EP3279355A1 - Fil d'acier pour pièces de construction mécanique - Google Patents

Fil d'acier pour pièces de construction mécanique Download PDF

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Publication number
EP3279355A1
EP3279355A1 EP16772311.3A EP16772311A EP3279355A1 EP 3279355 A1 EP3279355 A1 EP 3279355A1 EP 16772311 A EP16772311 A EP 16772311A EP 3279355 A1 EP3279355 A1 EP 3279355A1
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EP
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Prior art keywords
cementite
steel
less
cooling
steel wire
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EP16772311.3A
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German (de)
English (en)
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EP3279355A4 (fr
Inventor
Yuki Sasaki
Takuya Kochi
Masamichi Chiba
Masayuki Sakata
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Kobe Steel Ltd
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Kobe Steel Ltd
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Application filed by Kobe Steel Ltd filed Critical Kobe Steel Ltd
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    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D9/00Heat treatment, e.g. annealing, hardening, quenching or tempering, adapted for particular articles; Furnaces therefor
    • C21D9/52Heat treatment, e.g. annealing, hardening, quenching or tempering, adapted for particular articles; Furnaces therefor for wires; for strips ; for rods of unlimited length
    • C21D9/525Heat treatment, e.g. annealing, hardening, quenching or tempering, adapted for particular articles; Furnaces therefor for wires; for strips ; for rods of unlimited length for wire, for rods
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/04Ferrous alloys, e.g. steel alloys containing manganese
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D1/00General methods or devices for heat treatment, e.g. annealing, hardening, quenching or tempering
    • C21D1/26Methods of annealing
    • C21D1/32Soft annealing, e.g. spheroidising
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D6/00Heat treatment of ferrous alloys
    • C21D6/002Heat treatment of ferrous alloys containing Cr
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D6/00Heat treatment of ferrous alloys
    • C21D6/004Heat treatment of ferrous alloys containing Cr and Ni
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D6/00Heat treatment of ferrous alloys
    • C21D6/005Heat treatment of ferrous alloys containing Mn
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D6/00Heat treatment of ferrous alloys
    • C21D6/008Heat treatment of ferrous alloys containing Si
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D8/00Modifying the physical properties by deformation combined with, or followed by, heat treatment
    • C21D8/06Modifying the physical properties by deformation combined with, or followed by, heat treatment during manufacturing of rods or wires
    • C21D8/065Modifying the physical properties by deformation combined with, or followed by, heat treatment during manufacturing of rods or wires of ferrous alloys
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/001Ferrous alloys, e.g. steel alloys containing N
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/002Ferrous alloys, e.g. steel alloys containing In, Mg, or other elements not provided for in one single group C22C38/001 - C22C38/60
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/02Ferrous alloys, e.g. steel alloys containing silicon
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/06Ferrous alloys, e.g. steel alloys containing aluminium
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/08Ferrous alloys, e.g. steel alloys containing nickel
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/12Ferrous alloys, e.g. steel alloys containing tungsten, tantalum, molybdenum, vanadium, or niobium
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/16Ferrous alloys, e.g. steel alloys containing copper
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/18Ferrous alloys, e.g. steel alloys containing chromium
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/18Ferrous alloys, e.g. steel alloys containing chromium
    • C22C38/20Ferrous alloys, e.g. steel alloys containing chromium with copper
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/18Ferrous alloys, e.g. steel alloys containing chromium
    • C22C38/32Ferrous alloys, e.g. steel alloys containing chromium with boron
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/18Ferrous alloys, e.g. steel alloys containing chromium
    • C22C38/40Ferrous alloys, e.g. steel alloys containing chromium with nickel
    • CCHEMISTRY; METALLURGY
    • C22METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
    • C22CALLOYS
    • C22C38/00Ferrous alloys, e.g. steel alloys
    • C22C38/60Ferrous alloys, e.g. steel alloys containing lead, selenium, tellurium, or antimony, or more than 0.04% by weight of sulfur
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D2211/00Microstructure comprising significant phases
    • C21D2211/003Cementite
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D2211/00Microstructure comprising significant phases
    • C21D2211/005Ferrite
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D8/00Modifying the physical properties by deformation combined with, or followed by, heat treatment
    • C21D8/06Modifying the physical properties by deformation combined with, or followed by, heat treatment during manufacturing of rods or wires

Definitions

  • the present invention relates to a steel wire used as a material for mechanical structural parts. More specifically, the present invention relates to a steel wire for mechanical structural parts which, when being produced by spheroidizing annealing and subsequent cold working from a wire rod produced by temper rolling, is low in deformation resistance and good in crack resistance during cold working, and thus exhibits excellent cold workability.
