Slab for high-strength steel sheet and cooling method thereof, producing method of high-strength hot-rolled steel sheet, producing method of high-strength cold-rolled steel sheet, and producing method of high-strength plated steel sheet

Abstract

A slab for a high-strength steel sheet and a cooling method thereof are disclosed. In addition, producing methods of a high-strength hot-rolled steel sheet, a high-strength cold-rolled steel sheet, and a high-strength plated steel sheet using that slab are provided. The slab for a high-strength steel sheet is a slab continuously cast for a high-strength steel sheet, and is characterized in that an average prior austenite grain size at the position 10 mm from a slab surface layer is 2.0 mm or less, and that the slab has a microstructure in which bainitic ferrite and tempered martensite in total account for 50% or more and 97% or less by area, residual austenite accounts for 3% or more and 30% or less by area, ferrite accounts for 20% or less by area, and pearlite and quenched martensite in total account for 20% or less by area.

Description

CROSS REFERENCE TO RELATED APPLICATIONS

[0001] This is the U.S. National Phase application of PCT / JP2023 / 012741, filed Mar. 29, 2023 which claims priority to Japanese Patent Application No. 2022-077128, filed May 9, 2022, the disclosures of these applications being incorporated herein by reference in their entireties for all purposes.FIELD OF THE INVENTION

[0002] The present invention relates to a slab for a high-strength steel sheet and a cooling method thereof that prevent cracking during cooling. In addition, the present invention relates to methods of producing a high-strength hot-rolled steel sheet from that slab for a high-strength steel sheet, a high-strength cold-rolled steel sheet from that high-strength hot-rolled steel sheet, and producing a high-strength plated steel sheet from that high-strength cold-rolled steel sheet.BACKGROUND OF THE INVENTION

[0003] In recent years, to further reduce the thickness of vehicle bodies and secure collision safety at the same time, the automotive field has been making progress toward further enhancing the strength of high-strength steel and increasing alloy contents to that end. Increasing the alloy contents causes a significant decrease in the toughness of slabs.

[0004] As the toughness of a slab decreases with an increase in the alloying degree, cracking in the slab during cooling, known as season cracking, has occurred more frequently. Such season cracking may cause the slab to fracture while being conveyed, preventing the slab from being hot rolled. Even if the slab does not fracture, the cracks in the slab may open during hot rolling, causing the resulting hot-rolled steel sheet to fracture. Meanwhile, small cracks in a slab may appear as surface defects, such as scabs or slivers, on the resulting steel sheet after hot rolling, cold rolling, annealing, or plating. Typically, cracks in the surface of a slab are removed with a grinder. However, in a case where the toughness of the slab has decreased with an increase in the alloying degree and the cracks in the slab develop due to the stress applied by the grinder, it may be impossible to remove the cracks in the slab completely. Furthermore, small cracks in the slab may be overlooked and appear as surface defects on the resulting steel sheet after hot rolling, cold rolling, annealing, or plating. For the above reasons, it is necessary to suppress cracking in slabs.

[0005] In this regard, measures against cracking of slabs, for example, like those described in Patent Literatures 1 and 2 have been explored. Patent Literature 1 discloses a method in which slow cooling is performed from 700 to 500° C. which is a temperature range where austenite transforms into ferrite to thereby inhibit bainite-martensite transformation and reduce the stress exerted by expansion during the transformation. Patent Literature 2 discloses a method for reducing a temperature difference and reducing stress due to transformation by starting slow cooling of a slab immediately after the slab is cast, then slowly cooling the slab at a temperature of 700° C. or higher for 10 hours or longer and further from 700 to 500° C.Patent Literature

[0006] Patent Literature 1: JP-2020-139209A

[0007] Patent Literature 2: JP-2019-167560ASUMMARY OF THE INVENTION

[0008] However, the conventional techniques have the following problem.

[0009] When it comes to more highly alloyed slabs that have low toughness, the techniques of Patent Literatures 1 and 2 cannot completely inhibit season cracking of these slabs.

[0010] An object of aspects of the present invention, which has been made in view of these circumstances, is to provide a slab for a high-strength steel sheet and a cooling method thereof that, even when the slab is a low-toughness, highly alloyed slab, do not cause slab cracking during cooling of the slab. Another object is to provide producing methods of a high-strength hot-rolled steel sheet, a high-strength cold-rolled steel sheet, and a high-strength plated steel sheet using this slab.

[0011] To achieve the above objects, the present inventors have vigorously conducted studies. The inventors analyzed the fracture morphology of slab cracking and found that in the fracture surface, there was at least one type of fracture surface selected from an intergranular fracture surface along a prior austenite grain boundary and a transgranular fracture surface (cleavage fracture surface) that crosses a prior austenite grain boundary. We conducted further studies and gained the following insights:

[0012] (1) Intergranular fracture along a prior austenite grain boundary can be inhibited by setting an average prior austenite grain size at the position of 10 mm from a surface layer of the slab to 2.0 mm or less.

[0013] (2) Transgranular fracture crossing the inside of a prior austenite grain can be inhibited by setting the microstructure at the position 10 mm from the surface layer of the slab such that a total area ratio of bainitic ferrite and / or tempered martensite is 50% or more but 97% or less, that an area ratio of residual austenite is 3% or more but 30% or less, that an area ratio of ferrite is 20% or less, and that a total area ratio of pearlite and quenched martensite is 20% or less.

[0014] (3) Inhibiting slab cracking can inhibit surface defects in the steel sheet after hot rolling, cold rolling, annealing, or plating.

[0015] Aspects of the present invention have been completed after further studies were conducted based on these insights.

[0016] Aspects of the present invention are as follows:

[0017] [1] A slab for a high-strength steel sheet which has been continuously cast, characterized in that an average prior austenite grain size at a position 10 mm from a slab surface layer is 2.0 mm or less, and that the slab has a microstructure in which a total area ratio of bainitic ferrite and tempered martensite is 50% or more but 97% or less, an area ratio of residual austenite is 3% or more but 30% or less, an area ratio of ferrite is 20% or less, and a total area ratio of pearlite and quenched martensite is 20% or less.

[0018] [2] The slab for a high-strength steel sheet according to 1 above, wherein the slab for a high-strength steel sheet has an ingredient composition containing, in mass %: C: 0.10% or more but 0.50% or less, Si: 0.10% or more but 2.50% or less, Mn: 1.00% or more but 5.00% or less, P: 0.100% or less, S: 0.0200% or less, Al: 0.005% or more but 2.500% or less, N: 0.0100% or less, and O: 0.0100% or less, and further optionally containing at least one type of element selected from the following: Ti: 0.200% or less, Nb: 0.200% or less, V: 0.200% or less, Ta: 0.10% or less, W: 0.10% or less, B: 0.0100% or less, Cr: 1.00% or less, Mo: 1.00% or less, Co: 1.00% or less, Ni: 1.00% or less, Cu: 1.00% or less, Sn: 0.200% or less, Sb: 0.200% or less, Ca: 0.0100% or less, Mg: 0.0100% or less, REM: 0.0100% or less, Zr: 0.100% or less, Te: 0.100% or less, Hf: 0.10% or less, and Bi: 0.200% or less, with the balance being Fe and unavoidable impurities.

[0019] [3] The slab for a high-strength steel sheet according to 1 above, wherein the slab for a high-strength steel sheet has an ingredient composition containing, in mass %: C: 0.10% or more but 0.50% or less, Si: 0.70% or more but 2.50% or less, Mn: 1.00% or more but 5.00% or less, P: 0.100% or less, S: 0.0200% or less, Al: 0.005% or more but 2.500% or less, N: 0.0100% or less, and O: 0.0100% or less, and further optionally containing at least one type of element selected from the following: Ti: 0.200% or less, Nb: 0.200% or less, V: 0.200% or less, Ta: 0.10% or less, W: 0.10% or less, B: 0.0100% or less, Cr: 1.00% or less, Mo: 1.00% or less, Co: 1.00% or less, Ni: 1.00% or less, Cu: 1.00% or less, Sn: 0.200% or less, Sb: 0.200% or less, Ca: 0.0100% or less, Mg: 0.0100% or less, REM: 0.0100% or less, Zr: 0.100% or less, Te: 0.100% or less, Hf: 0.10% or less, and Bi: 0.200% or less, with the balance being Fe and unavoidable impurities.

[0020] [4] A cooling method of a slab for a high-strength steel sheet, characterized in that the slab for a high-strength steel sheet with the ingredient composition according to 2 above is cooled such that a retention time in a temperature range of 1200° C. or higher but 1450° C. or lower at the position of a widthwise center 10 mm below a surface layer of the slab is 130 seconds or less;

[0021] then cooled such that an average cooling rate while a surface temperature at a widthwise center of the slab is in the range of 700° C. or higher but 850° C. or lower is 25° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in the range of 550° C. or higher but lower than 700° C. is 20° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in the range of 400° C. or higher but lower than 550° C. is 15° C. / hr or more; cooled such that an average cooling rate until the surface temperature reaches a cooling stop temperature of 250° C. or higher but lower than 400° C. is 10° C. / hr or more; heated so that the surface temperature reaches a reheating temperature of higher than the cooling stop temperature but 450° C. or lower; and then cooled such that an average cooling rate while the surface temperature is in the range of 200° C. or higher but the reheating temperature or lower is 30° C. / hr or less.

