JP2012224915A - High strength hot rolled steel sheet excellent in moldability and fracture characteristic and method for producing the same - Google Patents

High strength hot rolled steel sheet excellent in moldability and fracture characteristic and method for producing the same Download PDF

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JP2012224915A
JP2012224915A JP2011093523A JP2011093523A JP2012224915A JP 2012224915 A JP2012224915 A JP 2012224915A JP 2011093523 A JP2011093523 A JP 2011093523A JP 2011093523 A JP2011093523 A JP 2011093523A JP 2012224915 A JP2012224915 A JP 2012224915A
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JP5668588B2 (en
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Yuzo Takahashi
雄三 高橋
Osamu Kono
治 河野
Junji Haji
純治 土師
Kosuke Kume
康介 久米
Kenichi Yamamoto
研一 山本
Hideaki Yamamura
英明 山村
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Nippon Steel Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a high strength hot rolled steel sheet excellent in moldability and fracture characteristics and a method for producing the same.SOLUTION: The steel sheet includes, in mass%, 0.01-0.3% of C, 0.001-2.0% of Si, 0.01-2.0% of Mn, 0.02% or less of P, 0.001-0.01% of S, 0.005-1.0% of Al; 0.02% or less of N, 0.0001-0.02% of REM, and 0.0001-0.01% of Ca, with the balance comprising Fe, The sum of the lengths in the rolling direction per 1 mmcross section of: an inclusion group having a length in the rolling direction of 30 μm or more and comprising an aggregate of the inclusions having a long diameter of 3 μm or more arranged with a space of 50 μm or less relative to another adjacent inclusion on the straight line in the rolling direction; and the inclusion having a length in the rolling direction of 30 μm or more arranged with a space of more than 50 μm relative to another adjacent inclusion on the straight line in the rolling direction is 0.38 mm or less, and a number density of the inclusions having an equivalent circle diameter of 1.0 μm or more is 200 pieces/mmor more.

Description

本発明は、成形性及び破壊特性に優れた高強度熱延鋼板及びその製造方法に関するものである。   The present invention relates to a high-strength hot-rolled steel sheet excellent in formability and fracture characteristics and a method for producing the same.

近年自動車の燃費低減に向け自動車の軽量化が望まれている。自動車部品の中でアーム等の強度部品は、素材となる鋼板の伸び(一様伸び)、穴広げ性等の成形性を改善し複雑な断面構造を可能とすることにより軽量化が可能となる。これは、成形性の改善により、部品強度を得るために必要な断面係数を板厚でなくて断面形状により得ることができるようになるためである。   In recent years, it has been desired to reduce the weight of automobiles in order to reduce automobile fuel consumption. Among automotive parts, strength parts such as arms can be reduced in weight by improving the formability such as elongation (uniform elongation) and hole expansibility of the steel plate as a raw material and enabling a complex cross-sectional structure. . This is because, by improving the formability, the section modulus necessary for obtaining the component strength can be obtained not by the plate thickness but by the sectional shape.

穴広げ性の改善に当たっては、その評価指標である穴広げ率はばらつきが比較的大きいことから、穴広げ性を改善する上では、その穴広げ率の平均値(λave)のみならず、ばらつきを表す指標となる穴広げ率の標準偏差σλを低減させることが重要である。   In improving the hole expandability, the hole expansion rate, which is the evaluation index, has a relatively large variation. Therefore, in improving the hole expandability, not only the average value (λave) of the hole expandability but also the variation. It is important to reduce the standard deviation σλ of the hole expansion rate that is an index to be expressed.

自動車の足回り部材等として用いられる鋼板では、そのような特性値について、強度レベルで440MPa以上、穴広げ率の平均値λaveで100%以上、穴広げ率の標準偏差σで15%以下の鋼板の提案が望まれていた。一様伸び(U.El)は17%、望ましくは19%以上が求められる。   For steel plates used as undercarriage members of automobiles, etc., with respect to such characteristic values, steel plates having a strength level of 440 MPa or more, an average value λave of the hole expansion rate of 100% or more, and a standard deviation σ of the hole expansion rate of 15% or less. The proposal of was desired. The uniform elongation (U.El) is required to be 17%, preferably 19% or more.

また、自動車が縁石に乗り上げる等して強い衝撃荷重が足回り部品に負荷された場合に、その足回り部品の打ち抜き面を起点として延性破壊が生じる恐れがある。特に高強度の鋼板ほど切り欠き感受性が高いため、その打ち抜き端面からの破壊がより強く懸念されるので、その破壊を防ぐことが重要である。このため、このような足回り部品等の構造用部材として用いられる鋼板について、その破壊特性を向上させる必要がある。この破壊特性を表す指標としては、後述のような、切り欠き付き三点点曲げ試験によって得られる特性値である亀裂発生抵抗値Ji(J/m)が挙げられる。亀裂発生抵抗値Jiは、衝撃荷重が加わった際の構造用部材を構成する鋼板からの亀裂の発生(破壊の開始)に対する抵抗を表す。衝撃荷重が加わった際に構造用部材の安全性を損なわないためにはその改善が重要である(Ji≧870000J/m)。従来、そもそもこのような特性値、特に切り欠き付き三点曲げ試験によって得られる特性値である亀裂発生抵抗値Jiに着目してこれら特性値の改善を図ったという趣旨の技術が提案されていなかった。 In addition, when a strong impact load is applied to the undercarriage component such as when the automobile rides on the curbstone, ductile fracture may occur starting from the punched surface of the undercarriage component. In particular, the higher the strength of the steel plate, the higher the notch sensitivity, so there is a greater concern about the breakage from the punched end face, so it is important to prevent the breakage. For this reason, about the steel plate used as structural members, such as a suspension part, it is necessary to improve the fracture characteristic. As an index representing the fracture characteristics, there is a crack initiation resistance value Ji (J / m 2 ) which is a characteristic value obtained by a notched three-point bending test as described later. The crack initiation resistance value Ji represents the resistance against the occurrence of cracks (start of fracture) from the steel sheet constituting the structural member when an impact load is applied. Improvement is important in order not to impair the safety of the structural member when an impact load is applied (Ji ≧ 870000 J / m 2 ). Conventionally, there has not been proposed a technique that aims to improve such characteristic values by focusing on such characteristic values, in particular, crack initiation resistance value Ji, which is a characteristic value obtained by a three-point bending test with notches. It was.

また、足回り部品には、路面からの衝撃や加減速時の自動車部品への負荷による繰り返し応力による疲労破壊を防ぐ観点から、自動車用鋼板には上記の他に高い疲労強度も求められており、疲労限度比(疲労強度/引張強度)で0.5以上が求められる。   In addition, from the viewpoint of preventing fatigue failure due to repeated stress caused by impacts on the road surface and loads on automobile parts during acceleration / deceleration, automotive steel sheets are also required to have high fatigue strength in addition to the above. The fatigue limit ratio (fatigue strength / tensile strength) is required to be 0.5 or more.

穴広げ性に優れた高強度鋼板の製造に向け、特許文献1に示されるような技術が知られている。これは、引張強度が440MPa以上の鋼を対象として、フェライトマトリックスを微細とした上で、パーライトまたはセメンタイトを微細に分散させることにより良好な穴広げ性を得る技術であるが、本技術は、主に組織制御により高い穴広げ性を得るものであり、そのために成分や製造条件に制約が加わるため、製造コストの増加を招くので、実用上好ましくない。また、破壊特性、疲労特性、一様伸びには言及されていない。   For the production of a high-strength steel sheet excellent in hole expansibility, a technique as shown in Patent Document 1 is known. This is a technology for obtaining good hole expansibility by finely dispersing pearlite or cementite with fine ferrite matrix for steel with a tensile strength of 440 MPa or more. In addition, high hole expansibility is obtained by controlling the structure, and because of this, restrictions are imposed on the components and production conditions, which leads to an increase in production cost. Also, no mention is made of fracture properties, fatigue properties and uniform elongation.

特開平6−299236号公報JP-A-6-299236

そこで、本発明は、上述した問題点に鑑みて案出されたものであり、その目的とするところは、一様伸び、穴広げ性に優れており、更には破壊特性、疲労特性にも優れた成形性及び破壊特性に優れた高強度熱延鋼板及びその製造方法を提供することにある。
特に、薄鋼板の一様伸びと穴広げ性は相反する関係にあることが従来より知られており、それらを共に改善する技術を提供することが重要な課題である。
Therefore, the present invention has been devised in view of the above-mentioned problems, and the object of the present invention is excellent in uniform elongation and hole expansion properties, and also in excellent fracture characteristics and fatigue characteristics. Another object of the present invention is to provide a high-strength hot-rolled steel sheet excellent in formability and fracture characteristics and a method for producing the same.
In particular, it has been conventionally known that the uniform elongation and hole expansibility of thin steel sheets are in a contradictory relationship, and it is an important issue to provide a technique for improving them together.

本発明者は、上述した課題を解決するために、鋭意検討の末、下記の成形性及び破壊特性に極めて優れた熱延鋼板及びその製造方法を発明した。   In order to solve the above-mentioned problems, the present inventor has invented a hot-rolled steel sheet having excellent formability and fracture characteristics described below and a method for producing the same after intensive studies.

本発明の要旨は、次の通りである。   The gist of the present invention is as follows.

(1)発明1は、質量%で、
C :0.01〜0.3%、
Si :0.001〜2.0%、
Mn :0.01〜2.0%、
P :0.02%以下、
S :0.001〜0.01%、
Al :0.005〜1.0%、
N :0.02%以下、
REM:0.0001〜0.02%、
Ca :0.0001〜0.01%
を含有し、残部がFe及び不可避的不純物からなる鋼板であって、
下記の式(1)、(2)、(3)を満足し、
ミクロ組織がフェライト組織のみ、またはフェライト組織、及びベイナイト組織とパーライト組織の一方もしくは双方との混合組織からなるとともに、圧延方向の直線上に隣り合う他の介在物に対して50μm以下の間隔を空けて並んだ長径が3μm以上である介在物の集まりからなる圧延方向長さが30μm以上の介在物群と、圧延方向の直線上に隣り合う他の介在物に対して50μm超の間隔を空け、圧延方向長さが30μm以上である介在物との断面1mm当たりの圧延方向長さの総和が0.38mm以下であり、円相当径が1.0μm以上の介在物の個数密度が200個/mm以上2000個/mm以下であることを特徴とする成形性及び破壊特性に優れた熱延鋼板である。
{[S]/32−([Ca]/40+[REM]/140)}×32≦0.003・・・式(1)
{([Ca]/40+[REM]/140)}×32≧0.001・・・式(2)
[S]≧0.001・・・式(3)
[S]、[Ca]、[REM]:各成分の質量%での含有量
(1) Invention 1 is mass%,
C: 0.01 to 0.3%
Si: 0.001 to 2.0%,
Mn: 0.01 to 2.0%,
P: 0.02% or less,
S: 0.001 to 0.01%,
Al: 0.005 to 1.0%,
N: 0.02% or less,
REM: 0.0001 to 0.02%,
Ca: 0.0001 to 0.01%
And the balance is a steel plate made of Fe and inevitable impurities,
The following formulas (1), (2), (3) are satisfied,
The microstructure is composed of only the ferrite structure, or the ferrite structure, and a mixed structure of one or both of the bainite structure and the pearlite structure, and is spaced 50 μm or less from other adjacent inclusions on the straight line in the rolling direction. The inclusion group of inclusions having a major axis of 3 μm or more arranged in a rolling direction and an inclusion group having a rolling direction length of 30 μm or more and another inclusion adjacent on a straight line in the rolling direction with a spacing of more than 50 μm, The sum of the lengths in the rolling direction per 1 mm 2 cross section with the inclusions having a rolling direction length of 30 μm or more is 0.38 mm or less, and the number density of inclusions having an equivalent circle diameter of 1.0 μm or more is 200 / an excellent hot-rolled steel sheet in formability and fracture properties characterized by mm 2 or more and 2000 / mm 2 or less.
{[S] / 32-([Ca] / 40 + [REM] / 140)} × 32 ≦ 0.003 Formula (1)
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.001 Formula (2)
[S] ≧ 0.001 Formula (3)
[S], [Ca], [REM]: Content in mass% of each component