  • the term "wire rod” as used herein refers to a rolled wire rod, which is a wire-like steel material that has been hot-rolled and then cooled to room temperature.
  • steel wire as used herein refers to a wire-like steel material which is obtained by subjecting a rolled wire rod to tempering treatment such as spheroidizing annealing.
  • a hot-rolled wire rod made of carbon steel, alloy steel or the like is usually subjected to spheroidizing annealing for acquisition of cold workability. Then, the rolled wire rod after the spheroidizing annealing, that is, a steel wire, is subjected to cold working, and then to machining such as cutting to be formed into a predetermined shape. The steel wire is then subjected to quenching and tempering treatment for final adjustment of the strength, whereby a mechanical structural part is obtained.
  • Patent Document 1 discloses a technique of "a steel wire that has a metal structure that is effectively formed from ferrite grains and carbide spheres where the average diameter of the ferrite grains is greater than or equal to 15 ⁇ m, the average diameter of the carbide spheres is less than or equal to 0.8 ⁇ m, the largest diameter of the carbide spheres is less than or equal to 4.0 ⁇ m, the number of carbide spheres per 1 mm 2 is 0.5 ⁇ 10 6 ⁇ C% to 5.0 ⁇ 10 6 ⁇ C%, and amongst the carbide spheres, the greatest separation between carbide spheres with a diameter of greater than or equal to 0.1 ⁇ m is less than or equal to 10 ⁇ m".
  • Patent Document 2 discloses a technique of "a steel wire in which the steel has a metal structure including cementite and ferrite, the total area rate of cementite and ferrite to the whole structure being 95 area% or more, the aspect ratio of 90% or more of the cementite being 3 or less, the average center of gravity distance of the cementite being 1.5 ⁇ m or more, the average crystal grain size of the ferrite being 5 to 20 ⁇ m".
  • Patent Document 2 discloses, as a means for obtaining such metal structure, that the following annealing treatment is performed twice or more: heating the steel to a temperature range of point A1 to (point A1 + 50°C), holding the steel in the temperature range of point A1 to (point A1 + 50°C) for 0 to 1 hour, and cooling the steel from the temperature range of point A1 to (point A1 + 50°C) to a temperature range of (point A1 - 100°C) to (point A1 - 30°C) at an average cooling rate of 10 to 200°C/h; and then the conditions for heating the steel to a temperature range of point A1 to (point A1 + 30°C), holding the steel in the temperature range of point A1 to (point A1 + 30°C), and cooling the steel are controlled as follows.
  • the temperature range residence time in the range of point A1 to (point A1 + 30°C) until the temperature reaches point A1 is controlled to 10 minutes to 2 hours, the steel is cooled in a cooling temperature range from the temperature range of point A1 to (point A1 + 30°C) to (point A1 - 100°C) to (point A1 - 20°C) at an average cooling rate of 10 to 100°C/h, and then the steel is held in the cooling temperature range for 10 minutes to 5 hours and further cooled.
  • Patent Document 3 discloses a technique of "a steel wire having a structure in which the value obtained by dividing the standard deviation of distances between cementite particles by the average value of the distances between cementite particles is 0.50 or less".
  • the cementite particles are distributed at substantially uniform spacings, and many cementite particles are present also in the ferrite grains.
  • the present invention has been made under such circumstances, and it is an object of the present invention to provide a steel wire for mechanical structural parts that is reduced in deformation resistance and improved in crack resistance during cold working, and thus exhibits excellent cold workability.
  • a steel wire for mechanical structural parts of the present invention which achieves the above-mentioned object is a steel wire containing, in mass%, 0.3 to 0.6% of C, 0.05 to 0.5% of Si, 0.2 to 1.7% of Mn, more than 0% and 0.03% or less of P, 0.001 to 0.05% of S, 0.005 to 0.1% of Al, and 0 to 0.015% of N, the balance being iron and inevitable impurities, wherein steel of the steel wire has a metal structure formed of ferrite and cementite, and the number proportion of cementite particles present in ferrite grain boundaries is 40% or more based on the total number of cementite particles.
  • the steel wire for mechanical structural parts of the present invention preferably optionally contains, in mass%, at least one component selected from the group consisting of: more than 0% and 0.5% or less of Cr, more than 0% and 0.25% or less of Cu, more than 0% and 0.25% or less of Ni, more than 0% and 0.25% or less of Mo, and more than 0% and 0.01% or less of B.
  • the average equivalent circle diameter of bcc (body-centerd cubic)-Fe crystal grains in the metal structure is preferably 30 ⁇ m or less.
  • the present invention can provide a steel wire for mechanical structural parts that realizes reduction in deformation resistance and improvement in crack resistance since the chemical component composition of the steel is appropriately adjusted, the metal structure of the steel is formed of ferrite and cementite, and the number proportion of cementite particles present in ferrite grain boundaries based on the total number of cementite particles satisfies a prescribed value.