[0022] [5] A cooling method of a slab for a high-strength steel sheet, characterized in that the slab for a high-strength steel sheet with the ingredient composition according to 3 above is cooled such that a retention time in the temperature range of 1200° C. or higher but 1450° C. or lower at the position of a widthwise center 10 mm below a surface layer of the slab is 130 seconds or less; cooled such that an average cooling rate while a surface temperature at a widthwise center of the slab is in the range of 700° C. or higher but 850° C. or lower is 25° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in the range of 550° C. or higher but lower than 700° C. is 20° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in the range of 400° C. or higher but lower than 550° C. is 10° C. / hr or more; and then cooled such that an average cooling rate while the surface temperature is in the range of 200° C. or higher but lower than 400° C. is 30° C. / hr or less.

[0023] [6] A producing method of a high-strength hot-rolled steel sheet, characterized in that the slab for a high-strength steel sheet according to any one of 1 to 3 above is heated such that a slab heating temperature is 1000° C. or higher but 1300° C. or lower, rough rolled, and then finish rolled such that a finish rolling end temperature is 750° C. or higher but 1000° C. or lower, and wound such that a winding temperature is room temperature or higher but 750° C. or lower.

[0024] [7] A producing method of a high-strength cold-rolled steel sheet, characterized in that: a high-strength hot-rolled steel sheet produced by the producing method according to 6 above is pickled and then cold-rolled such that a rolling reduction is 30% or more but 80% or less; and optionally, one process selected from the following is further performed: (a) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 300° C. or higher but 600° C. or lower, and then cooled to 100° C. or lower; (b) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 130° C. or higher but 400° C. or lower, reheated to a temperature of 200° C. or higher but 450° C. or lower, and then cooled to 100° C. or lower, and (c) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, followed by water quenching at 500° C. or higher, cooled by water to 100° C. or lower, and then reheated at 100° C. or higher but 300° C. or lower.

[0025] [8] A producing method of a high-strength plated steel sheet, characterized in that: a high-strength cold-rolled steel sheet obtained by the cold rolling according to 7 above is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower; the high-strength cold-rolled steel sheet is subjected to a molten-metal plating process and turned into a plated steel sheet; the plated steel sheet is then cooled under a condition of a cooling stop temperature of 150° C. or lower; and the molten-metal plating process optionally adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

[0026] [9] The producing method of a high-strength plated steel sheet according to 8, wherein the plated steel sheet having been subjected to the molten-metal plating process is subjected to an alloying process.

[0027]

[10] A producing method of a high-strength plated steel sheet, characterized in that: using a high-strength cold-rolled steel sheet produced by the producing method according to 7 above, an electroplating process is performed on a surface; and optionally, the electroplating process adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

[0028] Aspects of the present invention can provide a slab that, even when composed of ingredients for a high-strength steel sheet with a high alloy content, does not develop cracks during a cooling process. In addition, aspects of the present invention can provide producing methods of a high-strength hot-rolled steel sheet, a high-strength cold-rolled steel sheet, and a high-strength plated steel sheet using this slab that have few surface defects.DETAILED DESCRIPTION OF EMBODIMENTS OF THE INVENTION

[0029] Embodiments of the present invention will be specifically described below. The following embodiments illustrate steel structures and methods for embodying the technical idea of aspects of the present invention and are not intended to restrict the configuration to the one to be described below. Thus, various changes can be made to the technical idea of aspects of the present invention within the technical scope described in the claims.

[0030] First, appropriate ranges of the microstructure of a slab and reasons for restriction will be described. In the following description, “%” representing a constituent ratio in the microstructure means “area %” unless otherwise indicated.Average Prior Austenite Grain Size: 2.0 mm or Less

[0031] The average prior austenite grain size is a factor that determines the unit of fracture. As the grain size increases, the toughness of the slab decreases, resulting in slab cracking that exhibits an intergranular fracture surface. To inhibit this slab cracking, it is necessary that the average prior austenite grain size at the position 10 mm from the slab surface layer is 2.0 mm or less. It is preferably 1.8 mm or less, more preferably 1.5 mm or less. The average prior austenite grain size can be measured by a method described in Examples to be described later.Total of Area Ratios of Bainitic Ferrite and Tempered Martensite: 50% or More but 97% or Less

[0032] Since bainitic ferrite and tempered martensite have high toughness compared with pearlite and quenched martensite, they are important constituent elements in this embodiment and can enhance the toughness of the steel and inhibit slab cracking. To achieve this effect, the total of the area ratios of bainitic ferrite and tempered martensite at the position 10 mm from the surface layer of the slab needs to be 50% or more. It is preferably 60% or more, more preferably 70% or more, and even more preferably 80% or more. When the total area ratio exceeds 97%, the toughness-improving effect of residual austenite may not be produced; therefore, the total area ratio should be 97% or less. The area ratios of bainitic ferrite and tempered martensite can be measured by a method described in Examples to be described later.Area Ratio of Residual Austenite: 3% or More but 30% or Less

[0033] Residual austenite, which is an extremely important constituent element in this embodiment, has a face-centered cubic lattice (FCC) crystal structure with no cleavage plane, and can therefore dramatically improve the toughness of the steel. When subjected to a high stress, residual austenite undergoes martensitic transformation. Even when a crack develops due to slab cracking, as martensite forms in a stress-concentrated part at a leading end of the crack, the stress concentration is mitigated and the crack can be stopped from growing. Thus, surface defects of the steel sheet after hot rolling, cold rolling, annealing, or plating can be inhibited. To achieve this effect, it is necessary that the area ratio of residual austenite at the position 10 mm from the slab surface layer is 3% or more. Preferably, it is 5% or more, more preferably 7% or more. When residual austenite exceeds 30%, unstable residual austenite increases and undergoes martensitic transformation under low stress, which may result in reduced toughness; therefore, the area ratio should be 30% or less. It is preferably 25% or less, more preferably 20% or less. The area ratio of residual austenite can be measured by a method described in Examples to be described later.Area Ratio of Ferrite: 20% or Less

[0034] Compared with bainitic ferrite, tempered martensite, quenched martensite, residual austenite, and pearlite, ferrite has a large grain size and low strength. Therefore, when stress is applied, the stress may be concentrated on ferrite and cracking originating from ferrite may occur. To inhibit such cracking, the area ratio of ferrite at the position 10 mm from the slab surface layer needs to be 20% or less. Preferably, it is 15% or less, more preferably 10% or less, and even more preferably 0%. The area ratio of ferrite can be measured by a method described in Examples to be described later.Total of Area Ratios of Pearlite and Quenched Martensite: 20% or Less

[0035] Pearlite and quenched martensite are inferior in toughness to residual austenite, bainitic ferrite, and tempered martensite, and the presence of large amounts of pearlite and quenched martensite may result in cracking originating from these structures. To inhibit such cracking, the total of the area ratios of pearlite and quenched martensite at the position 10 mm from the slab surface layer needs to be 20% or less. Preferably 15% or less. More preferably 10% or less. Even more preferably 0%. The area ratios of pearlite and quenched martensite can be measured by a method described in Examples to be described later.

[0036] Next, appropriate ranges of the ingredient composition and reasons for limitation thereof will be described. In the following description, “%” representing a content of an ingredient element of the steel means “mass %” unless otherwise indicated.C: 0.10% or More but 0.50% or Less

[0037] C is an essential element that affects the fraction of residual austenite in the slab and increases the strength of the steel sheet. When the C content is less than 0.10%, it may be difficult to secure sufficient residual austenite in the slab. Or it may be difficult to achieve the tensile strength (TS) required for the steel sheet. On the other hand, when the C content exceeds 0.50%, the fraction of quenched martensite in the slab may become excessive. Therefore, the C content is preferably 0.10% or more but 0.50% or less. More preferably 0.12% or more. More preferably 0.45% or less. Even more preferably 0.15% or more. Even more preferably 0.40% or less.Si: 0.10% or More but 2.50% or Less or 0.70% or More but 2.50% or Less

[0038] Si inhibits the formation of carbide during cooling of the slab and promotes the formation of residual austenite, and thus is an element that affects the fraction of residual austenite.

[0039] When a slab cooling method to be described later involves reheating, the Si content is preferably 0.10% or more. When the Si content is less than 0.10%, the fraction of residual austenite decreases, which may lead to slab cracking. More preferably 0.15% or more. Even more preferably 0.20% or more.

[0040] When the slab cooling method to be described later does not involve reheating but uniformly lowers the temperature, the Si content is preferably 0.70% or more. When the Si content is less than 0.70%, the fraction of residual austenite decreases, resulting in slab cracking. More preferably 0.90% or more. Even more preferably 1.00% or more.