(2)発明2は、下記式(2)´、(3)´を満足し、円相当径が1.0μm以上の介在物の個数密度が400個/mm以上2000個/mm以下であることを特徴とする発明1に記載の熱延鋼板である。
{([Ca]/40+[REM]/140)}×32≧0.004・・・式(2)´
[S]≧0.004・・・式(3)´
[S]、[Ca]、[REM]:各成分の質量%での含有量
(2) Invention 2 satisfies the following formulas (2) ′ and (3) ′, and the number density of inclusions having an equivalent circle diameter of 1.0 μm or more is 400 / mm 2 or more and 2000 / mm 2 or less. The hot-rolled steel sheet according to the first aspect of the invention.
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.004 Expression (2) ′
[S] ≧ 0.004 Formula (3) ′
[S], [Ca], [REM]: Content in mass% of each component

(3)発明3は、更に、質量%で、
B :0.0005〜0.003%、
Cu:0.001〜1.0%、
Cr:0.001〜1.0%、
Mo:0.001〜1.0%、
Ni:0.001〜1.0%、
V :0.01〜0.2%、
Ti:0.001〜0.02%、
Nb:0.001〜0.05%、
の何れか一種又は二種以上を含有することを特徴とする上記発明1〜2に記載の成形性及び破壊特性に優れた高強度熱延鋼板である。
(3) Invention 3 is further mass%,
B: 0.0005-0.003%,
Cu: 0.001 to 1.0%,
Cr: 0.001 to 1.0%,
Mo: 0.001 to 1.0%,
Ni: 0.001 to 1.0%,
V: 0.01-0.2%
Ti: 0.001 to 0.02%,
Nb: 0.001 to 0.05%,
The high strength hot-rolled steel sheet having excellent formability and fracture characteristics according to the first and second aspects of the invention, characterized by containing any one or more of the above.

(4)発明4は、発明1〜3の何れか1項に記載の成分を含有する鋼片を鋳造しスラブとした後、1350℃〜1250℃の間を平均冷却速度3℃/秒以上の冷却速度で1250℃以下まで冷却し、続いて、続く熱間圧延工程にて、粗圧延での1150℃以上の圧下率を70%以下とし、仕上圧延をその終了温度をAr3以上Ar3+200℃以下として行い、続いて冷却速度を10℃/sec以上として冷却を行い、続いて400℃以上700℃以下の温度域において巻き取ることを特徴とする成形性及び破壊特性に優れた高強度熱延鋼板の製造方法である。   (4) Invention 4 has an average cooling rate of 3 ° C./second or more between 1350 ° C. and 1250 ° C. after casting a steel slab containing the component according to any one of Inventions 1 to 3 into a slab. Cooling to 1250 ° C or lower at a cooling rate, and subsequently, in the subsequent hot rolling step, the rolling reduction of 1150 ° C or higher in rough rolling is set to 70% or lower, and finish rolling is finished at an end temperature of Ar3 or higher and Ar3 + 200 ° C or lower. A high-strength hot-rolled steel sheet excellent in formability and fracture characteristics, characterized in that it is subsequently cooled at a cooling rate of 10 ° C./sec or higher and subsequently wound in a temperature range of 400 ° C. or higher and 700 ° C. or lower. It is a manufacturing method.

第1発明〜第4発明によれば、穴広げ性、一様伸びに優れており、更には破壊特性、疲労特性にも優れた鋼板を得ることが可能となる。   According to the 1st invention-the 4th invention, it becomes possible to obtain the steel plate which is excellent in hole expansibility and uniform elongation, and also excellent in a fracture characteristic and a fatigue characteristic.

(a)はノッチ付三点曲げ試験について説明するための図であり、(b)は(a)のノッチ付試験片のノッチを通る断面の側面断面図であり、(c)はノッチ付三点曲げ試験をした後に更に強制破壊をして得られたノッチ付試験片の側面の状態を示す側面図である。(A) is a figure for demonstrating a three-point bending test with a notch, (b) is side sectional drawing of the cross section which passes along the notch of the test piece with a notch of (a), (c) is three with a notch. It is a side view which shows the state of the side surface of the test piece with a notch obtained by carrying out a forced fracture after performing a point bending test. (a)はノッチ付三点曲げ試験により得られる荷重変位曲線であり、(b)はストロークを様々に変化させた条件下でノッチ付三点曲げ試験を行なうことによって求められる亀裂伝搬量Δa毎の「J」の関係を示すグラフである。(A) is a load displacement curve obtained by a notched three-point bending test, and (b) is a crack propagation amount Δa obtained by performing a notched three-point bending test under variously changed strokes. It is a graph which shows the relationship of "J". 疲労試験片を示す図である。It is a figure which shows a fatigue test piece. 介在物の圧延方向長さの総和Mについて説明するための模式図である。It is a schematic diagram for demonstrating the sum total M of the rolling direction length of an inclusion. 介在物の圧延方向長さの総和Mと穴広げ率の平均値λaveとの関係を示す図である。It is a figure which shows the relationship between the sum total M of the rolling direction length of an inclusion, and average value (lambda) ave of a hole expansion rate. 介在物の圧延方向長さの総和Mと穴広げ率の標準偏差σλとの関係を示す図である。It is a figure which shows the relationship between the sum total M of the rolling direction length of an inclusion, and standard deviation (sigma) (lambda) of a hole expansion rate. 式1の値と介在物の圧延方向長さの総和Mの関係を示す図である。It is a figure which shows the relationship between the value of Formula 1, and the sum total M of the rolling direction length of an inclusion. 鋳造後の鋳片(スラブ)の1350℃〜1250℃の間の平均冷却速度と延伸介在物長さMを示す図である。It is a figure which shows the average cooling rate between 1350 degreeC-1250 degreeC, and the extending | stretching inclusion length M of the slab after casting. 介在物の圧延方向長さの総和Mと亀裂発生抵抗値Jiの関係を示す図である。It is a figure which shows the relationship between the sum total M of the rolling direction length of an inclusion, and the crack generation resistance value Ji. 介在物の圧延方向長さの総和Mと疲労限度比の関係を示す図である。It is a figure which shows the relationship between the sum total M of the rolling direction length of an inclusion, and a fatigue limit ratio. 円相当径1μm以上の介在物個数密度と一様伸びの関係を示す図である。It is a figure which shows the relationship between the number density of inclusions with an equivalent circle diameter of 1 μm or more and uniform elongation. 式2の値と円相当径1μm以上の介在物個数密度の関係を示す図である。It is a figure which shows the relationship between the value of Formula 2, and the number density of inclusions with a circle equivalent diameter of 1 μm or more.

以下、本発明の実施の形態について説明する。
まず、本発明を実施するための形態として、穴広げ性、一様伸び等の成形性、及び破壊特性に優れた高強度熱延鋼板及びその製造方法について説明する。
Embodiments of the present invention will be described below.
First, as a form for carrying out the present invention, a high-strength hot-rolled steel sheet excellent in formability such as hole expandability, uniform elongation, and fracture characteristics and a method for producing the same will be described.

最初に、本発明を完成するに至った基礎的研究結果について説明する。   First, the basic research results that led to the completion of the present invention will be described.

本発明者は、ミクロ組織がフェライト組織、またはフェライト組織、及びベイナイト組織とパーライト組織の一方もしくは双方との混合組織からなる鋼板の一様伸び、穴広げ性、破壊特性に対する支配要因について調査するため、以下のような検討を行なった。   The present inventor investigates the controlling factors for the uniform elongation, hole expansibility, and fracture characteristics of a steel sheet whose microstructure is a ferrite structure, a ferrite structure, and a mixed structure of one or both of a bainite structure and a pearlite structure. The following examination was conducted.

本発明者は、後述の表1に示すような鋼成分A〜Mからなる供試鋼について、後述の表2に示すような条件下で熱間圧延、冷却、巻き取り等を行ない板厚2.9mmの熱延鋼板を製造した。   The inventor performs hot rolling, cooling, winding, etc. under the conditions shown in Table 2 below for the test steels composed of steel components A to M as shown in Table 1 to be described later. A 9 mm hot rolled steel sheet was produced.

得られた熱延鋼板について、その引張強度、一様伸び、穴広げ率の平均値λaveやその標準偏差σλ等の穴広げ性、破壊特性、疲労特性とともに、そのミクロ組織、介在物を調査した。   The resulting hot-rolled steel sheet was examined for its microstructure, inclusions, as well as its hole strength, fracture properties, fatigue properties, such as its tensile strength, uniform elongation, average value λave of hole expansion rate and its standard deviation σλ, and so on. .

引張強度、一様伸びについては、供試鋼の1/2板幅部より試験片の長手方向が板幅方向と平行となるようにJIS Z 2201記載の5号試験片を製作し、得られた試験片からJIS Z 2241記載の方法に準拠して引張試験を行なって測定した。   Tensile strength and uniform elongation were obtained by manufacturing No. 5 test piece described in JIS Z 2201 so that the longitudinal direction of the test piece was parallel to the plate width direction from the 1/2 plate width part of the test steel. In accordance with the method described in JIS Z 2241, a tensile test was performed from the test piece.

穴広げ性については、供試鋼の1/2板幅部より圧延方向長さが150mm、板幅方向長さが150mmである試験片を製作し、日本鉄鋼連盟規格JFS T 1001−1996記載の方法に準拠して穴広げ試験を行ない評価した。その評価にあたっては、一つの供試鋼から20枚の試験片を製作し、製作した各試験片に穴広げ試験を行なって得られた測定値を算術平均して得られた穴広げ率の平均値λaveと、その標準偏差σを評価対象とすることにした。なお、ここでいう穴広げ率の平均値λaveは、一の供試鋼につき20本の試験片について穴広げ試験を行なって得られた測定値を平均して求め、標準偏差σは、下記の数式(4)に基づき求めた。下記の数式(4)におけるλiは、20本の試験片それぞれの穴広げ率である。   As for the hole expanding property, a test piece having a length in the rolling direction of 150 mm and a length in the width direction of 150 mm was produced from the 1/2 sheet width part of the test steel, and described in Japan Iron and Steel Federation Standard JFS T 1001-1996. According to the method, a hole expansion test was conducted and evaluated. In the evaluation, 20 test pieces were manufactured from one test steel, and the average of the hole expansion ratio obtained by arithmetically averaging the measured values obtained by performing the hole expansion test on each manufactured test piece. The value λave and its standard deviation σ are to be evaluated. In addition, the average value λave of the hole expansion rate referred to here is obtained by averaging the measured values obtained by performing the hole expansion test on 20 test pieces per one test steel, and the standard deviation σ is as follows: It calculated | required based on Numerical formula (4). In the following mathematical formula (4), λi is the hole expansion rate of each of the 20 test pieces.