  • the steel wire for mechanical structural parts of the present invention exhibits excellent cold workability since it is reduced in deformation resistance and thus can suppress abrasion and destruction of a plastic working tool such as a die, and since it is also improved in crack resistance and thus can suppress the occurrence of cracks at the time of heading.
  • the inventors of the present invention made investigations from various angles in order to realize a steel wire that achieves both of reduction in deformation resistance and improvement in crack resistance during cold working. As a result, the inventors found that, during cold working, cementite in the ferrite grains increases deformation resistance and voids that cause cracks originate from cementite in the ferrite grains.
  • cementite present in ferrite grain boundaries undergo less strain during cold working than cementite present in the grains does, and thus can reduce the deformation resistance and can be prevented from being the origin of voids. That is, the present inventors hit upon an idea that, in order to achieve both of reduction in deformation resistance and improvement in crack resistance, it is important to increase the number proportion of cementite particles present in ferrite grain boundaries based on the total number of cementite particles, that is, to reduce the number proportion of cementite particles present in the ferrite grains based on the total number of cementite particles.
  • the metal structure of the steel wire for mechanical structural parts of the present invention (hereinafter sometimes simply referred to as "steel wire") is a so-called spheroidized structure and is formed of ferrite and cementite.
  • the spheroidized structure is a metal structure that contributes to improvement in cold workability by reducing the deformation resistance of steel.
  • the metal structure of the present invention may partially include a pearlite structure.
  • the metal structure may include less than 3% in area rate of precipitates of AIN or the like as long as the cold workability is not largely adversely affected.
  • the number proportion of cementite particles present in ferrite grain boundaries (grain boundary cementite) based on the total number of cementite particles is sometimes referred to as "grain boundary cementite percentage”.
  • the number proportion of cementite particles present in ferrite grains (intragranular cementite) based on the total number of cementite particles is sometimes referred to as "intragranular cementite percentage”.
  • the "grain boundary cementite percentage” and "intragranular cementite percentage” are defined as follows.
  • the number of grain boundary cementite particles, the number of intragranular cementite particles, and the total number of cementite particles (total of number of grain boundary cementite particles and intragranular cementite particles) are defined as "Na”, “Nb” and “Na + Nb", respectively.
  • the number of cementite particles may be measured in one field of view or in a plurality of fields of view.
  • the grain boundary cementite percentage and intragranular cementite percentage are respectively calculated using the total number of the numbers of grain boundary cementite particles and the total number of the numbers of intragranular cementite particles measured in the fields of view.
  • the number proportion of cementite particles present in ferrite grain boundaries (that is, the grain boundary cementite percentage) needs to be 40% or more based on the total number of cementite particles.
  • the grain boundary cementite percentage By setting the grain boundary cementite percentage to 40% or more, it is possible to reduce the deformation resistance and suppress the occurrence of cracks originating from cementite.
  • the form of cementite as an object of measurement of the number of grain boundary cementite particles and the number of intragranular cementite particles is not particularly limited.
  • rod-shaped cementite having a large aspect ratio and lamellar cementite forming a pearlite structure can be mentioned, and there is no limitation on the shape of cementite.
  • the size of cementite particle as an object of measurement is not limited, and the criterion of size is determined according to the measurement method. In the method of measuring the grain boundary cementite percentage described later, the size of cementite particle that can be identified by an optical microscope at a magnification of 1000 times is the minimum size. More specifically, a cementite particle having an equivalent circle diameter of 0.3 ⁇ m or more is an object of measurement.
  • the lower limit of the grain boundary cementite percentage is preferably 45%, more preferably 50%.
  • increase in the grain boundary cementite percentage is not easy from the viewpoint of production, and the current technique sometimes has disadvantages such as reduction in hot rolling temperature and/or prolongation of spheroidizing annealing.
  • the grain boundary cementite percentage is preferably about 80% or less, more preferably 70% or less from the viewpoint of productivity.
  • the average equivalent circle diameter of bcc-Fe crystal grains in the metal structure is preferably 30 ⁇ m or less.
  • the average equivalent circle diameter of bcc-Fe crystal grains (hereinafter sometimes simply referred to as "bcc-Fe crystal grain size”) is set to 30 ⁇ m or less, it is possible to improve the ductility and to further suppress the occurrence of cracks during cold working.
  • a preferable upper limit of the bcc-Fe crystal grain size is 25 ⁇ m, and it is more preferably 20 ⁇ m.
  • the size of the bcc-Fe crystal grains as an object of measurement is not limited, as with the cementite, the criterion of size is determined by the measurement method.