[0041] On the other hand, when the Si content exceeds 2.50%, firm scale forms on the hot-rolled steel sheet, which may result in surface defects. Therefore, the Si content is preferably 2.50% or less. More preferably 2.00% or less. Even more preferably 1.80% or less.Mn: 1.00% or More but 5.00% or Less

[0042] Mn is an essential element that affects the fraction of residual austenite and enhances the strength of the steel sheet. When the Mn content is less than 1.00%, it may be difficult to secure sufficient residual austenite in the slab. Or it may be difficult to achieve the tensile strength (TS) required for the steel sheet. On the other hand, when the Mn content exceeds 5.00%, the fraction of quenched martensite in the slab may become excessive. Therefore, the Mn content is preferably 1.00% or more but 5.00% or less. More preferably 1.20% or more. More preferably 4.50% or less. Even more preferably 1.40% or more. Even more preferably 4.00% or less.P: 0.100% or Less

[0043] P segregates at prior austenite grain boundaries to cause the embrittlement of these grain boundaries, which may result in slab cracking. Therefore, the P content is preferably 0.100% or less. While the lower limit of the P content is not defined, since P is a solid-solution strengthening element and can increase the strength of the steel sheet, it is more preferably 0.001% or more. More preferably 0.070% or less.S: 0.0200% or Less

[0044] S is an element that is present as sulfide and causes the embrittlement of the slab. Therefore, the S content is preferably 0.0200% or less. While the lower limit of the S content is not defined, in view of restrictions in production technique, it is more preferably is 0.0001% or more. More preferably 0.0050% or less.Al: 0.005% or More but 2.500% or Less

[0045] Al inhibits the formation of carbide during cooling of the slab and promotes the formation of residual austenite, and thus is an element that affects the fraction of residual austenite in the slab. For deoxidation, adding 0.005% or more Al is preferable. On the other hand, when the Al content exceeds 2.500%, the slab may become brittle. Therefore, the Al content is preferably 0.005% or more but 2.500% or less. More preferably 0.010% or more. More preferably 1.000% or less. Even more preferably 0.100% or less.N: 0.0100% or Less

[0046] N is an element that is present as nitride and causes the embrittlement of the slab. Therefore, the N content is preferably 0.0100% or less. While the lower limit of the N content is not defined, in view of restrictions in production technique, the N content is more preferably 0.0001% or more. More preferably 0.0050% or less.O: 0.0100% or Less

[0047] O is an element that is present as oxide and causes the embrittlement of the slab. Therefore, the O content is preferably 0.0100% or less. While the lower limit of the O content is not defined, in view of restrictions in production technique, the O content is more preferably 0.0001% or more. More preferably 0.0050% or less.

[0048] It is preferable that the slab for a high-strength steel sheet according to one embodiment of the present invention have an ingredient composition containing the above-described ingredients, with the balance including Fe and unavoidable impurities. It is favorable that the slab for a high-strength steel sheet according to one embodiment of the present invention should have an ingredient composition containing the above-described ingredients, with the balance being Fe and unavoidable impurities. Here, examples of unavoidable impurities include Zn, Pb, and As. Containing 0.100% or less these impurities in total is allowable.

[0049] In addition to the above-described ingredient composition, the slab for a high-strength steel sheet according to aspects of the present invention may further contain, in mass %, at least one type of element selected from the following alone or in combination: Ti: 0.200% or less, Nb: 0.200% or less, V: 0.200% or less, Ta: 0.10% or less, W: 0.10% or less, B: 0.0100% or less, Cr: 1.00% or less, Mo: 1.00% or less, Ni: 1.00% or less, Co: 1.00% or less, Cu: 1.00% or less, Sn: 0.200% or less, Sb: 0.200% or less, Ca: 0.0100% or less, Mg: 0.0100% or less, REM: 0.0100% or less, Zr: 0.100% or less, Te: 0.100% or less, Hf: 0.10% or less, and Bi: 0.200% or less.

[0050] When the content of each of Ti, Nb, and V is 0.200% or less, coarse precipitates or inclusions are not produced in large amounts and the toughness of the slab does not decrease. Therefore, the content of each of Ti, Nb, and V is preferably 0.200% or less. While the lower limit of the content of Ti, Nb, and V is not defined, as these elements raise the strength of the steel sheet by forming fine carbide, nitride, or carbonitride during hot rolling or continuous annealing, the content of each of Ti, Nb, and V is more preferably 0.001% or more. Therefore, when Ti, Nb, and V are contained, the content of each element should be 0.200% or less. More preferably 0.001% or more. Even more preferably 0.100% or less.

[0051] When the content of each of Ta and W is 0.10% or less, coarse precipitates or inclusions are not generated in large amounts and the toughness of the slab does not decrease. Therefore, the content of each of Ta and W is preferably 0.10% or less. While the lower limit of the content of Ta and W is not defined, as these elements raise the strength of the steel sheet by forming fine carbide, nitride, or carbonitride during hot rolling or continuous annealing, the content of each of Ta and W is more preferably 0.01% or more. Therefore, when Ta and W are contained, the content of each element should be 0.10% or less. More preferably 0.01% or more. Even more preferably 0.08% or less.

[0052] When B is 0.0100% or less, the toughness of the slab is not affected. Therefore, the B content is preferably 0.0100% or less. While the lower limit of the B content is not defined, since B is an element that segregates at austenite grain boundaries during hot rolling or annealing and improves hardenability, the B content is more preferably 0.0003% or more. Therefore, when B is contained, the content thereof should be 0.0100% or less. More preferably 0.0003% or more. Even more preferably 0.0080% or less.

[0053] When the content of each of Cr, Mo, and Ni is 1.00% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the content of each of Cr, Mo, and Ni is preferably 1.00% or less. While the lower limit of the content of Cr, Mo, and Ni is not defined, as these are elements that improve hardenability, the content of each of Cr, Mo, and Ni is more preferably 0.01% or more. Therefore, when Cr, Mo, and Ni are contained, the content of each element should be 1.00% or less. More preferably 0.01% or more. Even more preferably 0.80% or less.

[0054] When Co is 1.00% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the Co content is preferably 1.00% or less. While the lower limit of the C content is not defined, as Co is an element that improves hardenability, the Co content is more preferably 0.001% or more. Therefore, when Co is contained, the content thereof should be 1.00% or less. More preferably 0.001% or more. Even more preferably 0.80% or less.

[0055] When Cu is 1.00% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the Cu content is preferably 1.00% or less. While the lower limit of the Cu content is not defined, since Cu is an element that improves hardenability, the Cu content is more preferably 0.01% or more. Therefore, when Cu is contained, the content thereof should be 1.00% or less. More preferably 0.01% or more. Even more preferably 0.80% or less.

[0056] When Sn is 0.200% or less, the toughness of the slab is not affected. Therefore, the Sn content is preferably 0.200% or less. While the lower limit of the Sn content is not defined, as Sn is an element that improves hardenability, the Sn content is more preferably 0.001% or more. Therefore, when Sn is contained, the content thereof should be 0.200% or less. More preferably 0.001% or more. Even more preferably 0.100% or less.

[0057] When Sb is 0.200% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the Sb content is preferably 0.200% or less. While the lower limit of the Sb content is not defined, since Sb is an element that inhibits decarburization and enables the strength of the steel sheet to be adjusted, the Sb content is more preferably 0.001% or more. Therefore, when Sb is contained, the content thereof should be 0.200% or less. More preferably 0.001% or more. Even more preferably 0.100% or less.

[0058] When each of Ca, Mg, and REM is 0.0100% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the content of Ca, Mg, and REM is preferably 0.0100% or less. While the lower limit of the content of Ca, Mg, and REM is not defined, since these are elements that improve the toughness of the slab by turning the shapes of nitride and sulfide into spherical shapes, the content of each of Ca, Mg, and REM is more preferably 0.0005% or more. Therefore, when Ca, Mg, and REM are contained, the content of each element should be 0.0100% or less. More preferably 0.0005% or more. Even more preferably 0.0050% or less.

[0059] When each of Zr and Te is 0.100% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the content of Zr and Te is preferably 0.100% or less. While the lower limit of the content of Zr and Te is not defined, since these are elements that improve the toughness of the slab by turning the shapes of nitride and sulfide into spherical shapes, the content of each of Zr and Te is more preferably 0.001% or more. Therefore, when Zr and Te are contained, the content of each element should be 0.100% or less. More preferably 0.001% or more. Even more preferably 0.080% or less.

[0060] When Hf is 0.10% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the Hf content is preferably 0.10% or less. While the lower limit of the Hf content is not defined, since Hf is an element that improves the ultimate deformability of the steel sheet by turning the shapes of nitride and sulfide into spherical shapes, the Hf content is more preferably 0.01% or more. Therefore, when Hf is contained, the content thereof should be 0.10% or less. More preferably 0.01% or more. Even more preferably 0.08% or less.

[0061] When Bi is 0.200% or less, coarse precipitates or inclusions do not increase and the toughness of the slab does not decrease. Therefore, the Bi content is preferably 0.200% or less. While the lower limit of the Bi content is not defined, since Bi is an element that mitigates segregation, the Bi content is more preferably 0.001% or more. Therefore, when Bi is contained, the content thereof should be 0.200% or less. More preferably 0.001% or more. Even more preferably 0.100% or less.