ここで行なう穴広げ試験としての打ち抜き穴広げ試験では、直径10mmの打ち抜きパンチを用い、打ち抜きパンチとダイ穴との隙間を試験片の板厚で除して得られる打ち抜きクリアランスを12.5%として、初期穴径(D0)10mmの打ち抜き穴を試験片に設け、次にその打ち抜き穴に頂角60°の円錐パンチを、打ち抜きパンチと同じ方向から押し込み、打ち抜き端面に発生した亀裂が板厚方向に貫通した時点での穴内径Dfを測定し、下記の式(5)から穴拡げ率λ(%)を求めることとした。ここで亀裂の板厚貫通は目視で行った。
λ(%)={(Df−D0)/D0}×100 ・・・式(5)
In the punching hole expansion test performed here, a punching punch having a diameter of 10 mm is used, and the punching clearance obtained by dividing the gap between the punching punch and the die hole by the plate thickness of the test piece is 12.5%. A punch hole having an initial hole diameter (D0) of 10 mm is provided in the test piece, and then a conical punch having a vertex angle of 60 ° is pushed into the punch hole from the same direction as the punch, and cracks generated on the punch end face are in the thickness direction. The hole inner diameter Df at the time of penetration was measured, and the hole expansion rate λ (%) was determined from the following equation (5). Here, the plate thickness of the crack was visually observed.
λ (%) = {(Df−D0) / D0} × 100 (5)

破壊特性については、以下のノッチ付三点曲げ試験によって得られる亀裂発生抵抗値Ji(J/m)によって評価することとした。 The fracture characteristics were evaluated based on the crack initiation resistance value Ji (J / m 2 ) obtained by the following notched three-point bending test.

ノッチ付三点曲げ試験では、長手方向が板幅方向と平行となるように図1(a)、図1(b)に示すようなノッチ付試験片1を一つの供試鋼から五本以上製作した。試験片は、図1(b)に示すように、板厚Bが2.6mm、ノッチ深さaが2.6mm、リガメントbが2.6mmの試験片を用いた。得られたノッチ付試験片に対しては、図1(a)に示すように、その長手方向の両端部を支持点2、その中央部を荷重点3として、荷重点の変位量(ストローク)の強制変位4を様々に変化させた条件下でノッチ付三点曲げ試験を行なった。所定ストロークの条件下でノッチ付三点曲げ試験を行なったノッチ付試験片は、大気中で250℃、30分保持した後、空冷にかける熱処理を行なうことによって、ノッチ付三点曲げ試験により生じた破面に酸化着色を行なった。この後、ノッチ付試験片を液体窒素温度まで液体窒素により冷却した後、その温度でノッチ付試験片のノッチからノッチ深さ方向に亀裂が伸展するようにノッチ付試験片を強制破壊した。強制破壊後は、図1(c)に示すように、ノッチ付三点曲げ試験により生じた破面が酸化着色により強制破壊により生じた破面および曲げ試験により生じた破面とが明確となるので、下記の数式(6)に基づき、亀裂伝搬量Δa(m)を求めた。
Δa=(D1+D2+D3)/3 ・・・式(6)
ここで、D1:板厚1/4位置での曲げ試験によって生じた破面長さ、D2:板厚1/2位置での曲げ試験によって生じた破面長さ、D3:板厚3/4位置での曲げ試験によって生じた破面長さを意味する。
In the three-point bending test with notches, five or more notched test pieces 1 as shown in FIG. 1 (a) and FIG. 1 (b) are formed from one test steel so that the longitudinal direction is parallel to the plate width direction. Produced. As shown in FIG. 1B, a test piece having a plate thickness B of 2.6 mm, a notch depth a of 2.6 mm, and a ligament b of 2.6 mm was used. For the obtained notched specimen, as shown in FIG. 1 (a), both ends in the longitudinal direction are the support points 2 and the center is the load point 3, and the displacement (stroke) of the load point. A three-point bending test with a notch was performed under the condition that the forced displacement 4 was varied. A notched specimen that has been subjected to a notched three-point bending test under conditions of a predetermined stroke is generated by a notched three-point bending test by performing a heat treatment that is held in air at 250 ° C. for 30 minutes and then air-cooled. The fracture surface was oxidized and colored. Thereafter, the notched test piece was cooled to liquid nitrogen temperature with liquid nitrogen, and then the notched test piece was forcibly broken so that a crack extended from the notch to the notch depth direction at that temperature. After the forced fracture, as shown in FIG. 1 (c), the fracture surface caused by the notched three-point bending test becomes clear from the fracture surface caused by the forced fracture due to oxidation coloring and the fracture surface caused by the bending test. Therefore, the crack propagation amount Δa (m) was obtained based on the following formula (6).
Δa = (D1 + D2 + D3) / 3 Formula (6)
Here, D1: Fracture surface length generated by a bending test at a position where the plate thickness is ¼, D2: Fracture surface length generated by a bending test at a position where the plate thickness is 1/2, D3: Plate thickness 3/4 It means the fracture surface length generated by the bending test at the position.

図2(a)は、所定ストロークの条件下で行なったノッチ付三点曲げ試験により得られる荷重変位曲線である。この荷重変位曲線からは、試験により試験片に対して加えたエネルギーに相当する加工エネルギーA(J)を求め、これと試験片の板厚B(m)とリガメントb(m)とから、2×加工エネルギーA/{板厚B×リガメントb}の値を求め、これを「J(J/m)」とした。なお、ここでいうリガメントbとは、ノッチ付試験片におけるノッチを含む断面のノッチ以外の部分のノッチ深さ方向の長さを意味する。また、図3(b)に示すように、ストロークを様々に変化させた条件下のノッチ付三点曲げ試験後に得られたノッチ付試験片から求めた各ノッチ付試験片の亀裂伝搬量Δa(m)毎の「J(J/m)」をプロットした。そして、図2(b)に示すようにプロットしたΔa、Jに対する一次回帰直線と原点を通る傾き=3×(YP+TS)/2の直線との交点となる縦軸値Jを求め、これを供試鋼の亀裂発生抵抗を表す値である亀裂発生抵抗値Ji(J/m)とした。亀裂発生抵抗値Jiは、亀裂を発生させるために必要な単位面積当たりの加工エネルギーに相当する値であり、衝撃荷重が加わった際の構造用部材を構成する鋼板からの亀裂の発生(破壊の開始)に対する抵抗を表す。 FIG. 2A is a load displacement curve obtained by a three-point bending test with a notch performed under conditions of a predetermined stroke. From this load displacement curve, the processing energy A (J) corresponding to the energy applied to the test piece was obtained by the test, and from this, the thickness B (m) of the test piece and the ligament b (m), 2 X The value of processing energy A / {plate thickness B x ligament b} was determined, and this was defined as "J (J / m 2 )". Here, the ligament b means the length in the notch depth direction of the portion other than the notch of the cross section including the notch in the notched test piece. Further, as shown in FIG. 3B, the crack propagation amount Δa () of each notched test piece obtained from the notched test piece obtained after the notched three-point bending test under variously changed strokes. “J (J / m 2 )” for each m) was plotted. Then, as shown in FIG. 2 (b), a vertical axis value J that is the intersection of the linear regression line with respect to Δa and J plotted as shown in FIG. 2B and the slope through the origin = 3 × (YP + TS) / 2 is obtained, and this is used. The crack initiation resistance value Ji (J / m 2 ), which is a value representing the crack initiation resistance of the test steel, was used. The crack generation resistance value Ji is a value corresponding to the processing energy per unit area necessary for generating a crack, and the occurrence of cracks (breakage of fracture) from the steel sheet constituting the structural member when an impact load is applied. Represents the resistance to (onset).

疲労特性については、図3に示すような表面熱延ままの疲労試験片5を加工し、試験片の中央部に曲げの繰り返し応力を加え、試験片が疲労破壊するまでの繰り返し数である疲労寿命を測定し、この疲労寿命によって評価することとした。このとき、試験片に加える繰り返し応力の条件は、完全両振り、即ち、応力振幅=σ0とした場合に、応力の時間変化が、最大応力=σ0、最小応力=-σ0、応力の平均値=0の正弦波となるような応力を加える条件とし、応力振幅を徐々に種々変えて試験片が疲労破壊するまでの繰り返し回数を計測し、10000000回の繰り返し数でも疲労破壊により試験片が破断しない最大の応力振幅を求め疲労強度とした。疲労強度を引張強度で除した値を求め疲労限度比とした。その他の試験条件はJIS Z 2275に準拠するものとした。   As for fatigue characteristics, fatigue test piece 5 with surface hot rolling as shown in FIG. 3 is processed, repeated bending stress is applied to the center part of the test piece, and fatigue is the number of repetitions until the test piece is subjected to fatigue failure. The life was measured and evaluated by this fatigue life. At this time, the condition of the repetitive stress applied to the test piece is complete swing, that is, when the stress amplitude = σ0, the time change of the stress is the maximum stress = σ0, the minimum stress = −σ0, the average value of the stress = The stress is applied so that a sine wave of 0 is applied. The stress amplitude is gradually changed to measure the number of repetitions until the specimen breaks down due to fatigue. The test piece does not break due to fatigue breakage even when the number of repetitions is 10,000,000. The maximum stress amplitude was determined and used as fatigue strength. A value obtained by dividing the fatigue strength by the tensile strength was determined and used as the fatigue limit ratio. Other test conditions were based on JIS Z 2275.

ミクロ組織の調査は、鋼板の1/2板幅位置から板幅方向を法線に持つ断面(以下、L断面という。)が露出するように切り出して研磨し、ナイタール試薬によりこれを腐食した後、光学顕微鏡を用いて200〜500倍の倍率で鋼板の1/4板厚位置を観察して行なった。介在物の調査は同じ断面のサンプルを鏡面研磨し、×500の倍率で観察した。
また、介在物を調査する上では、穴広げ性改善のため延性破壊を抑制する観点から介在物の圧延方向長さの総和M(mm/mm)の測定を行い、また、一様伸び改善のため微細な介在物と一様伸びの関係を調査するために、円相当径1μm以上の介在物についても評価、定量化した。
The microstructure was examined by cutting out and polishing the steel plate so that a cross section having the normal direction in the width direction of the steel plate (hereinafter referred to as the L cross section) was exposed from the 1/2 plate width position of the steel plate, and corroded by the Nital reagent. The ¼ plate thickness position of the steel plate was observed by using an optical microscope at a magnification of 200 to 500 times. In the investigation of inclusions, a sample having the same cross section was mirror-polished and observed at a magnification of × 500.
When investigating inclusions, measure the total length M (mm / mm 2 ) of the inclusions in the rolling direction from the viewpoint of suppressing ductile fracture to improve hole expansion, and improve uniform elongation. Therefore, in order to investigate the relationship between fine inclusions and uniform elongation, inclusions with an equivalent circle diameter of 1 μm or more were also evaluated and quantified.

初めに、延伸介在物長さMを測定し、穴広げ性改善の指針について考察した結果について説明する。   First, the length M of the stretched inclusions is measured, and the result of considering the guideline for improving the hole expansibility will be described.