  • the size of the crystal grains that can be identified by an EBPS analyzer and a FE-SEM is the minimum size. More specifically, bcc-Fe crystal grains having an equivalent circle diameter of 1 ⁇ m or more are an object of measurement.
  • the structure whose bcc-Fe crystal grain size is to be controlled is bcc-Fe crystal grains surrounded by high-angle grain boundaries having an orientation difference larger than 15°. This is because low-angle grain boundaries having an orientation difference of 15° or less have only small influence on the cold workability.
  • the above-mentioned "crystal orientation difference” is also referred to as “deviation angle” or “inclination angle”, and the orientation difference may be measured by the EBSP method (Electron Backscattering Pattern method).
  • bcc-Fe crystal grains surrounded by high-angle grain boundaries that are to be measured for the average grain size include not only proeutectoid ferrite but also ferrite included in the pearlite structure.
  • the present invention is directed to the steel wire for use as a material for mechanical structural parts.
  • the steel wire for mechanical structural parts should have a usual chemical component composition, and contents of C, Si, Mn, P, S, A1 and N should each be preferably adjusted within an appropriate range. From these viewpoints, appropriate content ranges of these chemical components and reasons for such limitation are as follows. Incidentally, in the present specification, "%" in terms of chemical component composition means mass%.
  • the C content is an element effective for securing the strength of the steel, that is, the strength of the final product. In order that such an effect may be effectively exhibited, the C content needs to be 0.3% or more.
  • the C content is preferably 0.32% or more, more preferably 0.34% or more. However, if C is excessively contained, the strength increases to deteriorate the cold workability, and thus the C content should be controlled to 0.6% or less.
  • the C content is preferably 0.55% or less, more preferably 0.50% or less.
  • the Si is incorporated as a deoxidizing element and for the purpose of increasing the strength of the final product by solid solution hardening. In order that such an effect may be effectively exhibited, the Si content is determined to be 0.05% or more.
  • the Si content is preferably 0.07% or more, more preferably 0.10% or more.
  • the Si content is determined to be 0.5% or less.
  • the Si content is preferably 0.45% or less, more preferably 0.40% or less.
  • Mn is an element effective for increasing the strength of the final product through improvement in hardenability. In order that such an effect may be effectively exhibited, the Mn content is determined to be 0.2% or more. The Mn content is preferably 0.3% or more, more preferably 0.4% or more. On the other hand, if Mn is excessively contained, the hardness increases to deteriorate the cold workability. Therefore, the Mn content is determined to be 1.7% or less. The Mn content is preferably 1.5% or less, more preferably 1.3% or less.
  • the P content is determined to be 0.03% or less.
  • the P content is preferably 0.02% or less, more preferably 0.017% or less, particularly preferably 0.01% or less. The lower the P content is, the more preferable it is, but there are cases where about 0.001% of P remains due to limitations in the production process or the like.
  • S is an element inevitably contained in steel and exists as MnS in steel. Since S deteriorates the ductility, it is an element harmful to cold workability. Therefore, the S content is determined to be 0.05% or less.
  • the S content is preferably 0.04% or less, more preferably 0.03% or less.
  • S is incorporated in an amount of 0.001% or more.
  • the S content is preferably 0.002% or more, more preferably 0.003% or more.
  • Al is effective as a deoxidizing element and is also effective for fixing dissolved N present in steel as AlN.
  • the Al content is determined to be 0.005% or more.
  • the Al content is preferably 0.008% or more, more preferably 0.010% or more.
  • the Al content is determined to be 0.1% or less.
  • the Al content is preferably 0.090% or less, more preferably 0.080% or less.
  • N is an element inevitably contained in steel. If dissolved N is contained in steel, the hardness increases and the ductility deteriorates due to strain aging, whereby the cold workability is deteriorated. Therefore, the N content is determined to be 0.015% or less.
  • the N content is preferably 0.013% or less, more preferably 0.010% or less. The lower the N content is, the more preferable it is, but there are cases where about 0.001% of N remains due to limitations in the production process or the like.
  • the basic components of the steel wire of the present invention are as described above, and the balance is substantially iron.
  • substantially iron means that the balance may include not only iron but also trace components (for example, Sb and Zn) which do not impair the properties of the present invention, and inevitable impurities other than P, S and N (for example, O and H).
  • the steel wire may optionally contain the following optional elements, and the properties of the steel wire are further improved depending on the contained components:
  • the Cr content is preferably 0.5% or less
  • the contents of Cu, Ni and Mo are each preferably 0.25% or less
  • the B content is preferably 0.01% or less.
  • a more preferable Cr content is 0.45% or less, and it is more preferably 0.40% or less.
  • More preferable upper limits of contents of Cu, Ni and Mo are each 0.22%, and they are more preferably 0.20%.
