, and method for producing each. |
-
1995
- 1995-05-19 JP JP12138795A patent/JP3254107B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011004554A1 (en) * | 2009-07-08 | 2011-01-13 | 東洋鋼鈑株式会社 | Process for production of cold-rolled steel sheet having excellent press moldability, and cold-rolled steel sheet |
| JP5717631B2 (en) * | 2009-07-08 | 2015-05-13 | 東洋鋼鈑株式会社 | Cold-rolled steel sheet manufacturing method and cold-rolled steel sheet excellent in press formability |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08311601A (en) | 1996-11-26 |
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