介在物は、鋼板の変形時にボイドを鋼中に形成して延性破壊を促進し、穴広げ性を劣化させる要因となる。介在物が穴広げ性を劣化させる影響は、その形状が圧延方向に長く延伸された形状であるほど介在物近傍の応力集中が増大し、これに応じて大きくなることになる。従来より、単一の介在物の圧延方向長さが大きいほど、穴広げ性を大きく劣化させることが知られている。   Inclusions form voids in the steel during deformation of the steel sheet, promote ductile fracture, and become a factor of deteriorating hole expandability. The influence of inclusions that deteriorates the hole expansion property is that the stress concentration near the inclusions increases as the shape of the inclusions extends longer in the rolling direction, and increases accordingly. Conventionally, it has been known that as the length in the rolling direction of a single inclusion is larger, the hole expandability is greatly deteriorated.

ここで、本発明者は、延伸した介在物や球状の介在物が、亀裂伝搬方向である圧延方向に所定の間隔の範囲内で分布して構成される介在物の集まりからなる介在物群も、単一の延伸した介在物と同じように、穴広げ性の劣化に影響していることを見出した。これは、鋼板の変形時に介在物群を構成する各介在物の近傍に導入される歪みの相乗効果により、介在物群の近傍に大きな応力集中を生じさせるためと考えられる。定量的には、圧延方向の直線上に隣り合う他の介在物に対して50μm以下の間隔を空けて並んでいる介在物の集まりからなる介在物群が、その介在物群の圧延方向長さと同程度の長さに延伸した単一の介在物と同程度、穴広げ性に対して影響を及ぼすことを見出した。   Here, the inventor also includes an inclusion group composed of a collection of inclusions in which stretched inclusions and spherical inclusions are distributed within a predetermined interval in the rolling direction, which is a crack propagation direction. It was found that, as with a single stretched inclusion, it affects the hole expandability deterioration. This is presumably because a large stress concentration is generated in the vicinity of the inclusion group due to a synergistic effect of strain introduced in the vicinity of each inclusion constituting the inclusion group when the steel plate is deformed. Quantitatively, an inclusion group consisting of a collection of inclusions arranged at an interval of 50 μm or less with respect to other inclusions adjacent on a straight line in the rolling direction is the length in the rolling direction of the inclusion group. It has been found that it affects the hole expandability to the same extent as a single inclusion stretched to the same length.

そこで、穴広げ性を評価するうえでは、以下に説明するような形状、位置の介在物を測定対象とすることとした。   Therefore, in evaluating the hole expansibility, inclusions having shapes and positions as described below are to be measured.

まず、図4(a)に示すように、圧延方向の直線上に隣り合う他の介在物に対して50μm以下の間隔を空けて並んでいる介在物の集まりを1個の介在物群とみなしてその圧延方向長さL1を測定し、そのうち圧延方向長さが30μm以上のもののみを評価対象とすることとした。また、図4(b)に示すように、圧延方向の直線上に隣り合う他の介在物に対して50μm超の間隔が空いている介在物であってもその圧延方向長さL2を測定し、そのうち圧延方向長さが30μm以上のもののみを評価対象とすることとした。ここで、測定対象として、圧延方向長さが30μm以上のものに限定したのは、圧延方向長さがこれ未満の介在物群等は穴広げ性の劣化に対する影響が小さいと考えられるためである。なお、ここでいう圧延方向の直線とは、圧延方向に延長した仮想的な直線のことを意味する。   First, as shown in FIG. 4A, a group of inclusions arranged with an interval of 50 μm or less with respect to other inclusions adjacent on a straight line in the rolling direction is regarded as one inclusion group. The length L1 in the rolling direction was measured, and only those having a length in the rolling direction of 30 μm or more were evaluated. Further, as shown in FIG. 4 (b), the length L2 in the rolling direction is measured even for an inclusion having an interval of more than 50 μm with respect to another inclusion adjacent on the straight line in the rolling direction. Of these, only those having a length in the rolling direction of 30 μm or more were evaluated. Here, the reason why the length in the rolling direction is limited to 30 μm or more as a measurement target is because inclusions having a length in the rolling direction less than this are considered to have little influence on the deterioration of the hole expanding property. . In addition, the straight line of the rolling direction here means the virtual straight line extended in the rolling direction.

なお、測定対象となる介在物は、長径が3.0μm以上のもののみに限定することとした。これは、長径がこれ未満の介在物では穴広げ性の劣化に対する影響が小さいためである。また、ここでいう長径とは、観察される介在物の断面形状において最も長い直径のことを意味しており、多くの場合圧延方向の径である。   The inclusions to be measured are limited to those having a major axis of 3.0 μm or more. This is because inclusions whose major axis is less than this have little effect on the deterioration of hole expansibility. The major axis here means the longest diameter in the cross-sectional shape of the observed inclusions, and is often the diameter in the rolling direction.

また、図4(c)に示すように、圧延方向長さが30μm以上の介在物であっても、圧延方向の直線上に隣り合う他の介在物に対して50μm以下の間隔が空いている介在物については、介在物群の一部であるとして測定することとした。以下においては、介在物群に含まれず、圧延方向長さが30μm以上の介在物については、「延伸介在物」と記載する。   Moreover, as shown in FIG.4 (c), even if it is an inclusion whose rolling direction length is 30 micrometers or more, the space | interval of 50 micrometers or less is vacant with respect to the other inclusion adjacent on the straight line of a rolling direction. Inclusions were measured as being part of the inclusion group. Hereinafter, inclusions that are not included in the inclusion group and have a rolling direction length of 30 μm or more are referred to as “stretched inclusions”.

これら評価対象とした介在物群の圧延方向長さL1や延伸介在物の圧延方向長さL2は、1視野中で観察される総ての介在物群についての圧延方向長さL1と、同視野中で観察される総ての延伸介在物についての圧延方向長さL2とを測定して、これらを総和してL(mm)を求め、得られたLに基づき下記の数式(7)に基づき数値M(mm/mm)を求め、得られたMを単位面積(1mm)当たりの介在物の圧延方向長さの総和Mとして定義して、この総和Mによって穴広げ性を評価することとした。なお、数式(7)におけるSは、観察した視野の面積(mm)のことである。
M=L/S ・・・(7)
ここで、得られた介在物の圧延方向長さの総和Lから、これの平均値ではなく、単位面積当たりの総和Mを求めることとしたのは以下の理由による。
The rolling direction length L1 of the inclusion group to be evaluated and the rolling direction length L2 of the elongated inclusion are the same as the rolling direction length L1 of all the inclusion groups observed in one field of view. The length L2 in the rolling direction for all the stretched inclusions observed in the film is measured, and these are summed to obtain L (mm). Based on the obtained L, the following formula (7) is obtained. The numerical value M (mm / mm 2 ) is obtained, and the obtained M is defined as the sum M of the length in the rolling direction of inclusions per unit area (1 mm 2 ), and the hole expansion property is evaluated by this sum M. It was. In addition, S in Formula (7) is the area (mm < 2 >) of the observed visual field.
M = L / S (7)
Here, the sum M per unit area is determined from the total length L of the inclusions in the rolling direction instead of the average value for the following reason.

鋼板の変形時においては、介在物群、延伸介在物の個数が少ないと、これら介在物群等の周囲で生じたボイドが途切れながら亀裂が伝搬するのに対し、これら介在物群等の個数が多いと、介在物群等の周囲のボイドが途切れることなく連結して、長く連続的なボイドを形成し、延性破壊を促進するものと考えられる。このような介在物群等の個数の影響は、介在物群等の圧延方向長さの平均値によっては表せないが、介在物群等の圧延方向長さの総和Mによっては表せるので、この点から介在物の圧延方向長さの単位面積当たりの総和Mを求めることとした。   At the time of deformation of the steel sheet, if the number of inclusion groups and stretched inclusions is small, the voids generated around these inclusion groups etc. break and the crack propagates, whereas the number of these inclusion groups etc. When the number is large, surrounding voids such as inclusions are connected without interruption, and long continuous voids are formed to promote ductile fracture. Such an influence of the number of inclusion groups etc. cannot be expressed by the average value of the rolling direction lengths of the inclusion groups etc., but can be expressed by the sum M of the rolling direction lengths of the inclusion groups etc. Therefore, the sum M per unit area of the length in the rolling direction of the inclusions was determined.

また、鋼板の変形時においては、変形による応力集中部で、介在物郡、延伸介在物を基点として亀裂の発生、伝播が起きる。介在物の圧延方向長さの総和Mが大きい場合、この傾向が強くなるため、亀裂発生抵抗値Jiが低下する。   Further, when the steel plate is deformed, cracks are generated and propagated at the stress concentration portion due to the deformation, with the inclusion group and the stretched inclusion as the starting point. When the sum M of the lengths of inclusions in the rolling direction is large, this tendency becomes strong, and the crack initiation resistance value Ji decreases.

以上の観点から、介在物の圧延方向長さの総和Mを測定し、これに基づき穴広げ率の平均値λave、亀裂発生抵抗値Jiを評価することとした。   From the above viewpoint, the sum M of the lengths of inclusions in the rolling direction was measured, and based on this, the average value λave of the hole expansion ratio and the crack initiation resistance value Ji were evaluated.

上述のような熱間圧延条件下で得られた鋼板は、その引張強度が450〜480MPaの範囲に分布しており、そのミクロ組織はフェライト組織、又はフェライト組織及びベイナイト組織とパーライト組織の一方または両方の混合した組織からなる組織であった。   The steel sheet obtained under the hot rolling conditions as described above has a tensile strength distributed in the range of 450 to 480 MPa, and the microstructure is one of ferrite structure, ferrite structure and bainite structure and pearlite structure or The tissue consisted of both mixed tissues.

図5はその介在物の圧延方向長さの総和M(介在物長さ)と穴広げ率の平均値λaveとの関係を示す図であり、図6はその介在物の圧延方向長さの総和Mと穴広げ率の標準偏差σλとの関係を示す図である。   FIG. 5 is a diagram showing the relationship between the total length M (inclusion length) of the inclusions in the rolling direction and the average value λave of the hole expansion ratio, and FIG. 6 is the total length in the rolling direction of the inclusions. It is a figure which shows the relationship between M and standard deviation (sigma) (lambda) of a hole expansion rate.

鋼板の穴広げ率の平均値λaveは、図5に示すように、介在物の圧延方向長さの総和Mが小さいほど良好であることが分かる。また、穴広げ率の標準偏差σλも、図6に示すように、介在物の圧延方向長さの総和Mが小さいほど良好であることが分かる。   As shown in FIG. 5, the average value λave of the hole expansion ratio of the steel sheet is found to be better as the total sum M in the rolling direction length of the inclusion is smaller. Further, as shown in FIG. 6, the standard deviation σλ of the hole expansion rate is also better as the total sum M of the inclusions in the rolling direction is smaller.

これら図5、図6から、介在物の圧延方向長さの総和Mを0.38mm/mm以下とすることにより、穴広げ率の平均値λaveで100%以上、標準偏差σを15%以下とすることができることが分る。したがって、本発明では、目的とする介在物の圧延方向長さの総和Mを0.38mm/mm以下と設定した。 From these FIG. 5 and FIG. 6, when the total length M of inclusions in the rolling direction is 0.38 mm / mm 2 or less, the average value λave of the hole expansion rate is 100% or more and the standard deviation σ is 15% or less. You can see that you can. Therefore, in the present invention, the total sum M of the lengths of the inclusions in the rolling direction is set to 0.38 mm / mm 2 or less.