  • a more preferable upper limit of the B content is 0.007%, and it is more preferably 0.005%.
  • the structural form after spheroidizing annealing is defined.
  • the structure before the spheroidizing annealing includes pearlite and ferrite as main phases and has a bcc-Fe crystal grain size within a predetermined range, the proeutectoid ferrite crystal grains are equiaxed, and the spacing at the narrowest part of pearlite can be made not more than a predetermined value.
  • the finish rolling is performed at 800°C or more and 1050°C or less, and then the first cooling at an average cooling rate of 7°C/s or more, the second cooling at an average cooling rate of 1°C/s or more and 5°C/s or less, and the third cooling at an average cooling rate of 5°C/s or more that is higher than in the second cooling are performed in this order.
  • the finish temperature of the first cooling and the start temperature of the second cooling are preferably in the range of 700 to 750°C.
  • the finish temperature of the second cooling and the start temperature of the third cooling are preferably in the range of 600 to 650°C.
  • the finish temperature of the third cooling is preferably 400°C or less.
  • Finish rolling temperature 800°C or more and 1050°C or less
  • the finish rolling temperature In order to make the bcc-Fe crystal grain size of the structure before the spheroidizing annealing small, for example, 15 ⁇ m or less, it is preferable to appropriately control the finish rolling temperature.
  • the finish rolling temperature exceeds 1050°C, it becomes difficult to make the bcc-Fe crystal grain size small.
  • the finish rolling temperature is less than 800°C, the bcc-Fe crystal grain size becomes too small, for example, less than 5 ⁇ m, and softening becomes difficult.
  • a more preferable lower limit of the finish rolling temperature is 850°C, and it is even more preferably 900°C or more.
  • a more preferable upper limit of the finish rolling temperature is 1000°C, and it is even more preferably 950°C.
  • the first cooling starts at a finish rolling temperature of 800°C or more and 1050°C or less and finishes in a temperature range of 700 to 750°C.
  • the cooling rate is low, bcc-Fe crystal grains of the structure before the spheroidizing annealing may be coarsened to increase the bcc-Fe crystal grain size. Therefore, it is preferable to set the average cooling rate in the first cooling to 7°C/s or more.
  • the average cooling rate in the first cooling is more preferably 10°C/s or more, even more preferably 20°C/s or more.
  • the upper limit of the average cooling rate in the first cooling is not particularly limited, it is practically preferably 200°C/s or less.
  • cooling may be performed at a variable cooling rate as long as the average cooling rate is 7°C/s or more.
  • the second cooling starts in a temperature range of 700 to 750°C and finishes in a temperature range of 600 to 650°C.
  • the steel is preferably gradually cooled at an average cooling rate of 5°C/s or less in the second cooling.
  • the upper limit of the average cooling rate in the second cooling is more preferably 4°C/s, even more preferably 3.5°C/s or less.
  • the average cooling rate in the second cooling is preferably 1°C/s or more.
  • a more preferable lower limit of the average cooling rate in the second cooling is 2°C/s, and it is even more preferably 2.5°C/s.
  • cooling may be performed at a variable cooling rate as long as the average cooling rate is 1°C/s or more and 5°C/s or less.
  • the third cooling starts in a temperature range of 600 to 650°C and finishes at 400°C or less.
  • the average lamellar spacing of pearlite should be made as narrow as possible to make it easy to dissolve cementite, leaving no spherical cementite nuclei in the grains.
  • the grain boundary cementite percentage is increased by subsequently performing appropriate spheroidizing annealing treatment.
  • the average cooling rate in the third cooling is more preferably 10°C/s or more, even more preferably 20°C/s or more.
  • the upper limit of the average cooling rate in the third cooling is not particularly limited, it is practically preferably 200°C/s or less.
  • cooling may be performed at a variable cooling rate as long as the average cooling rate is 5°C/s or more.
  • the lower limit of the finish temperature of the third cooling is not particularly limited, it is preferably 200°C, for example.
  • the steel may be subjected to ordinary cooling, for example, left standing still to cool to room temperature.
  • wire drawing may be optionally carried out at room temperature, and the reduction of area in the wire drawing may be set to 30% or less, for example.
  • the reduction of area in wire drawing is preferably 30% or less.
  • the lower limit of the reduction of area is not particularly limited, it is preferably 2% or more to obtain the above-mentioned effect.
  • pearlite in the structure is transformed into austenite, and then into ferrite and cementite by the subsequent spheroidizing annealing treatment.
  • the original pearlite size is reduced, that is, when the grain growth of the metal structure is suppressed, intragranular precipitation of cementite is reduced and grain boundary cementite is likely to precipitate.