[0062] Ti, Nb, V, Ta, W, B, Cr, Mo, Ni, Co, Cu, Sn, Sb, Ca, Mg, REM, Zr, Te, Hf, and Bi described above do not impair the effects according to aspects of the present invention if their respective contents are below the preferable lower limit values, and therefore are included as unavoidable impurities.Cooling Method of Slab for High-Strength Steel Sheet According to First Embodiment

[0063] Next, a favorable slab cooling method that achieves the above-described microstructure will be described. The cooling method of a slab for a high-strength steel sheet according to the first embodiment involves reheating during cooling. A steel slab is produced by selecting, from the above-described ingredient compositions, an ingredient composition suitable for a case that involves reheating during cooling of the slab, and smelting a steel raw material having that ingredient composition. In this embodiment, the smelting method of the steel raw material is not defined, and any of commonly known smelting methods, including a converter and an electric furnace, can suit. While it is preferable that the steel slab (slab) be produced by a continuous casting method to prevent macro segregation, the slab can also be produced by a thin-slab casting method etc.Retention Time in Range of 1200° C. or Higher but 1450° C. or Lower at Position of Widthwise Center 10 mm Below Surface Layer of Slab After Completion of Casting: 130 Seconds or Less

[0064] The prior austenite grain size is a factor that determines the unit of fracture, and as the grain size becomes larger, the toughness decreases. A factor that determines the prior austenite grain size is a retention time in the range of 1200° C. or higher but 1450° C. or lower, and the longer the retention time is, the larger the prior austenite grain size becomes. When the retention time in the range of 1200° C. higher but 1450° C. exceeds 130 seconds, an average prior austenite grain size can exceed 2.0 mm, which may lead to slab cracking. Therefore, the retention time in the range of 1200° C. higher but 1450° C. should be 130 seconds or less. Preferably 120 seconds or less. More preferably 110 seconds or less. Even more preferably 100 seconds or less. While the lower limit of the retention time in the range of 1200° C. higher but 1450° C. is not defined, when the retention time is too short, the risk of breakout during continuous casting due to uneven solidification increases; therefore, the retention time should be 40 seconds or more. More preferably 50 seconds or more. As this temperature is difficult to actually measure, a temperature history at the position 10 mm below the slab surface layer was calculated by heat-transfer analysis. The position analyzed was the slab widthwise center at which the retention time in the aforementioned temperature range is the longest inside the slab.Average Cooling Rate While Surface Temperature of Slab Widthwise Center is in Range of 700° C. or Higher but 850° C. or Lower: 25° C. / hr or Higher

[0065] A temperature range of 700° C. or higher but 850° C. is where ferrite transformation occurs. When the cooling rate in this temperature range is low, the area ratio of ferrite in the slab becomes high and the toughness of the slab decreases. Controlling the area ratio of ferrite to be low requires a high cooling rate. To achieve such an effect, the average cooling rate in the range of 700° C. or higher but 850° C. or lower should be 25° C. / hr or higher. Preferably 30° C. / hr or higher, more preferably 40° C. / hr or higher, and even more preferably 50° C. / hr or higher. While the upper limit of the average cooling rate is not defined, the average cooling rate should be 1000° C. / hr or lower, otherwise it would be difficult to control the cooling stop at 250° C. or higher but lower than 400° C. Preferably 500° C. / hr or lower and more preferably 200° C. / hr or lower. Measurement of the cooling rate was performed using a thermocouple. The cooling rate was obtained from a temperature measured by installing the thermocouple at a center part of an upper surface that is a wide surface (long side) of the slab after the slab came out of a continuous caster. Cooling rates of the slab mentioned hereinafter are all cooling rates that were obtained by this method.Average Cooling Rate in Range of 550° C. or Higher but Lower than 700° C.: 20° C. / hr or Higher

[0066] A temperature range of 550° C. or higher but lower than 700° C. is a temperature range where ferrite transformation and pearlite transformation occur. When the cooling rate in this temperature range is low, the fraction of ferrite and / or pearlite in the slab becomes high and the toughness of the slab decreases. Therefore, the average cooling rate in the range of 550° C. or higher but lower than 700° C. should be 20° C. / hr or higher. Preferably 30° C. / hr or higher, more preferably 40° C. / hr or higher, and even more preferably 50° C. / hr or higher. While the upper limit of the average cooling rate is not defined, the average cooling rate should be 1000° C. / hr or lower, otherwise it would be difficult to control the cooling stop at temperatures of 250° C. or higher but lower than 400° C. Preferably 500° C. / hr or lower, more preferably 200° C. / hr or lower.Average Cooling Rate in Range of 400° C. or Higher but Lower than 550° C.: 15° C. / hr or Higher

[0067] A temperature range of 400° C. or higher but lower than 550° C. is a temperature range where pearlite transformation and bainitic transformation occur. When the cooling rate in this temperature range is low, the fraction of pearlite in the slab becomes high and the toughness of the slab decreases. Therefore, the average cooling rate in the range of 400° C. or higher but lower than 550° C. should be 15° C. / hr or higher. Preferably 20° C. / hr or higher, more preferably 30° C. / hr or higher, and even more preferably 50° C. / hr or higher. While the upper limit of the average cooling rate is not defined, the average cooling rate should be 500° C. / hr or lower, otherwise it would be difficult to control the cooling stop at temperatures of 250° C. or higher but lower than 400° C. Preferably 300° C. / hr or lower, more preferably 100° C. / hr or lower.Average Cooling Rate to Cooling Stop Temperature of 250° C. or Higher and Lower than 400° C.: 10° C. / hr or Higher

[0068] A temperature range of 250° C. or higher but lower than 400° C. is a temperature range where bainitic transformation and martensitic transformation occur. To concentrate carbon in untransformed austenite and form residual austenite by the subsequent reheating, untransformed austenite needs to be left without completing the transformation during cooling to a cooling stop temperature. Therefore, the cooling rate to the cooling stop temperature should be 10° C. / hr or higher. Preferably 15° C. / hr or higher, more preferably 20° C. / hr or higher, and even more preferably 30° C. / hr or higher. While the upper limit of the average cooling rate is not defined, the average cooling rate should be 500° C. / hr or lower, otherwise it would be difficult to control of the cooling stop temperature. Preferably 300° C. / hr or lower and more preferably 100° C. / hr or lower. When the cooling stop temperature is lower than 250° C., the transformation is completed and residual austenite cannot be secured. Therefore, the cooling stop temperature should be 250° C. or higher. Preferably 270° C. or higher and more preferably 300° C. or higher. When the cooling stop temperature is 400° C. or higher, pearlite transformation progresses and residual austenite cannot be secured. Therefore, the cooling stop temperature should be lower than 400° C. Preferably 380° C. or lower, more preferably 350° C. or lower.Heating so as to Reach Reheating Temperature Higher than Cooling Stop Temperature but 450° C. or Lower

[0069] By reheating the slab from the cooling stop temperature, bainitic transformation is promoted and carbon is concentrated in untransformed austenite during the formation of bainitic ferrite, which promotes the formation of residual austenite. When martensitic transformation has occurred before the cooling stop, as a result of reheating, carbon is distributed and concentrated from martensite into untransformed austenite, which promotes the formation of residual austenite. At the cooling stop temperature or lower, carbon cannot be sufficiently concentrated in untransformed austenite and residual austenite cannot be secured. Therefore, the reheating temperature should be higher than the cooling stop temperature. Preferably the cooling stop temperature +20° C. or higher, more preferably the cooling stop temperature +40° C. or higher. When the reheating temperature exceeds 450° C., decomposition of untransformed austenite occurs and residual austenite cannot be secured. Therefore, the reheating temperature should be 450° C. or lower. Preferably 430° C. or lower, more preferably 410° C. or lower.Average Cooling Rate in Range of 200° C. or Higher but Reheating Temperature or Lower: 30° C. / hr or Lower

[0070] A temperature range of 200° C. or higher but the reheating temperature or lower is a temperature range where bainitic transformation and martensitic transformation occur, with bainitic transformation occurring at a higher temperature than martensitic transformation. When the cooling rate in this temperature range is high, quenched martensite forms and the toughness of the slab decreases. In bainitic transformation, carbon is concentrated in untransformed austenite during formation of bainitic ferrite, which promotes formation of residual austenite. Securing the fraction of residual austenite and the fraction of bainite in the slab requires causing bainitic transformation for a sufficient time. When martensitic transformation has occurred before the cooling stop, carbon is distributed and concentrated from martensite into untransformed austenite, which promotes formation of residual austenite. Therefore, the average cooling rate in the range of 200° C. or higher but the reheating temperature or lower should be 30° C. / hr or lower. Preferably 25° C. / hr or lower, more preferably 20° C. / hr or lower. While the lower limit of the average cooling rate is not defined, the average cooling rate is preferably 5° C. / hr or higher from the viewpoint of productivity.Cooling Method of Slab for High-Strength Steel Sheet According to Second Embodiment

[0071] A cooling method of a slab for a high-strength steel sheet according to a second embodiment does not involve reheating during cooling and uniformly lowers the temperature. Different parts from the first embodiment will be described while the same parts will be omitted. A steel slab is produced in the same manner as in the first embodiment by selecting, from the above-described ingredient compositions, an ingredient composition suitable for a case that does not involve reheating during cooling of the slab, and smelting a steel raw material having that ingredient composition.Retention Time in Range of 1200° C. or Higher but 1450° C. or Lower at Position of Slab Widthwise Center 10 mm Below Surface Layer: 130 Seconds or Less

[0072] The same as in the first embodiment.Average Cooling Rate while Surface Temperature at Slab Widthwise Center is in Range of 700° C. or Higher but 850° C. or Lower: 25° C. / hr or Higher

[0073] The same as in the first embodiment.Average Cooling Rate in Range of 550° C. or Higher but Lower than 700° C.: 20° C. / hr or Higher

[0074] The same as in the first embodiment.Average Cooling Rate in Range of 400° C. or Higher but Lower than 550° C.: 10° C. / hr or Higher

[0075] A temperature range of 400° C. or higher to lower than 550° C. is a temperature range where pearlite transformation and bainitic transformation occur. When the cooling rate in this temperature range is low, the fraction of pearlite in the slab becomes high and the toughness of the slab decreases. Therefore, the average cooling rate in the range of 400° C. or higher but lower than 550° C. should be 10° C. / hr or higher. Preferably 15° C. / hr or higher, more preferably 20° C. / hr or higher, and even more preferably 30° C. / hr or higher. Although the upper limit of the average cooling rate is not defined, the average cooling rate should be 500° C. / hr or lower, otherwise it would be difficult to control the cooling rate in the range of 200° C. or higher but lower than 400° C. Preferably 300° C. / hr or lower and more preferably 100° C. / hr or lower.Average Cooling Rate at Range of 200° C. or Higher but Lower than 400° C.: 30° C. / hr or Lower

[0076] A temperature range of 200° C. or higher but lower than 400° C. is a temperature range where bainitic transformation and martensitic transformation occur, with bainitic transformation occurring at a higher temperature than martensitic transformation. When the cooling rate in this temperature range is high, quenched martensite forms and the toughness of the slab decreases. In bainitic transformation, carbon is concentrated in untransformed austenite during formation of bainitic ferrite, which promotes formation of residual austenite.