また、本発明者は、介在物の圧延方向長さの総和Mを増大させて、穴広げ性等を劣化させる要因となる介在物群や延伸介在物が、圧延により延伸したMnSであることを見出した。そして、穴広げ性等の向上を図るため、これら介在物を抑制するための製造方法について検討した結果、組成及び鋳片冷却条件の以下の2点を同時に制御することが重要であることが判明した。   In addition, the inventor found that the inclusion group and the elongated inclusions that cause the deterioration of the hole expanding property and the like by increasing the total length M of the inclusions in the rolling direction are MnS elongated by rolling. I found it. And, in order to improve the hole expandability, etc., as a result of examining the manufacturing method for suppressing these inclusions, it was found that it is important to simultaneously control the following two points of the composition and the slab cooling condition: did.

まず、組成において、MnSを抑制するうえでは、鋼中Sの低減が重要であり、この観点から、本発明のS量の上限値は0.01%とした。   First, in the composition, in order to suppress MnS, it is important to reduce S in steel. From this viewpoint, the upper limit of the amount of S in the present invention is set to 0.01%.

また、REM、Ca添加鋼では、REM、Caの硫化物をして析出させることによりMnと結合するS量を低減させることができ、延伸MnSを低減することができる。この観点から、下記数式(1)の左辺の数値と介在物の圧延方向長さの総和Mとの関係について調査したところ、図7に示すように、下記数式(1)の左辺の数値が0.003以下であれば、本発明の目的とする0.38mm/mm以下の総和Mが得られることが判明した。
{[S]/32−([Ca]/40+[REM]/140)}×32≦0.003・・・式(1)
[S]、[Ca]、[REM]:各成分の質量%での含有量
Moreover, in REM and Ca addition steel, the amount of S couple | bonded with Mn can be reduced by making the sulfide of REM and Ca precipitate, and extending | stretched MnS can be reduced. From this viewpoint, when the relationship between the numerical value on the left side of the following mathematical formula (1) and the sum M of the lengths in the rolling direction of inclusions was investigated, the numerical value on the left side of the following mathematical formula (1) was 0 as shown in FIG. It was found that the total M of 0.38 mm / mm 2 or less, which is the object of the present invention, can be obtained if it is 0.003 or less.
{[S] / 32-([Ca] / 40 + [REM] / 140)} × 32 ≦ 0.003 Formula (1)
[S], [Ca], [REM]: Content in mass% of each component

また、スラブの冷却条件と延伸介在物長さMの関係について調査し、上条件を満たす組成においても、鋳造後のスラブの表面温度での冷却速度を所定以上としないと延伸介在物が生じることが判明した。具体的には、図8に示すように、1350℃〜1250℃の温度域の冷却速度を3℃/秒以上とする必要がある。これは、この冷却速度が遅い場合には、MnSが粗大に析出するためである。粗大なMnSほど圧延で延伸し易いため、粗大に析出する条件により延伸介在物長さMが増加するものと考えられる。   Further, the relationship between the cooling condition of the slab and the length M of the stretched inclusions is investigated, and even in the composition satisfying the above conditions, stretched inclusions are generated unless the cooling rate at the surface temperature of the slab after casting is set to a predetermined value or more. There was found. Specifically, as shown in FIG. 8, the cooling rate in the temperature range of 1350 ° C. to 1250 ° C. needs to be 3 ° C./second or more. This is because MnS precipitates coarsely when the cooling rate is low. Since coarse MnS tends to be stretched by rolling, it is considered that the stretch inclusion length M increases depending on the conditions for coarse precipitation.

また、粗圧延の条件と延伸介在物長さMの関係について調査し、図示はしないが、比較的高温での圧下率が高い場合に延伸介在物長さMが大きくなることが判明した。これは、高温での圧延によりMnSが延伸し易いことが理由と推定される。この観点からは、粗圧延での1150℃以上の圧延下率を70%以下とすることが必要である。   Further, the relationship between the rough rolling conditions and the stretched inclusion length M was investigated, and although not shown, it was found that the stretched inclusion length M increases when the rolling reduction at a relatively high temperature is high. This is presumably because MnS is easily stretched by rolling at a high temperature. From this point of view, it is necessary that the rolling reduction rate at 1150 ° C. or higher in rough rolling be 70% or less.

図9、図10に示すように、延伸介在物長さMを低減することにより、疲労限度比、亀裂発生抵抗値Ji値も改善することも判明した。延伸介在物の低減によりそれらが改善するのは、延伸介在物が応力付加時に応力集中箇所となり、そこが破壊の起点となるためと考えられる。   As shown in FIGS. 9 and 10, it was also found that reducing the stretch inclusion length M also improves the fatigue limit ratio and crack initiation resistance value Ji value. The reason why they are improved by the reduction of the stretched inclusions is considered to be that the stretched inclusions become stress concentration points when stress is applied, and that is the starting point of fracture.

次に、本発明者らは、微細な介在物と一様伸びの関係について調査した。その結果、以下が判明した。   Next, the present inventors investigated the relationship between fine inclusions and uniform elongation. As a result, the following was found.

一様伸びは、図11に示すように、比較的微細な介在物(円相当径1μm以上)の個数密度が増加するほど大きくなることが判明した。この理由は以下のように考えられる。即ち、引張試験等での変形時に、変形により生じた転位がそれらの微細な介在物の周囲に固着され、固着された転位により他の転位の移動が妨げられ、それによって変形に要する応力が高くなる。このため、鋼の加工硬化が促進され、一様伸びが増加したものと考えられる。   As shown in FIG. 11, it was found that the uniform elongation increases as the number density of relatively fine inclusions (equivalent circle diameter of 1 μm or more) increases. The reason is considered as follows. That is, at the time of deformation in a tensile test or the like, dislocations generated by the deformation are fixed around those fine inclusions, and the dislocations that are fixed prevent movement of other dislocations, thereby increasing the stress required for deformation. Become. For this reason, it is considered that work hardening of steel is promoted and uniform elongation is increased.

円相当径1μm以上の介在物の個数密度について鋭意調査した結果、図12に示すように、式2の左片(([Ca]/40+[REM]/140)}×32)が大きいほど大きくなることが判明した。また、その際に、S量が低い場合には微細な介在物の個数は小さいことが判明した。これは、REMとCaの両方の添加により硫化物の形態制御を行うことにより微細な介在物が得られ、それにより粒化物とするS量が多いほど微細な介在物の個数が大きくなるためと考えられる。   As a result of intensive investigations on the number density of inclusions having an equivalent circle diameter of 1 μm or more, as shown in FIG. 12, the larger the left piece (([Ca] / 40 + [REM] / 140)} × 32) of equation 2, Turned out to be. At that time, it was found that the number of fine inclusions is small when the amount of S is low. This is because fine inclusions are obtained by controlling the form of sulfide by adding both REM and Ca, and the number of fine inclusions increases as the amount of S to be granulated increases. Conceivable.

図11、図12より以下が分る。即ち、一様伸び≧17%を得る為には円相当径1μm以上の介在物の個数密度が200個/mm以上、好ましくは200〜600個/mmとする必要があり、そのためには以下の式(2)、(3)を満たす必要がある。
{([Ca]/40+[REM]/140)}×32≧0.001・・・式(2)
[S]≧0.001・・・式(3)
[S]、[Ca]、[REM]:各成分の質量%での含有量
一方、一様伸び≧19%を得る為には円相当径1μm以上の介在物の個数密度が400個/mm以上とする必要があり、そのためには、以下の式(2)´、(3)´を満たす必要がある。
{([Ca]/40+[REM]/140)}×32≧0.004・・・式(2)´
[S]≧0.004・・・式(3)´
[S]、[Ca]、[REM]:各成分の質量%での含有量
尚、本発明においては、円相当径1μm以上の介在物の個数密度が大きすぎると、それが微細(1μm以上)であっても穴広げ性を劣化させる可能性がある。この観点から、円相当径1μm以上の介在物の個数密度の上限は2000個/mmとする。
The following can be seen from FIGS. That is, in order to obtain uniform elongation ≧ 17%, the number density of inclusions having an equivalent circle diameter of 1 μm or more needs to be 200 pieces / mm 2 or more, preferably 200 to 600 pieces / mm 2. It is necessary to satisfy the following expressions (2) and (3).
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.001 Formula (2)
[S] ≧ 0.001 Formula (3)
[S], [Ca], [REM]: Content of each component in mass% On the other hand, in order to obtain uniform elongation ≧ 19%, the number density of inclusions having an equivalent circle diameter of 1 μm or more is 400 / mm. For this purpose, it is necessary to satisfy the following equations (2) ′ and (3) ′.
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.004 Expression (2) ′
[S] ≧ 0.004 Formula (3) ′
[S], [Ca], [REM]: Content in% by mass of each component In the present invention, if the number density of inclusions having an equivalent circle diameter of 1 μm or more is too large, it is fine (1 μm or more). ), There is a possibility of deteriorating the hole expanding property. From this viewpoint, the upper limit of the number density of inclusions having an equivalent circle diameter of 1 μm or more is set to 2000 / mm 2 .

続いて、本発明における鋼板の組成の限定理由について説明する。なお、以下では、組成における質量%を、単に%と記載する。   Then, the reason for limitation of the composition of the steel plate in this invention is demonstrated. Hereinafter, mass% in the composition is simply referred to as%.

C :0.01〜0.3%
Cは、硬質な第二相を増加させ鋼の強化に寄与する。この観点から低く過ぎると強度が劣化するので、その下限は0.01%とする。また、Cは、その含有量が大きすぎると、セメンタイトといった延性破壊の起点となる相を生成し、穴広げ率の平均値λave、亀裂発生抵抗値Jiを劣化させる。このため、Cの含有量は0.3%以下とする。
C: 0.01 to 0.3%
C contributes to strengthening of the steel by increasing the hard second phase. If it is too low from this viewpoint, the strength deteriorates, so the lower limit is made 0.01%. Further, when the content of C is too large, a phase that becomes a starting point of ductile fracture such as cementite is generated, and the average value λave of the hole expansion rate and the crack initiation resistance value Ji are deteriorated. For this reason, content of C shall be 0.3% or less.

Si:0.001〜2.0%
Siは、固溶強化元素として引張強度の向上に寄与する元素であり、この観点からは添加することが好ましい。しかし、Siが過多に添加されると、その効果が飽和する一方でコスト増加の要因となる。このため、Siの含有量は、0.001%以上、2.0%以下とする。
Si: 0.001 to 2.0%
Si is an element contributing to the improvement of tensile strength as a solid solution strengthening element, and it is preferable to add from this viewpoint. However, if Si is added excessively, the effect is saturated while increasing the cost. For this reason, content of Si shall be 0.001% or more and 2.0% or less.

Mn:0.01〜2.0%
Mnは、固溶強化元素として鋼板の引張強度向上に寄与する元素である。Mnは、本発明の目的とする引張強度を得るためには0.01%以上含有する必要がある。また、Mnの含有量は、2.0%超であると、熱間圧延時のスラブ割れが生じやすくなる。このため、Mnの含有量は、0.01〜2.0%とする。
Mn: 0.01 to 2.0%
Mn is an element that contributes to improving the tensile strength of the steel sheet as a solid solution strengthening element. Mn must be contained in an amount of 0.01% or more in order to obtain the intended tensile strength of the present invention. Further, if the content of Mn is more than 2.0%, slab cracking during hot rolling tends to occur. For this reason, content of Mn shall be 0.01-2.0%.