  • the following conditions as in SA1 described later, for example, are preferable: in an atmospheric furnace, when the rolled wire rod is heated from room temperature to 730°C, the average heating rate is set to 50°C/h or more at least from 500°C to 730°C, then the rolled wire rod is heated to 740°C at an average heating rate of 2 to 5°C/h and held at 740°C for 1 to 3 hours, and then cooled to 720°C at an average cooling rate of 20°C/h or more, cooled to 640°C at an average cooling rate of 8 to 12°C/h, and then left standing still to cool.
  • the average heating rate is set to 50°C/h or more at least from 500°C to 730°C to suppress grain growth of the metal structure.
  • the average heating rate in this case is more preferably 60°C/h or more.
  • the average heating rate is preferably 200°C/h or less, more preferably 150°C/h or less.
  • the average heating rate in heating from room temperature to 500°C is usually 100°C/h or more.
  • An average heating rate in this temperature range has little influence on grain growth of the metal structure.
  • the heating rate in this case is preferably high, for example, 120°C/h or more, more preferably 140°C/h or more.
  • the upper limit of the average heating rate in this case is preferably 200°C/h, more preferably 150°C/h, as in the average heating rate in heating from 500°C to 730°C.
  • the average heating rate in heating from room temperature to 500°C may be the same as or different from the average heating rate in heating at least from 500°C to 730°C.
  • the average heating rate in heating at least from 500°C to 730°C should be 50°C/h or more.
  • the average heating rate in heating from 730°C, which is immediately above point A1, to 740°C to 2 to 5°C/h it is possible to sufficiently decompose and dissolve cementite in the pearlite structure while suppressing grain growth of the metal structure as much as possible.
  • the average heating rate is higher than 5°C/h, it is difficult to secure sufficient time for decomposition and dissolution of cementite in the pearlite structure, whereas when the average heating rate is lower than 2°C/h, the heating time from 730°C to 740°C is prolonged and it becomes difficult to suppress grain growth of the metal structure.
  • the average heating rate in this case is more preferably 3°C/h or more and 4°C/h or less.
  • the rolled wire rod is preferably held for 1 to 3 hours.
  • the holding time in this case is more preferably 1.5 hours or more and 2.5 hours or less.
  • Grain growth of the metal structure can be suppressed by holding the rolled wire rod as described above and then setting the average cooling rate to 720°C preferably to 20°C/h or more.
  • the average cooling rate in this case is more preferably 30°C/h or more.
  • the average cooling rate is preferably set to 100°C/h or less.
  • the average cooling rate in cooling from 720°C to 640°C to 8 to 12°C/h, it is possible to preferentially precipitate cementite in the ferrite grain boundaries and suppress precipitation of cementite having a large aspect ratio, such as cementite in a pearlite structure.
  • the average cooling rate in this case is more preferably 9°C/h or more and 11°C/h or less.
  • Spheroidizing annealing as described above may be repeated a plurality of times. Repetition of such a process reduces the aspect ratio of individual cementite particles and increases the grain boundary cementite percentage. For example, as shown in Test Nos. 7, 12, 14, 19, and 27 in the examples described later, even in the case of steel types C, E, F, H and K for which the production conditions of the rolled wire rod are not appropriately controlled, repeatedly performing the subsequent predetermined spheroidizing annealing makes the grain boundary cementite percentage fall within an appropriate range, and reduces both the deformation resistance and crack occurrence rate.
  • the number of repetitions of the spheroidizing annealing is preferably at least 3.
  • the grain boundary cementite percentage does not change so much if the spheroidizing annealing is excessively repeated, and thus the number of repetitions is preferably not more than 10.
  • the spheroidizing annealing may be repeated under the same conditions, or may be repeated under different conditions within the range of the preferable conditions described above.
  • Steel types C, E, F, H, K, O, P and Q are examples in which rolled wire rods were not produced under appropriate production conditions in the present invention. Among them, steel types C, E, F and K were finished at a high finish rolling temperature. Steel type H is an example in which the rolled wire rod was produced by cooling the steel under conditions in which the cooling rate in cooling 3 corresponding to the third cooling was low, that is, the cooling rate in the second cooling was maintained.
  • steel type O after the second cooling to 550°C, the steel was heated to 580°C and subjected to a holding step of holding the steel at 580°C for 120 seconds, left standing still to cool to room temperature, and subjected to a wire drawing step with a reduction of area of 40%.
  • the cooling was performed at a monotonous cooling rate of only cooling 1.
  • steel type Q after cooling 1 was performed, the steel was subjected to a holding step of holding the steel at 550°C for 60 seconds, left standing still to cool to room temperature, and subjected to rough wire drawing with a reduction of area of 15%.