[0077] Securing the fraction of residual austenite and the fraction of bainite in the slab requires causing bainitic transformation for a sufficient time. Therefore, the cooling rate in the range of 200° C. or higher but lower than 400° C. should be 30° C. / hr or lower. Preferably 25° C. / hr or lower, and more preferably 20° C. / hr or lower. While the lower limit of the average cooling rate is not defined, the average cooling rate is preferably 5° C. / hr or higher from the viewpoint of productivity.Producing Method of High-Strength Steel Sheet

[0078] The slab for a high-strength steel sheet of the above-described embodiment makes it possible to produce a high-strength hot-rolled steel sheet, a high-strength cold-rolled steel sheet, and a high-strength plated steel sheet, without causing slab cracking after continuous casting or causing surface defects, such as scab flaws and sliver flaws, in the steel sheet after hot rolling, cold rolling, annealing, or plating. The producing methods of these steel sheets are as follows.

[0079] First, any one of the above-described slabs for a high-strength steel sheet is used. In the case of a high-strength hot-rolled steel sheet, the slab is heated within a range of a heating temperature of 1000° C. or higher but 1300° C. or lower, rough-rolled and then finish-rolled at a finish rolling end temperature of 750° C. or higher but 1000° C. or lower, and wound at a winding temperature of room temperature or higher but 750° C. or lower. After completion of finish rolling until winding, rapid cooling, maintaining and holding the sheet temperature, or air cooling may be performed. After winding, the steel sheet may be rolled at an elongation ratio of 0.05% or more but 1.00% or less. Pickling may also be performed. Pickling may be performed once or may be divided into multiple times. In this way, a high-strength hot-rolled steel sheet is produced.

[0080] In the case of a high-strength cold-rolled steel sheet, the above-described high-strength hot-rolled steel sheet is used. This steel sheet is pickled and then cold-rolled at a rolling reduction of 30% or more but 80% or less. Since pickling can remove oxides on the surface of the steel sheet, it is important in securing favorable chemical conversion treatability and plating quality of the high-strength steel sheet as a final product. Pickling may be performed once or may be divided into multiple times. It is preferable that cold rolling be performed by multi-pass rolling that requires at least two passes, such as tandem multi-stand rolling or reverse rolling, because thereby strain is introduced uniformly and efficiently and thus a uniform structure can be produced. In this way, a high-strength cold-rolled steel sheet 1 is produced.

[0081] Using the above-described high-strength cold-rolled steel sheet 1, this steel sheet is heated at an annealing temperature of 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 300° C. or higher but 600° C. or lower, and then cooled to 100° C. or lower. After the cooling, the steel sheet may be rolled at an elongation ratio of 0.05% or more but 1.00% or less. In this way, a high-strength cold-rolled steel sheet 2 is produced.

[0082] Using the above-described high-strength cold-rolled steel sheet 1, this steel sheet is heated at an annealing temperature of 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 130° C. or higher but 400° C. or lower, subsequently reheated at 200° C. or higher but 450° C. or lower, and then cooled to 100° C. or lower. After the cooling, the steel sheet may be rolled at an elongation ratio of 0.05% or more but 1.00% or less. In this way, a high-strength cold-rolled steel sheet 3 is produced.

[0083] Using the above-described high-strength cold-rolled steel sheet 1, this steel sheet is heated at an annealing temperature of 750° C. or higher but 950° C. or lower, starts to be water-quenched at 500° C. or higher, is water-cooled to 100° C. or lower, and is then reheated at 100° C. or higher but 300° C. or lower. After the reheating, the steel sheet may be rolled at an elongation ratio of 0.05% or more but 1.00% or less. In this way, a high-strength cold-rolled steel sheet 4 is produced.

[0084] Using the above-described high-strength cold-rolled steel sheet 1, this steel sheet is heated at an annealing temperature of 750° C. or higher and 950° C. or lower. The high-strength cold-rolled steel sheet is subjected to a molten-metal plating process to obtain a plated steel sheet, and this plated steel sheet is then cooled under the condition of a cooling stop temperature of 150° C. or lower. In the molten-metal plating process, for example, the cold-rolled steel sheet is immersed in a hot-dip galvanizing bath at 440° C. or higher and 500° C. or lower. It is preferable to use a hot-dip galvanizing bath having a composition in which an Al amount is 0.10 mass % or more but 0.23 mass % or less and the balance is Zn and unavoidable impurities. It is preferable that the amount of plating deposited be 20 to 80 g / m2 per side (double-sided plating). The amount of plating deposited can be adjusted by performing gas wiping etc. after the hot-dip galvanizing. After the cooling, the steel sheet may be rolled at an elongation ratio of 0.05% or more but 1.00% or less. In this way, a high-strength hot-dip galvanized steel sheet is produced. Other than galvanization, zinc-based-alloy plating, zinc-Al-alloy plating, Al plating, etc. can also be adopted.

[0085] After the molten-metal plating process, the plated steel sheet is subjected to an alloying process. For example, in the case of hot-dip galvanizing, the alloying process is preferably conducted in a temperature range of 460° C. or higher but 600° C. or lower. In this way, a high-strength alloyed hot-dip galvanized steel sheet is produced.

[0086] The high-strength cold-rolled steel sheets 1 to 4 are each subjected to an electroplating process on their surfaces to produce a high-strength plated steel sheet. As electroplating, other than zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, Al-plating, etc. can also be adopted.

[0087] Production conditions other than those described above are not particularly restricted and may follow ordinary methods.EXAMPLESMeasurement of Average Prior Austenite Grain Size

[0088] The measurement method of the average prior austenite grain size is as follows. A sample was cut out from a cooled slab at the position of the widthwise center such that a cross-section along the thickness of the slab parallel to the width direction of the slab served as a surface to be observed. Subsequently, the surface to be observed was mirror-polished with diamond paste, then finish-polished with colloidal silica, and further etched with 3 vol. % nital to reveal the structure in the surface to be observed. Using a light microscope, five fields were observed at 10× magnification at the position 10 mm below the slab surface layer to obtain images of the structure. From the obtained images of the structure, the prior austenite grain size was obtained for each of the five fields by a cutting method complying with JIS G 0551:2020, and the resulting values were averaged to obtain the average prior austenite grain size.Measurement Method of Area Ratio of Ferrite

[0089] In the measurement method of the ferrite area ratio, a surface to be observed of the slab is prepared in the same manner as in the above-described measurement method of the average prior austenite grain size. Subsequently, the surface to be observed is mirror-polished using a diamond paste, then finish-polished using colloidal silica, and further etched with 3 vol. % nital to reveal the structure. Using a scanning electron microscope (SEM), ten fields were observed at 50× magnification, under a condition of an acceleration voltage of 15 kV, at the position 10 mm below the slab surface layer. From the obtained images of the structure, the area ratio of ferrite was calculated for each of the ten fields using Photoshop (R) of Adobe Inc., and the resulting values were averaged to obtain the area ratio of ferrite. Ferrite has a large grain diameter compared with other structures (pearlite, bainitic ferrite, tempered martensite, quenched martensite, and residual austenite) and has a flat surface and a dark contrast, which allows it to be easily distinguished at 50× magnification.Measurement Method of Area Ratios of Bainitic Ferrite, Tempered Martensite, Quenched Martensite, Residual Austenite, and Pearlite

[0090] In the measurement method of the area ratios of these structures, the structures are revealed in a surface to be observed of the slab in the same manner as in the above-described measurement method of ferrite. Using an SEM, ten fields were observed at 10000× magnification, under a condition of an acceleration voltage of 15 kV, at the position 10 mm below the slab surface layer, with ferrite excluded from these fields. From the obtained images of the structures, the area ratios of bainitic ferrite, tempered martensite, quenched martensite, residual austenite, and pearlite were calculated for each of the ten fields using Photoshop (R) of Adobe Inc. The resulting values were averaged, and the area ratios of the respective structures were calculated such that the total with the area ratio of ferrite measured by the above-described method would be 100%. Bainitic ferrite is a structure of a recessed portion. Tempered martensite is a structure of a recessed portion that includes fine carbide. Quenched martensite is a protruding structure and has fine depressions and protrusions inside the structure. Residual austenite is a protruding structure, the inside of which is flat. Pearlite is a depressed structure that includes lamellar carbide. Since the total area ratio of bainitic ferrite and tempered martensite is obtained, bainitic ferrite and tempered martensite need not be distinguishable from each other.Evaluation Method of Slab Cracking

[0091] In the evaluation method of slab cracking, a test was conducted based on the penetrant testing specified in JIS Z 2343:2017 to evaluate the slab as to the presence or absence of cracks in a wide surface and a narrow surface part. After a developing solution was applied, the appearance of a penetrant was visually examined to visually check for cracks and flaws in the surface.Evaluation Method of Surface Defects of Steel Sheet

[0092] In the evaluation method of surface defects of the steel sheet after hot rolling, cold rolling, annealing, or plating, the steel sheet was visually evaluated by appearance examination. When there was no scab flaw, sliver flaw, or unplated area along the entire length and the entire width of the steel sheet, the evaluation on surface defects was “absent,” and when a scab flaw, a sliver flaw, or an unplated area was observed at any part, the evaluation on surface defects was “present.”Mechanical Characteristics