P:0.02%以下
Pは、不可避的に混入する不純物であり、含有量の増加に伴い粒界での偏析量が増大し、穴広げ率の平均値λaveの劣化を招く元素である。このため、Pの含有量は、低いほど望ましく、この観点からPの含有量は0.02%以下とする。
P: 0.02% or less P is an impurity that is inevitably mixed, and is an element that causes an increase in the amount of segregation at the grain boundary as the content increases, leading to deterioration of the average value λave of the hole expansion rate. For this reason, the P content is preferably as low as possible. From this viewpoint, the P content is 0.02% or less.

S:0.001〜0.01%
Sは、不可避的に混入する不純物であり、含有量が多すぎると、鋼片加熱時に鋼中でMnSを多量に生成し、これが熱間圧延により延伸されて介在物の圧延方向長さの総和Mの増大を招き、本発明の目的とする穴広げ率の平均値λave、亀裂発生抵抗値Ji、亀裂伝播抵抗値Tが得られない。このため、Sは、その含有量を0.01%以下とする。
一方でSはCa、REMにより微細な硫化物となった場合、一様伸びの増加に寄与する。この観点から、Sは下限を0.001%とする。
S: 0.001 to 0.01%
S is an inevitably mixed impurity, and if the content is too large, a large amount of MnS is generated in the steel when the steel slab is heated, and this is stretched by hot rolling to sum the length in the rolling direction of the inclusions. M is increased, and the average value λave of the hole expansion rate, crack initiation resistance value Ji, and crack propagation resistance value T, which are the object of the present invention, cannot be obtained. For this reason, the content of S is 0.01% or less.
On the other hand, when S becomes a fine sulfide by Ca and REM, it contributes to an increase in uniform elongation. From this viewpoint, the lower limit of S is 0.001%.

Al:0.005〜1.0%
Alは、溶鋼の脱酸に必要な元素である。また、鋼の強化にも有効である。溶鋼の脱酸の観点から0.005%以上添加する必要がある。1.0%を超えて添加しても、溶鋼の脱酸の効果や鋼の強化の効果が飽和する一方で、経済的でなくなる。以上の観点から、Alの含有量は、0.005%以上、1.0%以下とする。
Al: 0.005 to 1.0%
Al is an element necessary for deoxidation of molten steel. It is also effective for strengthening steel. It is necessary to add 0.005% or more from the viewpoint of deoxidation of molten steel. Even if added over 1.0%, the effect of deoxidation of molten steel and the effect of strengthening of steel are saturated, but it is not economical. From the above viewpoint, the Al content is set to 0.005% or more and 1.0% or less.

N :0.02%以下
Nは、不可避的不純物として鋼に含まれる元素である。これが過多にあると鋼材が時効しやすくなり、腰折れ等による表面清浄の劣化が生じやすくなるので、0.02%を上限とする。
N: 0.02% or less N is an element contained in steel as an inevitable impurity. If this amount is excessive, the steel material is likely to be aged, and the surface cleanliness is likely to deteriorate due to hip breakage or the like, so 0.02% is made the upper limit.

REM:0.0001〜0.02%
REM(希土類元素)は、粒化物を形成することにより延伸したMnSを低減し、介在物の圧延方向長さの総和Mを低減し、穴広げ率の平均値λave、亀裂発生抵抗値Jiを改善する元素である。この点から、REMは、前述の数式(1)を満足する必要がある。REMの含有量が0.0001%未満であると、MnS等の硫化物の形態を球形化させる効果が十分得られないので、その下限を0.0001%とする。REMの添加により、REMを含む微細な介在物がより多く生じ、後にこの微細な介在物の周囲にMnSが析出する。硬質、微細な介在物の周囲に分散して析出したMnSは圧延により延伸にくいため、所定量REM添加された鋼中では比較的Sが高くても延伸MnSは生じにくい。この観点から、25ppm以上の添加が好ましい。REMの含有量が0.02%超であると、このような効果が飽和して経済性の低下を招く。このため、REMの含有量は、0.02%以下とする。REMとしては、La、Ce等を用いることができるが、ミッシュメタルを用いるのが簡便である。
REM: 0.0001 to 0.02%
REM (rare earth element) reduces the stretched MnS by forming granulated material, reduces the total length M of inclusions in the rolling direction, and improves the average value λave of the hole expansion rate and the crack initiation resistance value Ji Element. From this point, REM needs to satisfy the above-described formula (1). If the REM content is less than 0.0001%, the effect of spheroidizing a sulfide such as MnS cannot be obtained sufficiently, so the lower limit is made 0.0001%. By adding REM, more fine inclusions containing REM are generated, and MnS is deposited around the fine inclusions later. Since MnS dispersed and precipitated around hard and fine inclusions is not easily stretched by rolling, stretched MnS is less likely to occur even in steels to which a predetermined amount of REM is added even if S is relatively high. In this respect, addition of 25 ppm or more is preferable. When the content of REM is more than 0.02%, such an effect is saturated and economic efficiency is lowered. For this reason, content of REM shall be 0.02% or less. As REM, La, Ce or the like can be used, but it is easy to use misch metal.

Ca:0.0001〜0.010%
Caは、鋼中Sを球形のCaSとして固定しMnSの生成を抑制し、その圧延方向長さの総和Mを低減させる元素である。この点から、前述の数式(1)を満足するような含有量とすることが必要である。Caの含有量が0.0001%未満であると、MnS等の硫化物の形態を球形化させる効果が十分得られないので、その下限を0.0001%とする。また、Caの含有量が0.010%超であると、延伸した形状の介在物となりやすいカルシウムアルミネートが多量に生じ、かえって介在物の圧延方向長さの総和Mを増大させてしまう恐れがある。このため、Caの含有量の上限は0.010%以下とする。
Ca: 0.0001 to 0.010%
Ca is an element that fixes S in steel as spherical CaS, suppresses the generation of MnS, and reduces the total length M in the rolling direction. From this point, it is necessary to set the content so as to satisfy the above-described formula (1). If the Ca content is less than 0.0001%, the effect of spheroidizing a sulfide such as MnS cannot be obtained sufficiently, so the lower limit is made 0.0001%. Further, if the Ca content is more than 0.010%, a large amount of calcium aluminate that tends to become inclusions in a stretched shape is generated, which may increase the total length M of inclusions in the rolling direction. is there. For this reason, the upper limit of the Ca content is 0.010% or less.

また、S、REM及びCaは、穴広げ性劣化の原因となるMnSを可能な限り低減させるため、前述の数式(1)を満足するような含有量とする必要がある。この数式(1)を満たすことにより、鋼中のMnS量が低減して、介在物の圧延方向長さの総和Mを低減する効果が得られる。これにより、穴広げ率の平均値λave、亀裂発生抵抗値Ji、亀裂伝播抵抗値Tを改善する効果が得られる。数式(1)の左辺が0.003超であると、これら特性値について本発明の目的とする効果が得られない。
{[S]/32−([Ca]/40+[REM]/140)}×32≦0.003・・・式(1)
[Ti]、[S]、[Ca]、[REM]:各成分の質量%での含有量
Further, S, REM, and Ca need to be contained so as to satisfy the above formula (1) in order to reduce as much as possible MnS that causes hole expandability deterioration. By satisfy | filling this Numerical formula (1), the amount of MnS in steel reduces and the effect of reducing the total M of the rolling direction length of an inclusion is acquired. Thereby, the effect of improving the average value λave of the hole expansion rate, the crack initiation resistance value Ji, and the crack propagation resistance value T is obtained. When the left side of the mathematical formula (1) is more than 0.003, the effect intended by the present invention cannot be obtained for these characteristic values.
{[S] / 32-([Ca] / 40 + [REM] / 140)} × 32 ≦ 0.003 Formula (1)
[Ti], [S], [Ca], [REM]: Content in mass% of each component

前述のように、REM、Caの微細な粒化物が鋼中に多く含まれる場合、一様伸びが改善される(一様伸び≧17%)ので、その観点からは式(2)、式(3)が満たす必要がある。
{([Ca]/40+[REM]/140)}×32≧0.001・・・式(2)
[S]≧0.001・・・式(3)
As described above, when a large amount of fine particles of REM and Ca are contained in the steel, the uniform elongation is improved (uniform elongation ≧ 17%). From this viewpoint, the equations (2) and ( 3) needs to be satisfied.
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.001 Formula (2)
[S] ≧ 0.001 Formula (3)

また、更に一様伸びを改善する(一様伸び≧19%)ためには、その観点からは式(2)´、式(3)´を満たす必要がある。
{([Ca]/40+[REM]/140)}×32≧0.004・・・式(2)´
[S]≧0.004・・・式(3)´
[S]、[Ca]、[REM]:各成分の質量%での含有量
Further, in order to further improve the uniform elongation (uniform elongation ≧ 19%), it is necessary to satisfy the expressions (2) ′ and (3) ′ from this viewpoint.
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.004 Expression (2) ′
[S] ≧ 0.004 Formula (3) ′
[S], [Ca], [REM]: Content in mass% of each component

以上が本発明の鋼に関わる基本的な元素である。本発明では、以上に加え、鋼の強度増加のため適宜下記の元素を添加しても良い。これらの元素の添加量の下限は、強度増加の効果を得るために設定されており、一方、上限は元素の添加により経済性が損なわれることを防ぐために設定されている。
B :0.0005〜0.003%、
Cu:0.001〜1.0%、
Cr:0.001〜1.0%、
Mo:0.001〜1.0%、
Ni:0.001〜1.0%、
V :0.01〜0.2%、
Ti:0.001〜0.02%、
Nb:0.001〜0.05%
The above are the basic elements related to the steel of the present invention. In the present invention, in addition to the above, the following elements may be appropriately added to increase the strength of the steel. The lower limit of the addition amount of these elements is set in order to obtain the effect of increasing the strength, while the upper limit is set in order to prevent the economy from being impaired by the addition of the element.
B: 0.0005-0.003%,
Cu: 0.001 to 1.0%,
Cr: 0.001 to 1.0%,
Mo: 0.001 to 1.0%,
Ni: 0.001 to 1.0%,
V: 0.01-0.2%
Ti: 0.001 to 0.02%,
Nb: 0.001 to 0.05%

本発明に係る鋼板は、この基本成分の他の残部がFe及び不可避的不純物からなることになる。なお、不可避的不純物としては、O、Zn、Pb、As、Sb等が挙げられ、これらをそれぞれ以下の範囲で含んでいても本発明の効果を失するものではない。
O≦0.005%、
Zn≦0.05%、
Pb≦0.05%、
As≦0.05%、
Sb≦0.05%、
また、本発明においては、必要に応じて、Zr、Sn、Co、W、Mgを、合計1%以下含有していてもかまわない。
In the steel sheet according to the present invention, the remaining balance of the basic component is composed of Fe and inevitable impurities. Inevitable impurities include O, Zn, Pb, As, Sb, etc. Even if these are included in the following ranges, the effects of the present invention are not lost.
O ≦ 0.005%,
Zn ≦ 0.05%,
Pb ≦ 0.05%,
As ≦ 0.05%,
Sb ≦ 0.05%,
In the present invention, Zr, Sn, Co, W, and Mg may be contained in total of 1% or less as necessary.