  • each rolled wire rod except steel types O, P and Q was subjected to any of the following (a) to (c) in an atmospheric furnace: (a) spheroidizing annealing in which in heating from room temperature to 730°C, the steel was heated from room temperature to 500°C at an average heating rate of 110°C/h, and from 500°C to 730°C at an average heating rate of 80°C/h, then the steel was heated to 740°C at an average heating temperature of 3°C/h, held at 740°C for 3 hours, then cooled to 720°C at an average cooling rate of 30°C/h, cooled to 640°C at an average cooling rate of 10°C/h, and then left standing still to cool (this annealing condition will be abbreviated as "SA1" hereinafter), (b) spheroidizing annealing in which SA1 is repeated five times (this annealing condition will be abbreviated as "SA2" hereinafter) and (c) s
  • the bcc-Fe crystal grain size of the metal structure As for the steel wires after the spheroidizing annealing, (1) the bcc-Fe crystal grain size of the metal structure, (2) the grain boundary cementite percentage, (3) the deformation resistance during cold working and (4) the crack occurrence rate during cold working were measured by the following methods.
  • the steel wire was subjected to resin filling so that the cross section could be observed, and the cut surface was mirror polished with emery paper and diamond buff. The measurement was performed at a position of D/4 from the surface of the steel wire, wherein D is the radius D of the steel wire.
  • the bcc-Fe crystal grain size was measured using an EBSP analyzer and a FE-SEM (Field-Emission Scanning Electron Microscope).
  • OIM software available from TSL Solutions K.K. was used.
  • a "crystal grain" was defined with respect to the boundary having a crystal orientation difference (also referred to as "bevel angle") larger than 15°, that is, a high-angle grain boundary as the crystal grain boundary, and an average value of diameters in converting the area of the bcc-Fe crystal grains into a circle, that is, the average equivalent circle diameter was calculated.
  • the measurement field was set to 200 ⁇ m ⁇ 400 ⁇ m
  • the measurement step interval was set to 1.0 ⁇ m
  • any measurement point with a confidence index that shows the reliability of the measurement orientation, of 0.1 or less was eliminated from the analysis target.
  • grain boundary cementite percentage In the measurement of the grain boundary cementite percentage, ferrite grain boundaries and cementite were made to appear by picral etching over 5 minutes or more, the structure was observed with an optical microscope, and three fields of view were photographed at a magnification of 1000 times. Ten horizontal lines were drawn on the photographs at equal intervals and the number of grain boundary cementite particles and the number of intragranular cementite particles present on the lines were counted. The grain boundary cementite percentage was calculated by dividing the number of grain boundary cementite particles present in three fields of view by the total number of cementite particles present in the same fields of view. The minimum equivalent circle diameter of the cementite particles measured was set to 0.3 ⁇ m.
  • cementite particles that were in contact with the ferrite grain boundary and had an aspect ratio of 3.0 or less were defined as grain boundary cementite. Therefore, even if the cementite particles were in contact with the ferrite grain boundary, particles having an aspect ratio exceeding 3.0 were defined as intragranular cementite.
  • a sample for cold forging test of ⁇ 10.0 mm ⁇ 15.0 mm was prepared from a steel wire and subjected to a cold forging test at a processing rate of 60% five times using a forging press at a strain rate of 5/sec to 10/sec at room temperature.
  • the deformation resistance at 40% processing was measured five times from the data of processing rate-deformation resistance obtained from the cold forging test at the processing rate of 60%, and the average value of the five measurements was obtained.
  • the acceptance criterion of the deformation resistance in steel types A to E and P having a C content in the range of 0.3 to less than 0.4% is 650 MPa or less.
  • the acceptance criterion of the deformation resistance in steel types F to J, O and Q having a C content in the range of 0.4 to less than 0.5% is 680 MPa or less.
  • the acceptance criterion of the deformation resistance in steel types K to N having a C content in the range of 0.5 to 0.6% is 730 MPa or less.
  • a sample for cold forging test of ⁇ 10.0 mm ⁇ 15.0 mm was prepared from a steel wire and subjected to a cold forging test at a processing rate of 60% five times using a forging press at a strain rate of 5/sec to 10/sec at room temperature.
  • the surface observation was carried out five times each with a stereomicroscope, the presence or absence of surface cracks was confirmed at a magnification of 20 times, and the average was obtained by dividing "the number of samples having surface cracks" by 5.
  • the acceptance criterion of the crack occurrence rate is 20% or less in all steel types.
  • Test Nos. 1, 2, 7 to 9, 12, 14 to 16, 19 to 21, 23, 24, 27 to 29, 31, 32, 34 and 35 are examples that satisfy all the requirements defined in the present invention, and both of reduction in deformation resistance and improvement in crack resistance are achieved in these examples.