[0093] The measurement method of mechanical characteristics (tensile strength TS) is as follows. The tensile strength (TS) was measured by performing a tensile test in accordance with JIS Z 2241:2011 using a JIS No. 5 test sample that was taken such that the long side of the tensile test sample was oriented in an orthogonal direction (C-direction) relative to a rolling direction of the steel sheet. In accordance with aspects of the present invention, a TS of 590 MPa or higher is defined as a high strength and evaluated as pass.Example 1

[0094] Table 1 shows the ingredient compositions of steel slabs subjected to the test. Using these steel slabs, cooling of the steel slabs was performed under the cooling conditions as shown in Tables 2-1 and 2-2 that involved reheating. In Tables 2-1 and 2-2, “t1” is the retention time(s) in the range of 1200° C. or higher but 1450° C. or lower at the position of the slab widthwise center 10 mm below the surface layer; “v1” is the average cooling rate (° C. / hr) while a surface temperature at the slab widthwise center is 700° C. or higher but 850° C. or lower; “v2” is the average cooling rate (° C. / hr) at 550° C. or higher but lower than 700° C.; “v3” is the average cooling rate (° C. / hr) at 400° C. or higher but lower than 550° C.; “v4” is the average cooling rate (° C. / hr) to the cooling stop temperature of 250° C. or higher but lower than 400° C.; “Tf” is the cooling stop temperature (° C.); “Th” is the reheating temperature (° C.); and “v5” is the average cooling rate (° C. / hr) at 200° C. or higher but the reheating temperature or lower. The column “Cracking” shows whether cracking occurred during cooling of the slab. Symbol “d(γ)” is the average prior austenite grain size (mm); “BF+TM” is the total area ratio (%) of bainitic ferrite and tempered martensite; “Rγ” is the area ratio (%) of residual austenite; “F” is the area ratio (%) of ferrite; and “P+FM” is the total area ratio (%) of pearlite and quenched martensite. When appropriate cooling conditions involving reheating were used, the steel slabs with their respective compositions subjected to the experiment could meet the prior austenite grain size and the microstructure according to aspects of the present invention, with no cracks found in these steel slabs. When conditions outside the ranges of the present invention were used, cracks were observed in the steel slabs.TABLE 1SteelIngredient Composition [mass %]SymbolCSiMnPSAlNOTiNbOther Elements1A0.350.512.210.0050.00060.0420.00300.00120.0851B0.340.252.100.0100.00130.0410.00420.00060.0250.020B: 0.0018, Cr: 0.21, Sb: 0.0101C0.350.502.780.0040.00120.0360.00390.0015——1D0.310.252.200.0090.00070.0280.00390.0015——Ca: 0.0051E0.280.602.450.0050.00110.0290.00350.00080.015—B: 0.0015, Mg: 0.005, REM: 0.0051F0.310.252.120.0050.00060.0310.00370.0006—0.072Sn: 0.05, Sb: 0.0081G0.110.144.810.0090.00070.0280.00410.00120.048—V: 0.081H0.140.194.230.0040.00150.0450.00350.00050.0240.010Ta: 0.05, Mo: 0.051I0.480.251.150.0080.00090.0360.00310.0010——Cr: 0.78, Mo: 0.40, Sb: 0.0101J0.410.351.350.0100.00100.0470.00330.0005——W: 0.05, Cr: 0.53, Ni: 0.13, Cu: 0.251K0.340.651.750.0050.00080.0320.00490.00100.0210.020Mo: 0.42, Ni: 0.10, Cu: 0.20, Zr: 0.04, Te: 0.061L0.230.623.200.0270.00210.0370.00430.0005—0.034Hf: 0.05, Bi: 0.081M0.360.421.850.0070.00070.0460.00370.00090.0350.018B: 0.0020, Co: 0.0051N0.380.022.400.0050.00080.0340.00340.0012——1O0.360.200.850.0130.00210.0430.00380.0008——Cr: 0.621P0.550.653.120.0030.00070.0360.00280.0005——1Q0.300.585.480.0070.00070.0460.00370.0009——“—” means not added.TABLE 2-1StructureSteel Slab Cooling ConditionsCrackingBF +P +Steelt1v1v2v3v4TfThv5Present / d(γ)TMRγFFMNo.Symbols° C. / hr° C. / hr° C. / hr° C. / hr° C.° C.° C. / hrabsentmm%%%%Remarks1-11A1208350311830035016Absent1.5851302InventionExample1-21A11345281713———Present1.494123ComparativeExample1-31A1038048301822031018Present1.398200ComparativeExample1-41B1179054322130035020Absent1.694600InventionExample1-51B1052320171530035015Present1.56042115ComparativeExample1-61B1002818161430035013Present1.46031522ComparativeExample1-71C1095835221530034012Absent1.6821233InventionExample1-81C1435533201328033011Present2.2821143ComparativeExample1-91C952215952703205Present1.3002179ComparativeExample1-101C11814588503438047025Present1.7882010ComparativeExample1-111C1129055352238544034Present1.6763021ComparativeExample1-121D915836231531036015Absent1.289632InventionExample1-131E10216096583332035020Absent1.3871102InventionExampleTABLE 2-2StructureSteel Slab Cooling ConditionsCrackingBF +P +Steelt1v1v2v3v4TfThv5Present / d(γ)TMRγFFMNo.Symbols° C. / hr° C. / hr° C. / hr° C. / hr° C.° C.° C. / hrabsentmm%%%%Remarks1-141F10810265382530037015Absent1.192503InventionExample1-151G1232722161138544510Absent1.5805015InventionExample1-161H9635241811.1636542010Absent1.2835012InventionExample1-171I115160100654026032026Absent1.6801307InventionExample1-181J1059555352229034020Absent1.4801505InventionExample1-191K1135542282030035017Absent1.482684InventionExample1-201L1234535221530036014Absent1.685843InventionExample1-211M9613082523330034023Absent1.189605InventionExample1-221N11215292553228032025Present1.6891010ComparativeExample1-231O10512075452828032022Present1.590208ComparativeExample1-241P11310563402528033018Present1.66117022ComparativeExample1-251Q1029258332229034017Present1.46314023ComparativeExampleExample 2Tables 3-1 and 3-2 list ingredient compositions of steel slabs subjected to the test. Using these steel slabs, cooling of the steel slabs was performed under the cooling conditions as shown in Tables 4-1 and 4-2 that uniformly lowered the temperature. In Tables 4-1 and 4-2, “t1” is the retention time(s) in the range of 1200° C. or higher but 1450° C. or lower at the position of the slab widthwise center 10 mm below the surface layer; “v1” is the average cooling rate (° C. / hr) while a surface temperature at the slab widthwise center is 700° C. or higher but lower than 850° C.; “v2” is the average cooling rate (° C. / hr) while the surface temperature is 550° C. or higher but 700° C. or lower; “v3” is the average cooling rate (° C. / hr) while the surface temperature is 400° C. or higher but lower than 550° C.; and “v6” is the average cooling rate (° C. / hr) while the surface temperature is 200° C. or higher but lower than 400° C. The column “Cracking” indicates whether cracking occurred during cooling of the slab. Symbol “d(γ)” is the average prior austenite grain size (mm); “BF+TM” is the total area ratio (%) of bainitic ferrite and tempered martensite; “Rγ” is the area ratio (%) of residual austenite; “F” is the area ratio (%) of ferrite; and “P+FM” is the total area ratio (%) of pearlite and quenched martensite. When appropriate cooling conditions that uniformly lowered the temperature were used, the steel slabs with their respective compositions subjected to the experiment could meet the prior austenite grain size and the microstructure according to aspects of the present invention, with no cracks found in these steel slabs. When conditions outside the ranges of the present invention were used, cracks were observed in the steel slabs.TABLE 3-1Ingredient Composition [mass %]SteelOtherSymbolCSiMnPSAlNOTiNbBElements2A0.181.522.760.0080.00100.0380.00330.00050.023——2B0.170.783.260.0100.00130.9810.00490.0021———Cr: 0.122C0.111.452.700.0050.00090.0390.00350.00070.020—0.00172D0.211.432.430.0070.00130.0360.00390.0010———Ca: 0.0052E0.141.382.810.0080.00080.0400.00230.00080.010—0.0015MG: 0.005,REM: 0.0052F0.211.532.700.0050.00060.0310.00370.0006———2G0.121.182.400.0090.00070.0280.00390.00150.058—.00212H0.121.462.810.0040.00150.0450.00350.00050.024—0.0018V: 0.08,Mo: 0.052I0.181.552.820.0080.00120.0360.00310.0010—0.010—Ta: 0.05,Mo: 0.40,Cu: 0.12,Sb: 0.0102J0.121.622.910.0090.00080.0450.00300.00050.012—0.00152K0.191.542.510.0050.00080.0320.00490.0010———Mo: 0.062L0.122.481.900.0060.00060.0370.00430.0005———2M0.101.414.100.0080.00140.0420.00450.00110.023—0.0020Mo: 0.15,Zr: 