次に、本発明に係る熱延鋼板のミクロ組織、介在物の限定理由について説明する。   Next, the reasons for limiting the microstructure and inclusions of the hot-rolled steel sheet according to the present invention will be described.

ミクロ組織は、フェライト組織、またはフェライト組織及びベイナイト組織とパーライト組織の一方または双方との混合組織である必要がある。これは、これらの組織の場合に、ミクロ組織全体の硬さが比較的均一となり、延性破壊が抑制されて、本発明の目的とする穴広げ率の平均値λave、亀裂発生抵抗値Jiを得ることが可能となるためである。また、ミクロ組織中には、マルテンサイトと残留オーステナイトの混合物である島状マルテンサイト(MA)と呼ばれる組織が若干残存する場合がある。これは、延性破壊を促進して穴広げ率の平均値λave等を劣化させるので、残存しない方が好ましいが、面積分率で3%以下であれば許容される。   The microstructure needs to be a ferrite structure or a mixed structure of one or both of a ferrite structure and a bainite structure and a pearlite structure. This is because, in these structures, the hardness of the entire microstructure becomes relatively uniform, ductile fracture is suppressed, and the average value λave of the hole expansion rate and crack initiation resistance value Ji that are the object of the present invention are obtained. This is because it becomes possible. Further, in the microstructure, a structure called island martensite (MA) which is a mixture of martensite and retained austenite may remain slightly. Since this promotes ductile fracture and degrades the average value λave of the hole expansion rate, it is preferable that it does not remain, but an area fraction of 3% or less is acceptable.

介在物は、その圧延方向長さの総和Mが0.38mm/mm以下である必要がある。これは、総和Mが0.38mm/mm超である場合、鋼板の変形時において延性破壊が顕著に促進され、本発明の目的とする穴広げ率の平均値λave、亀裂発生抵抗値Jiが得られなくなる。なお、この総和Mは、零であってもよい。 The inclusions must have a total length M in the rolling direction of 0.38 mm / mm 2 or less. This is because when the sum M exceeds 0.38 mm / mm 2 , ductile fracture is significantly promoted during deformation of the steel sheet, and the average value λave of the hole expansion rate and crack initiation resistance value Ji targeted by the present invention are It can no longer be obtained. The sum M may be zero.

なお、ここでいう介在物は、例えば、鋼中のMnSのことをいう。   The inclusion here refers to, for example, MnS in steel.

また、これらミクロ組織、介在物の測定方法や、介在物の圧延方向長さの総和Mの定義は上述の通りである。   Moreover, the measurement method of these microstructures and inclusions, and the definition of the total sum M of the inclusions in the rolling direction are as described above.

次に、本発明に係る熱延鋼板を製造するための製造方法について説明する。   Next, the manufacturing method for manufacturing the hot rolled steel sheet according to the present invention will be described.

製鋼工程においては、例えば、高炉等によって溶銑を得た後、転炉にて脱炭処理や合金添加を行い、その後、出鋼した溶鋼に各種の二次精錬装置で脱硫処理、脱酸処理等を行なうことによって、目的とする成分含有量の溶鋼を溶製する。   In the steelmaking process, for example, after obtaining hot metal in a blast furnace, etc., decarburization treatment and alloy addition are performed in a converter, and then the desulfurization treatment, deoxidation treatment, etc. are performed on the molten steel that has been produced using various secondary refining equipment. By carrying out the above, molten steel having the target component content is produced.

二次精錬工程においては、コスト上、脱硫材を用いた脱硫を行わず、Ca、REMを(1)式を満たす量添加し、延伸MnSを抑制する必要がある。高い一様伸びを得る為には(2)式、(3)式を満たすことが必要である。更に高い伸びを得るには(2)´式、(3)´式を満たすことが好ましい。   In the secondary refining process, it is necessary not to perform desulfurization using a desulfurization material, but to add Ca and REM in an amount satisfying the formula (1) and suppress the stretched MnS in terms of cost. In order to obtain a high uniform elongation, it is necessary to satisfy the expressions (2) and (3). In order to obtain higher elongation, it is preferable to satisfy the expressions (2) ′ and (3) ′.

以上の条件で精錬を行った後、連続鋳造により鋳片を得る。鋳片の冷却速度は、1350℃〜1250の温度域において、延伸介在物長さMを低減するため3℃/秒以上とする必要がある。以上の条件を満たせば、高温鋳片のまま熱間圧延機に直送してもよいし、この他に、室温まで冷却後に加熱炉によって再加熱した後にこれを熱間圧延するようにしてもよい。また、高炉によって溶銑を得る代替として、原料として鉄スクラップを使用し、これを電炉にて溶解した後、各種の二次精錬を行い、目的とする成分含有量の溶鋼を得るようにしてもよい。
鋳片の1350℃〜1250℃の温度域での冷却速度が大きすぎると冷却後の鋳片に割れが生じる可能性がある。この観点から鋳片の1350℃〜1250℃の温度域での冷却速度は50℃/秒以下とすることが好ましい。
After refining under the above conditions, a slab is obtained by continuous casting. The cooling rate of the slab needs to be 3 ° C./second or more in the temperature range of 1350 ° C. to 1250 in order to reduce the stretch inclusion length M. If the above conditions are satisfied, it may be sent directly to a hot rolling mill as it is a high-temperature slab, or alternatively, it may be hot-rolled after being reheated by a heating furnace after being cooled to room temperature. . Also, as an alternative to obtaining hot metal with a blast furnace, iron scrap may be used as a raw material, and after melting this in an electric furnace, various secondary refining may be performed to obtain molten steel with a desired component content. .
If the cooling rate of the slab in the temperature range of 1350 ° C. to 1250 ° C. is too large, the slab after cooling may be cracked. From this viewpoint, the cooling rate of the slab in the temperature range of 1350 ° C. to 1250 ° C. is preferably 50 ° C./second or less.

次に、連続鋳造等により得られた鋼片を熱間圧延する際の製造条件について説明する。   Next, manufacturing conditions for hot rolling a steel piece obtained by continuous casting or the like will be described.

まず、連続鋳造等により得られた鋳片は、一度低温まで冷却した場合は、適宜、所定の熱間圧延が可能なように再び加熱炉にて加熱する。この際の加熱温度は、粗圧延、仕上げ圧延をAr3温度以上のオーステナイト域で行うために十分高温とする必要があり、この観点から1150℃以上に加熱することが望ましい。   First, when the slab obtained by continuous casting or the like is once cooled to a low temperature, it is appropriately heated again in a heating furnace so that predetermined hot rolling can be performed. The heating temperature at this time needs to be sufficiently high in order to perform rough rolling and finish rolling in the austenite region at the Ar3 temperature or higher. From this viewpoint, it is desirable to heat to 1150 ° C or higher.

続いて、加熱炉より抽出した鋼片に対して粗圧延を行い、続いて仕上げ圧延を行う。   Subsequently, rough rolling is performed on the steel piece extracted from the heating furnace, and then finish rolling is performed.

粗圧延では、延伸介在物長さMをより低減する観点から高温での圧下率を低減することが好ましい。この観点から1150℃以上の圧下率を70%以下とすることが必要である。
1150℃以上の圧下率が小さすぎると、所定の板厚を得る為に低温(1150℃以下)での大圧下が必要となり、その場合圧延荷重が過大となり操業上で好ましくない。この観点から1150℃以上の圧下率は40%以上とすることが好ましい。
In rough rolling, it is preferable to reduce the rolling reduction at a high temperature from the viewpoint of further reducing the length M of the stretched inclusions. From this point of view, it is necessary that the rolling reduction of 1150 ° C. or higher is 70% or lower.
If the rolling reduction of 1150 ° C. or higher is too small, a large rolling at a low temperature (1150 ° C. or lower) is necessary to obtain a predetermined plate thickness. In this case, the rolling load becomes excessive, which is not preferable in operation. From this point of view, the rolling reduction of 1150 ° C. or higher is preferably 40% or higher.

その後の仕上圧延工程では、その終了温度がAr3℃以上、Ar3+200℃以下となるようにする。この終了温度をAr3℃以上としたのは、その終了温度がAr3温度以下であると得られる鋼板の表層が混粒となり、成形性が劣化するためである。仕上げ圧延温度の上限をAr3+200℃としたのは、仕上げ圧延温度が高すぎると粒径が過大となり引張強度が劣化するためである。   In the subsequent finish rolling step, the end temperature is made Ar3 ° C. or higher and Ar3 + 200 ° C. or lower. The reason why the end temperature is set to Ar3 ° C. or higher is that the surface layer of the steel sheet obtained when the end temperature is equal to or lower than the Ar3 temperature is mixed and the formability deteriorates. The reason why the upper limit of the finish rolling temperature is Ar3 + 200 ° C. is that if the finish rolling temperature is too high, the particle size becomes excessive and the tensile strength deteriorates.

なお、Ar3は、下記数式(8)から求められる。下記数式(8)における[C]、[Si]等は、それぞれ鋼中における質量%での各成分の含有量を意味する。
Ar3=868−396×[C]+25×[Si]−68×[Mn]−36×[Ni]−21×[Cu]−25×[Cr]+30×[Mo] ・・・(8)
続いて、仕上圧延工程により得られた鋼板をランアウトテーブル等で冷却する。この冷却工程では、冷却速度を10℃/sec以上とする必要がある。これは、冷却速度が10℃/sec未満であると、結晶粒径が粗大化し、強度の低下を招くためである。
冷却速度が大きすぎると冷却中の相変態(フェライト変態)が抑制され、得られる鋼板の強度が過大となる。この観点から冷却速度は60℃/秒以下が好ましい。
Ar3 is obtained from the following mathematical formula (8). [C], [Si], etc. in the following mathematical formula (8) mean the content of each component in mass% in the steel.
Ar3 = 868-396 * [C] + 25 * [Si] -68 * [Mn] -36 * [Ni] -21 * [Cu] -25 * [Cr] + 30 * [Mo] (8)
Subsequently, the steel plate obtained by the finish rolling process is cooled by a run-out table or the like. In this cooling step, the cooling rate needs to be 10 ° C./sec or more. This is because if the cooling rate is less than 10 ° C./sec, the crystal grain size becomes coarse and the strength decreases.
If the cooling rate is too high, phase transformation (ferrite transformation) during cooling is suppressed, and the strength of the resulting steel sheet becomes excessive. From this viewpoint, the cooling rate is preferably 60 ° C./second or less.

続いて、冷却された鋼板を巻き取り装置等により巻き取る。この巻き取り工程では、700℃以下の温度域において鋼板を巻き取ること必要となる。これは、700℃超の温度域において鋼板を巻き取ると、結晶粒径が粗大化し、強度の低下を招くためである。また巻取り温度は400℃以上とする必要がある。これは巻取り温度が400℃未満の場合、鋼板の固溶C、固溶Nが増大し、時効性が劣化し、腰折れが発生し易くなり、鋼板の表面性状を損なう可能性があるためである。   Subsequently, the cooled steel plate is wound up by a winding device or the like. In this winding process, it is necessary to wind the steel sheet in a temperature range of 700 ° C. or lower. This is because if the steel sheet is wound up in a temperature range exceeding 700 ° C., the crystal grain size becomes coarse and the strength is reduced. The winding temperature needs to be 400 ° C. or higher. This is because, when the coiling temperature is less than 400 ° C., the solid solution C and solid solution N of the steel sheet increase, the aging property is deteriorated, the waist breaks easily, and the surface properties of the steel sheet may be impaired. is there.