  • Test Nos. 7, 12, 14, 19 and 27 are examples in which steel type C, E, F, H or K which is not produced under preferable rolled wire rod conditions was used. Nevertheless, after the annealing of SA2 in which SA1 annealing is repeated, the grain boundary cementite sufficiently precipitated, and both the deformation resistance and crack occurrence rate reached the acceptance criteria. Among them, in Test No. 12, although the bcc-Fe crystal grain size was slightly larger than the preferable range, both the deformation resistance and crack occurrence rate reached the acceptance criteria.
  • Test Nos. 1 and 2 (steel type A), Test Nos. 6 and 7 (steel type C), Test Nos. 8 and 9 (steel type D), Test Nos. 11 and 12 (steel type E), Test Nos. 13 and 14 (steel type F), Test Nos. 15 and 16 (steel type G), Test Nos. 18 and 19 (steel type H), Test Nos. 20 and 21 (steel type I), Test Nos. 23 and 24 (steel type J), Test Nos. 26 and 27 (steel type K), Test Nos. 28 and 29 (steel type L), Test Nos. 31 and 32 (steel type M) and Test Nos.
  • Test Nos. 3 to 6, 10, 11, 13, 17, 18, 22, 25, 26, 30, 33 and 36 to 42 are comparative examples not satisfying any of the requirements defined in the present invention. It is understood that either or both the deformation resistance and crack occurrence rate did not reach the acceptance criteria in these comparative examples.
  • Test Nos. 3, 10, 17, 22, 25, 30, 33 and 36 are examples in which the spheroidizing annealing was performed under SA3 which is an inappropriate condition, the grain boundary cementite percentage was insufficient, and either or both the deformation resistance and crack occurrence rate did not reach the acceptance criteria.
  • Test Nos. 4 and 5 are examples in which steel type B having an excess Mn content was used, and the deformation resistance during cold working remained high.
  • Test Nos. 6, 11, 13, 18 and 26 are examples in which steel type C, E, F, H or K which was not produced under preferable conditions for producing the rolled wire rod was used. No grain boundary cementite precipitated by the subsequent spheroidizing annealing under SA1, and neither the deformation resistance nor the crack occurrence rate reached the acceptance criterion. However, when these steel types were subjected to SA2 spheroidizing annealing in which SA1 is repeated five times, grain boundary cementite appropriately precipitated, and both the deformation resistance and crack occurrence rate reached the acceptance criteria (Test Nos. 7, 12, 14, 19 and 27).
  • Test Nos. 37 and 38 are examples in which the spheroidizing annealing was carried out under SA4 or SA5 which is an inappropriate condition using steel type O which was not produced under preferable conditions for producing the rolled wire rod.
  • SA4 or SA5 which is an inappropriate condition using steel type O which was not produced under preferable conditions for producing the rolled wire rod.
  • Test Nos. 39 and 40 are examples in which the spheroidizing annealing was carried out under SA6 or SA7 which is an inappropriate condition using steel type P which was not produced under preferable conditions for producing the rolled wire rod.
  • SA6 or SA7 which is an inappropriate condition using steel type P which was not produced under preferable conditions for producing the rolled wire rod.
  • Test Nos. 41 and 42 are examples in which the spheroidizing annealing was carried out under SA8 or SA9 which is an inappropriate condition using steel type Q which was not produced under preferable conditions for producing the rolled wire rod.
  • SA8 or SA9 which is an inappropriate condition using steel type Q which was not produced under preferable conditions for producing the rolled wire rod.
  • lamellar cementite fragmented during rolling was produced in a large amount, the grain boundary cementite percentage after the spheroidizing annealing was small, the deformation resistance remained high, and the crack occurrence rate exceeded the acceptance criterion.
  • the steel wire for mechanical structural parts of the present invention is suitably used as a material for various mechanical structural parts such as automobile parts and construction machinery parts produced by cold working such as cold forging, cold heading and cold rolling.
  • mechanical structural parts include mechanical parts and electrical parts, more specifically, bolts, screws, nuts, sockets, ball joints, inner tubes, torsion bars, clutch cases, cages, housings, hubs, covers, cases, washers, tappets, saddles, valves, inner cases, clutches, sleeves, outer races, sprockets, cores, stators, anvils, spiders, rocker arms, bodies, flanges, drums, joints, connectors, pulleys, clasps, yokes, mouthpieces, valve lifters, spark plugs, pinion gears, steering shafts and common rails.
  • the steel wire of the present invention is industrially useful as a steel wire for high-strength mechanical structural parts that are suitably used as a material for the above-mentioned mechanical structural parts.
  • the steel wire can exhibit excellent cold workability since it has low deformation resistance at room temperature and is suppressed in cracks of the material in the production of the mechanical structural parts.

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