0.06,Te: 0.042N0.191.462.800.0050.00080.0340.00340.00120.018—0.00102O0.160.933.300.0200.00210.0430.00380.00080.051——Hf: 0.05,Bi: 0.082P0.160.753.500.0130.00120.0380.00280.00130.048——W: 0.04“—” means not added.TABLE 3-2Ingredient Composition [mass %]SteelOtherSymbolCSiMnPSAlNOTiNbBElements2Q0.181.502.900.0070.00070.0460.00370.00090.0200.0200.00082R0.200.763.130.0040.00060.0350.00300.00060.0200.0140.0010Cu: 0.15,Sb: 0.0102S0.191.003.050.0060.00040.0400.00350.00090.0200.0100.0025Ni: 0.05,Cu: 0.122T0.210.762.800.0070.00092.1350.00510.00120.020—0.00102U0.231.212.890.0060.00050.0410.00400.00060.0210.0200.00152V0.321.502.700.0030.00070.0360.00280.0005———Co: 0.062W0.452.002.210.0070.00060.0350.00210.0007———2X0.482.051.820.0050.00070.0400.00350.00060.0180.0150.00182Y0.150.764.800.0080.00150.0460.00420.0010———2Z0.180.922.500.0130.00120.0410.00360.00160.042—0.0020Cr: 0.20,Sn: 0.052a0.350.512.210.0050.00060.0420.00300.00120.085—2b0.050.782.420.0200.00230.0540.00500.0009———2c0.110.810.800.0090.00070.0330.00460.0010———Cr: 0.622d0.551.123.120.0080.00110.0340.00400.0007———2e0.232.802.900.0050.00060.0420.00300.0003———2f0.211.455.420.0200.00200.0370.00610.0013———“—” means not added.TABLE 4-1StructureSteel Slab Cooling ConditionsCrackingBF +P +Steelt1v1v2v3v6Present / d(γ)TMRγFFMNo.Symbols° C. / hr° C. / hr° C. / hr° C. / hrAbsentmm%%%%Remarks2-12A12143261710Absent1.7821053InventionExample2-22A118150854223Absent1.682837InventionExample2-32A1093212218129Absent1.5796015InventionExample2-42A12010453Present1.700991ComparativeExample2-52A14341251610Present2.581964ComparativeExample2-62B12345271811Absent1.7761284InventionExample2-72C11044261712Absent1.587652InventionExample2-82D1002722138Absent1.27051510InventionExample2-92E10531241510Absent1.480875InventionExample2-102F9540251610Absent1.1801163InventionExample2-112G11544271811Absent1.682684InventionExample2-122H12242251610Absent1.784853InventionExample2-132I1163520149Absent1.6781264InventionExample2-142J10040261510Absent1.186662InventionExample2-152K11250311810Absent1.1861031InventionExample2-162L9870423118Absent1.1771535InventionExample2-172M9550301810Absent1.0808012InventionExample2-182N1003823148Absent1.1811063InventionExample2-192O10281493017Absent0.987724InventionExample2-202P10862382414Absent1.287733InventionExampleTABLE 4-2StructureSteel Slab Cooling ConditionsCrackingBF +P +Steelt1v1v2v3v6Present / d(γ)TMRγFFMNo.Symbols° C. / hr° C. / hr° C. / hr° C. / hrAbsentmm%%%%Remarks2-212Q11346362313Absent1.4821053InventionExample2-222R1263823159Absent1.786842InventionExample2-232S1074025169Absent1.282873InventionExample2-242S1232715137Present1.64641535ComparativeExample2-252T9690533319Absent1.1791425InventionExample2-262U115120744023Absent1.4758017InventionExample2-272U9545291810Absent0.9821242InventionExample2-282U8452929816338Present0.7708022ComparativeExample2-292V10250321911Absent1.2811522InventionExample2-302V112322186Present1.4609625ComparativeExample2-312W10555301810Absent1.37118110InventionExample2-322X11351312011Absent1.46520015InventionExample2-332Y10880482615Absent1.3769015InventionExample2-342Z10650291811Absent1.187733InventionExample2-352a1193019106Present1.386284ComparativeExample2-362b1173520127Absent1.6763165ComparativeExample2-372c1054125159Absent1.3774154ComparativeExample2-382d11248291710Present1.54831021ComparativeExample2-392e11455332011Absent1.57016410ComparativeExample2-402f12151311911Present1.76018022ComparativeExampleSubsequently, cooled steel slabs were hot-rolled under the conditions listed in Tables 5-1 and 5-2, and then cold-rolled, annealed, and subjected to a plating process. In Tables 5-1 and 5-2, “THs” is the slab heating temperature (° C.); “THf” is the finish-rolling end temperature (° C.) of hot rolling; “THr” is the winding temperature (° C.) of the hot-rolled steel strip. “CR” is the rolling reduction (%) of cold rolling, and represents a percentage of the sheet thickness after rolling relative to the sheet thickness before rolling. “TA” is the annealing temperature (° C.) of the cold-rolled steel sheet; “TW” is the water-quenching start temperature (° C.); “TAf” is the cooling stop temperature (° C.) after annealing; and “TAh” is the subsequent reheating temperature (° C.). In the column “Type,”“CR” is a cold-rolled steel sheet; “GI” is a hot-dip galvanized steel sheet; “GA” is an alloyed hot-dip galvanized steel sheet; “EG” is an electrogalvanized steel sheet; “Al” is a molten-aluminum-plated steel sheet; and “HR” is a hot-rolled steel sheet. When the steel slabs according to aspects of the present invention in which no cracks were observed were hot-rolled as raw materials, no surface defects were found in the steel sheets and a tensile strength (TS) of 590 MPa or higher was achieved.TABLE 5-1ColdAnnealing Conditions / Plating ConditionsSurfaceHot Rolling ConditionsRollingGAlloyingDefectsSteelTHsTHfTHrCRTATWTAfTAhPresent / Present / Present / TSNo.Symbol° C.° C.° C.%° C.° C.° C.° C.AbsentAbsentTypeAbsentMPaRemarks2-12A120092045050880—280450——CRAbsent1212InventionExample2-22A120092047050890—400———CRAbsent1223InventionExample2-32A120092050050——————CRAbsent1120InventionExample2-62B120092045050880—280450——CRAbsent1303InventionExample2-72C125089055050820—240400——CRAbsent1035InventionExample2-82D125085054030830—420———CRAbsent1021InventionExample2-92E12509205504080065050150——CRAbsent1246InventionExample2-102F125090055040800———PresentPresentGAAbsent1032InventionExample2-112G125090045050——————CRAbsent1192InventionExample2-122H125088055050840———PresentPresentGAAbsent992InventionExample2-132I125095052065840———PresentPresentGAAbsent1195InventionExample2-142J125092052050840—250400——CRAbsent1250InventionExample2-152K125095052050800———PresentPresentGAAbsent1012InventionExample2-162L125087054050800———PresentPresentGAAbsent952InventionExample2-172M128087049050800———PresentPresentGAAbsent986InventionExample2-182N125092060040790———PresentPresentGAAbsent1185InventionExample2-192O125090050040840———Present—GIAbsent1230InventionExample2-202P125090050040760———PresentPresentGAAbsent1211InventionExampleTABLE 5-2ColdAnnealing conditions / plating conditionsSurfaceHot Rolling ConditionsRollingGAlloyingDefectsSteelTHsTHfTHrCRTATWTAfTAhPresent / Present / Present / TSNo.Symbol° C.° C.° C.%° C.° C.° C.° C.AbsentAbsentTypeAbsentMPaRemarks2-212Q120085050045850———PresentPresentGAAbsent1514InventionExample2-222R125090045065950———PresentPresentGAAbsent1481InventionExample2-232S125090046055900—————AlAbsent1582InventionExample2-252T125090045065930———PresentPresentGAAbsent1532InventionExample2-262U125090045050870—200340——CRAbsent1492InventionExample2-272U12509204305090080050200——EGAbsent1553InventionExample2-292V125090050050870—200380——CRAbsent1521InventionExample2-312W125090049050870—200400——CRAbsent1542InventionExample2-322X130097047050870—200400——CRAbsent1556InventionExample2-332Y125092045050830—400———CRAbsent1320InventionExample2-342Z1250920400———————HRAbsent1471InventionExample2-352a125092050050870—200380——CRPresent1477ComparativeExample2-362b125092052050800———PresentPresentGAAbsent490ComparativeExample2-372c125092052050800———PresentPresentGAAbsent560ComparativeExample2-392e1250920430———————HRPresent1562ComparativeExampleIndustrial ApplicabilityWhen the slab cooling method according to aspects of the present invention is used, slab cracking after casting does not occur even in a low-toughness, highly alloyed slab, and thus the producing yield can be significantly improved. When the slab for a high-strength steel sheet according to aspects of the present invention is used, a high-strength hot-rolled steel sheet, a high-strength cold-rolled steel sheet, and a high-strength plated steel sheet that are highly alloyed and yet free of surface defects can be produced. Applying these steel sheets to suspension parts, structural parts, and framework parts of an automobile can reduce the weight of the vehicle body while securing the reliability of the automobile. Thus, the present invention is industrially useful.