以上が本発明に係る熱間圧延工程の製造条件となるが、熱間圧延工程の終了後に、鋼板の形状の矯正を図ることを目的として、スキンパス圧延をするようにしてもよい。また、熱間圧延工程の終了後に酸洗してもよい。   The above is the manufacturing conditions of the hot rolling process according to the present invention. After the hot rolling process, skin pass rolling may be performed for the purpose of correcting the shape of the steel sheet. Moreover, you may pickle after completion | finish of a hot rolling process.

また、熱間圧延工程終了後に溶融めっき法によりめっき処理をして、鋼板の耐食性を向上させるようにしてもよい。また、溶融めっきに加えて合金化処理をするようにしてもよい。   Moreover, you may make it improve the corrosion resistance of a steel plate by carrying out a plating process by the hot dipping method after completion | finish of a hot rolling process. Further, in addition to hot dipping, alloying treatment may be performed.

以下、実施例により本発明を更に詳細に説明する。   Hereinafter, the present invention will be described in more detail with reference to examples.

まず、表1に示すような鋼成分A〜Mの組成からなる鋼を連続鋳造でスラブとし、表2−1に示す条件で熱間圧延を行い、板厚2.9mmの鋼板を得た。得られた鋼板のミクロ組織、介在物、機械的特性も表2−2に示す。ミクロ組織、介在物の測定方法や機械的性質の測定方法は、上述の通りである。表1〜表2における下線は、本発明の範囲外である、又は、好ましい範囲外であることを意味する。   First, steel having a composition of steel components A to M as shown in Table 1 was used as a slab by continuous casting, and hot rolling was performed under the conditions shown in Table 2-1, thereby obtaining a steel sheet having a thickness of 2.9 mm. Table 2-2 also shows the microstructure, inclusions, and mechanical properties of the obtained steel sheet. The measurement method of the microstructure and inclusions and the measurement method of the mechanical properties are as described above. The underline in Tables 1 and 2 means outside the scope of the present invention or outside the preferred range.

鋼番1〜10は組成、製造条件共に本発明の要件を満たすものであり、良好な穴広げ率λ(%)、穴広げ率のばらつきσλ(%)、一様伸びU.El、亀裂発生抵抗値(Ji値)、疲労限度比を示す。   Steel Nos. 1 to 10 satisfy the requirements of the present invention in terms of composition and production conditions. Good hole expansion ratio λ (%), variation in hole expansion ratio σλ (%), uniform elongation U.V. El, crack initiation resistance value (Ji value), and fatigue limit ratio are shown.

鋼番5、6は、組成が式(2)´、式(3)´も満たしているため、一様伸びが特に良好である。   Steel Nos. 5 and 6 have particularly good uniform elongation because the compositions also satisfy the formulas (2) ′ and (3) ′.

鋼番11は、Sが所定より高く、そのため延伸介在物が多量に生成し式(1)が満たされておらず、そのため、穴広げ率λ(%)、穴広げ率のばらつきσλ(%)、亀裂発生抵抗値Ji、疲労限度比が劣位である。   In steel No. 11, S is higher than a predetermined value, so that a large amount of stretch inclusions are generated and the formula (1) is not satisfied. Therefore, the hole expansion ratio λ (%) and the hole expansion ratio variation σλ (%) The crack initiation resistance value Ji and the fatigue limit ratio are inferior.

鋼番12、13は組成が式1の値を満たしていない。このため、そのため延伸介在物が多量に生成しており、そのため、穴広げ率λ(%)、穴広げ率のばらつきσλ(%)、Ji、疲労限度比が劣位である。   Steel Nos. 12 and 13 have compositions that do not satisfy the value of Formula 1. For this reason, a large amount of stretch inclusions are generated, and therefore, the hole expansion ratio λ (%), the hole expansion ratio variation σλ (%), Ji, and the fatigue limit ratio are inferior.

鋼番14、15、16は式(2)、式(3)が満たされていない。このため一様伸びが小さい。   Steel numbers 14, 15, and 16 do not satisfy Formula (2) and Formula (3). For this reason, uniform elongation is small.

鋼番17、18は鋳片の冷却速度が遅い。このため、延伸介在物長さMが大きく、そのため、穴広げ率λ(%)、穴広げ率のばらつきσλ(%)、Ji、疲労限度比が劣位である。   Steel Nos. 17 and 18 are slow in cooling the slab. For this reason, the stretch inclusion length M is large, and therefore the hole expansion ratio λ (%), the hole expansion ratio variation σλ (%), Ji, and the fatigue limit ratio are inferior.

鋼番19は粗圧延での1150℃以上の圧下率が所定より大きい。そのため、延伸介在物長さMが小さく、穴広げ率λ(%)、穴広げ率のばらつきσλ(%)、Ji、疲労限度比が特に劣位である。   Steel No. 19 has a rolling reduction of 1150 ° C. or higher in rough rolling larger than a predetermined value. Therefore, the stretch inclusion length M is small, and the hole expansion ratio λ (%), the hole expansion ratio variation σλ (%), Ji, and the fatigue limit ratio are particularly inferior.

1ノッチ付試験片
2支持点
3荷重点
4強制変位
5疲労試験片
1 notched test piece 2 support point 3 load point 4 forced displacement 5 fatigue test piece

Claims (4)

質量%で、
C :0.01〜0.3%、
Si :0.001〜2.0%、
Mn :0.01〜2.0%、
P :0.02%以下、
S :0.001〜0.01%、
Al :0.005〜1.0%、
N :0.02%以下、
REM:0.0001〜0.02%、
Ca :0.0001〜0.01%
を含有し、残部がFe及び不可避的不純物からなる鋼板であって、
下記の式(1)、(2)、(3)を満足し、
ミクロ組織がフェライト組織のみ、またはフェライト組織、及びベイナイト組織とパーライト組織の一方もしくは双方との混合組織からなるとともに、
圧延方向の直線上に隣り合う他の介在物に対して50μm以下の間隔を空けて並んだ長径が3μm以上である介在物の集まりからなる圧延方向長さが30μm以上の介在物群と、圧延方向の直線上に隣り合う他の介在物に対して50μm超の間隔を空け、圧延方向長さが30μm以上である介在物との断面1mm当たりの圧延方向長さの総和が0.38mm以下であり、円相当径が1.0μm以上の介在物の個数密度が200個/mm以上2000個/mm以下であることを特徴とする成形性及び破壊特性に優れた熱延鋼板。
{[S]/32−([Ca]/40+[REM]/140)}×32≦0.003・・・式(1)
{([Ca]/40+[REM]/140)}×32≧0.001・・・式(2)
[S]≧0.001・・・式(3)
[S]、[Ca]、[REM]:各成分の質量%での含有量
% By mass
C: 0.01 to 0.3%
Si: 0.001 to 2.0%,
Mn: 0.01 to 2.0%,
P: 0.02% or less,
S: 0.001 to 0.01%,
Al: 0.005 to 1.0%,
N: 0.02% or less,
REM: 0.0001 to 0.02%,
Ca: 0.0001 to 0.01%
And the balance is a steel plate made of Fe and inevitable impurities,
The following formulas (1), (2), (3) are satisfied,
The microstructure is composed of only a ferrite structure, or a ferrite structure, and a mixed structure of one or both of a bainite structure and a pearlite structure,
A group of inclusions having a rolling direction length of 30 μm or more, comprising a collection of inclusions having a major axis of 3 μm or more arranged at intervals of 50 μm or less with respect to other inclusions adjacent to each other on a straight line in the rolling direction; The total sum of the lengths in the rolling direction per 1 mm 2 in cross section with the inclusions having a rolling direction length of 30 μm or more with an interval of more than 50 μm with respect to other inclusions adjacent on the straight line in the direction is 0.38 mm or less. And a number density of inclusions having an equivalent circle diameter of 1.0 μm or more is 200 / mm 2 or more and 2000 / mm 2 or less, a hot-rolled steel sheet excellent in formability and fracture characteristics.
{[S] / 32-([Ca] / 40 + [REM] / 140)} × 32 ≦ 0.003 Formula (1)
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.001 Formula (2)
[S] ≧ 0.001 Formula (3)
[S], [Ca], [REM]: Content in mass% of each component
下記式(2)´、(3)´を満足し、
円相当径が1.0μm以上の介在物の個数密度が400個/mm以上2000個/mm以下であることを特徴とする請求項1に記載の熱延鋼板。
{([Ca]/40+[REM]/140)}×32≧0.004・・・式(2)´
[S]≧0.004・・・式(3)´
[S]、[Ca]、[REM]:各成分の質量%での含有量
The following expressions (2) ′ and (3) ′ are satisfied,
2. The hot rolled steel sheet according to claim 1, wherein the number density of inclusions having an equivalent circle diameter of 1.0 μm or more is 400 / mm 2 or more and 2000 / mm 2 or less.
{([Ca] / 40 + [REM] / 140)} × 32 ≧ 0.004 Expression (2) ′
[S] ≧ 0.004 Formula (3) ′
[S], [Ca], [REM]: Content in mass% of each component
更に、質量%で、
B :0.0005〜0.003%
Cu :0.001〜1.0%、
Cr :0.001〜1.0%、
Mo :0.001〜1.0%、
Ni :0.001〜1.0%
V :0.01〜0.2%
Ti:0.001〜0.02%
Nb:0.001〜0.05%
の何れか一種又は二種以上を含有することを特徴とする請求項1〜2に記載の成形性及び破壊特性に優れた高強度熱延鋼板。
Furthermore, in mass%,
B: 0.0005 to 0.003%
Cu: 0.001 to 1.0%,
Cr: 0.001 to 1.0%,
Mo: 0.001 to 1.0%,
Ni: 0.001 to 1.0%
V: 0.01 to 0.2%
Ti: 0.001 to 0.02%
Nb: 0.001 to 0.05%
The high-strength hot-rolled steel sheet having excellent formability and fracture characteristics according to claim 1, comprising at least one of the above.
請求項1〜3の何れか1項に記載の成分を含有する鋼片を鋳造しスラブとした後、1350℃〜1250℃の間を平均冷却速度3℃/秒以上の冷却速度で1250℃以下まで冷却し、続いて、続く熱間圧延工程にて、粗圧延での1150℃以上の圧下率を70%以下とし、仕上圧延をその終了温度をAr3以上Ar3+200℃以下として行い、続いて冷却速度を10℃/sec以上として冷却を行い、続いて400℃以上700℃以下の温度域において巻き取ることを特徴とする成形性及び破壊特性に優れた高強度熱延鋼板の製造方法。   After casting the steel slab containing the component according to any one of claims 1 to 3 to form a slab, a temperature between 1350 ° C and 1250 ° C is 1250 ° C or less at an average cooling rate of 3 ° C / second or more. In the subsequent hot rolling step, the rolling reduction of 1150 ° C. or higher in rough rolling is set to 70% or lower, and finish rolling is performed at an end temperature of Ar3 or higher and Ar3 + 200 ° C. or lower, followed by a cooling rate. Is produced at a temperature of 10 ° C./sec or higher, followed by winding in a temperature range of 400 ° C. or higher and 700 ° C. or lower. A method for producing a high-strength hot-rolled steel sheet having excellent formability and fracture characteristics.
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