Claims

1. A slab for a high-strength steel sheet which has been continuously cast,whereinan average prior austenite grain size at a position 10 mm from a slab surface layer is 2.0 mm or less, and that the slab has a microstructure in which a total area ratio of bainitic ferrite and tempered martensite is 50% or more but 97% or less, an area ratio of residual austenite is 3% or more but 30% or less, an area ratio of ferrite is 20% or less, and a total area ratio of pearlite and quenched martensite is 20% or less.

2. The slab for a high-strength steel sheet according to claim 1, whereinthe slab for a high-strength steel sheet has an ingredient composition containing, in mass %:C: 0.10% or more but 0.50% or less,Si: 0.10% or more but 2.50% or less,Mn: 1.00% or more but 5.00% or less,P: 0.100% or less,S: 0.0200% or less,Al: 0.005% or more but 2.500% or less,N: 0.0100% or less, andO: 0.0100% or less, andfurther optionally containing at least one type of element selected from the following:Ti: 0.200% or less,Nb: 0.200% or less,V: 0.200% or less,Ta: 0.10% or less,W: 0.10% or less,B: 0.0100% or less,Cr: 1.00% or less,Mo: 1.00% or less,Co: 1.00% or less,Ni: 1.00% or less,Cu: 1.00% or less,Sn: 0.200% or less,Sb: 0.200% or less,Ca: 0.0100% or less,Mg: 0.0100% or less,REM: 0.0100% or less,Zr: 0.100% or less,Te: 0.100% or less,Hf: 0.10% or less, andBi: 0.200% or less,with the balance being Fe and unavoidable impurities.

3. The slab for a high-strength steel sheet according to claim 1, whereinthe slab for a high-strength steel sheet has an ingredient composition containing, in mass %:C: 0.10% or more but 0.50% or less,Si: 0.70% or more but 2.50% or less,Mn: 1.00% or more but 5.00% or less,P: 0.100% or less,S: 0.0200% or less,Al: 0.005% or more but 2.500% or less,N: 0.0100% or less, andO: 0.0100% or less, andfurther optionally containing at least one type of element selected from the following:Ti: 0.200% or less,Nb: 0.200% or less,V: 0.200% or less,Ta: 0.10% or less,W: 0.10% or less,B: 0.0100% or less,Cr: 1.00% or less,Mo: 1.00% or less,Co: 1.00% or less,Ni: 1.00% or less,Cu: 1.00% or less,Sn: 0.200% or less,Sb: 0.200% or less,Ca: 0.0100% or less,Mg: 0.0100% or less,REM: 0.0100% or less,Zr: 0.100% or less,Te: 0.100% or less,Hf: 0.10% or less, andBi: 0.200% or less,with the balance being Fe and unavoidable impurities.

4. A cooling method of a slab for a high-strength steel sheet, whereinthe slab for a high-strength steel sheet with the ingredient composition according to claim 2 is cooled such that a retention time in a temperature range of 1200° C. or higher but 1450° C. or lower at the position of a widthwise center 10 mm below a surface layer of the slab is 130 seconds or less; then cooled such that an average cooling rate while a surface temperature at a widthwise center of the slab is in a range of 700° C. or higher but 850° C. or lower is 25° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in a range of 550° C. or higher but lower than 700° C. is 20° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in a range of 400° C. or higher but lower than 550° C. is 15° C. / hr or more; cooled such that an average cooling rate until the surface temperature reaches a cooling stop temperature of 250° C. or higher but lower than 400° C. is 10° C. / hr or more; heated so that the surface temperature reaches a reheating temperature of higher than the cooling stop temperature but 450° C. or lower; and then cooled such that an average cooling rate while the surface temperature is in a range of 200° C. or higher but the reheating temperature or lower is 30° C. / hr or less.

5. A cooling method of a slab for a high-strength steel sheet, whereinthe slab for a high-strength steel sheet with the ingredient composition according to claim 3 is cooled such that a retention time in a temperature range of 1200° C. or higher but 1450° C. or lower at the position of a widthwise center 10 mm below a surface layer of the slab is 130 seconds or less; cooled such that an average cooling rate while a surface temperature at a widthwise center of the slab is in a range of 700° C. or higher but 850° C. or lower is 25° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in a range of 550° C. or higher but lower than 700° C. is 20° C. / hr or more; cooled such that an average cooling rate while the surface temperature is in a range of 400° C. or higher but lower than 550° C. is 10° C. / hr or more; and then cooled such that an average cooling rate while the surface temperature is in a range of 200° C. or higher but lower than 400° C. is 30° C. / hr or less.

6. A producing method of a high-strength hot-rolled steel sheet, whereinthat the slab for a high-strength steel sheet according to claim 1 is heated such that a slab heating temperature is 1000° C. or higher but 1300° C. or lower, rough rolled, and then finish rolled such that a finish rolling end temperature is 750° C. or higher but 1000° C. or lower, and wound such that a winding temperature is room temperature or higher but 750° C. or lower.

7. A producing method of a high-strength cold-rolled steel sheet, whereina high-strength hot-rolled steel sheet produced by the producing method according to claim 6 is pickled and then cold-rolled such that a rolling reduction is 30% or more but 80% or less; and optionally, one process selected from the following is further performed:(a) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 300° C. or higher but 600° C. or lower, and then cooled to 100° C. or lower;(b) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 130° C. or higher but 400° C. or lower, reheated to a temperature of 200° C. or higher but 450° C. or lower, and then cooled to 100° C. or lower, and(c) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, followed by water quenching at 500° C. or higher, cooled by water to 100° C. or lower, and then reheated at 100° C. or higher but 300° C. or lower.

8. A producing method of a high-strength plated steel sheet, whereina high-strength cold-rolled steel sheet obtained by the cold rolling according to claim 7 is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower; the high-strength cold-rolled steel sheet is subjected to a molten-metal plating process and turned into a plated steel sheet; the plated steel sheet is then cooled under a condition of a cooling stop temperature of 150° C. or lower; and the molten-metal plating process optionally adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

9. The producing method of a high-strength plated steel sheet according to claim 8, whereinthe plated steel sheet having been subjected to the molten-metal plating process is subjected to an alloying process.

10. A producing method of a high-strength plated steel sheet, whereinusing a high-strength cold-rolled steel sheet produced by the producing method according to claim 7, an electroplating process is performed on a surface; and optionally, the electroplating process adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

11. A producing method of a high-strength hot-rolled steel sheet, whereinthat the slab for a high-strength steel sheet according to claim 2 is heated such that a slab heating temperature is 1000° C. or higher but 1300° C. or lower, rough rolled, and then finish rolled such that a finish rolling end temperature is 750° C. or higher but 1000° C. or lower, and wound such that a winding temperature is room temperature or higher but 750° C. or lower.

12. A producing method of a high-strength hot-rolled steel sheet, whereinthat the slab for a high-strength steel sheet according to claim 3 is heated such that a slab heating temperature is 1000° C. or higher but 1300° C. or lower, rough rolled, and then finish rolled such that a finish rolling end temperature is 750° C. or higher but 1000° C. or lower, and wound such that a winding temperature is room temperature or higher but 750° C. or lower.

13. A producing method of a high-strength cold-rolled steel sheet, whereina high-strength hot-rolled steel sheet produced by the producing method according to claim 11 is pickled and then cold-rolled such that a rolling reduction is 30% or more but 80% or less; and optionally, one process selected from the following is further performed:(a) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 300° C. or higher but 600° C. or lower, and then cooled to 100° C. or lower;(b) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 130° C. or higher but 400° C. or lower, reheated to a temperature of 200° C. or higher but 450° C. or lower, and then cooled to 100° C. or lower, and(c) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, followed by water quenching at 500° C. or higher, cooled by water to 100° C. or lower, and then reheated at 100° C. or higher but 300° C. or lower.

14. A producing method of a high-strength cold-rolled steel sheet, whereina high-strength hot-rolled steel sheet produced by the producing method according to claim 12 is pickled and then cold-rolled such that a rolling reduction is 30% or more but 80% or less; and optionally, one process selected from the following is further performed:(a) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 300° C. or higher but 600° C. or lower, and then cooled to 100° C. or lower;(b) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, cooled to a cooling stop temperature of 130° C. or higher but 400° C. or lower, reheated to a temperature of 200° C. or higher but 450° C. or lower, and then cooled to 100° C. or lower, and(c) a process in which the high-strength cold-rolled steel sheet obtained by the cold rolling is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower, followed by water quenching at 500° C. or higher, cooled by water to 100° C. or lower, and then reheated at 100° C. or higher but 300° C. or lower.

15. A producing method of a high-strength plated steel sheet, whereina high-strength cold-rolled steel sheet obtained by the cold rolling according to claim 13 is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower; the high-strength cold-rolled steel sheet is subjected to a molten-metal plating process and turned into a plated steel sheet; the plated steel sheet is then cooled under a condition of a cooling stop temperature of 150° C. or lower; and the molten-metal plating process optionally adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

16. A producing method of a high-strength plated steel sheet, whereina high-strength cold-rolled steel sheet obtained by the cold rolling according to claim 14 is heated such that an annealing temperature is 750° C. or higher but 950° C. or lower; the high-strength cold-rolled steel sheet is subjected to a molten-metal plating process and turned into a plated steel sheet; the plated steel sheet is then cooled under a condition of a cooling stop temperature of 150° C. or lower; and the molten-metal plating process optionally adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

17. The producing method of a high-strength plated steel sheet according to claim 15, whereinthe plated steel sheet having been subjected to the molten-metal plating process is subjected to an alloying process.

18. The producing method of a high-strength plated steel sheet according to claim 16, whereinthe plated steel sheet having been subjected to the molten-metal plating process is subjected to an alloying process.

19. A producing method of a high-strength plated steel sheet, whereinusing a high-strength cold-rolled steel sheet produced by the producing method according to claim 13, an electroplating process is performed on a surface; and optionally, the electroplating process adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.

20. A producing method of a high-strength plated steel sheet, whereinusing a high-strength cold-rolled steel sheet produced by the producing method according to claim 14, an electroplating process is performed on a surface; and optionally, the electroplating process adopts one type selected from zinc plating, zinc-based-alloy plating, zinc-Al-alloy plating, and Al plating.