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JP5906868B2 - Thick steel plate with excellent fatigue resistance in the thickness direction and method for producing the same - Google Patents
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JP5906868B2 - Thick steel plate with excellent fatigue resistance in the thickness direction and method for producing the same - Google Patents

Thick steel plate with excellent fatigue resistance in the thickness direction and method for producing the same Download PDF

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JP5906868B2
JP5906868B2 JP2012066667A JP2012066667A JP5906868B2 JP 5906868 B2 JP5906868 B2 JP 5906868B2 JP 2012066667 A JP2012066667 A JP 2012066667A JP 2012066667 A JP2012066667 A JP 2012066667A JP 5906868 B2 JP5906868 B2 JP 5906868B2
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thick steel
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JP2012214884A (en
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恒久 半田
恒久 半田
聡 伊木
聡 伊木
遠藤 茂
茂 遠藤
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JFE Steel Corp
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Priority to PCT/JP2012/058780 priority patent/WO2012133872A1/en
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Description

本発明は、船舶、海洋構造物、橋梁、建築物、圧力容器等の溶接鋼構造物用として好適な板厚方向の耐疲労特性に優れた厚鋼板およびその製造方法に関する。   The present invention relates to a steel plate excellent in fatigue resistance in the thickness direction suitable for welded steel structures such as ships, offshore structures, bridges, buildings, and pressure vessels, and a method for producing the same.

船舶、海洋構造物、橋梁、建築物、圧力容器などの溶接鋼構造物に使用される鋼板は、強度、靭性などの機械的性質や溶接性に優れていることはもちろんであるが、稼動時における定常の繰返し荷重や、風、地震等の震動に起因する非定常の繰返し荷重に対しても、構造物の構造安全性を確保できる特性を有することが要求される。特に近年では、鋼板に対して、耐疲労特性に優れることが強く要求されている。   Steel plates used for welded steel structures such as ships, offshore structures, bridges, buildings, pressure vessels, etc. are of course excellent in mechanical properties such as strength and toughness and weldability. It is required to have a characteristic that can ensure the structural safety of the structure even with respect to a steady cyclic load and a non-steady cyclic load caused by vibrations such as wind and earthquake. Particularly in recent years, steel sheets are strongly required to have excellent fatigue resistance.

溶接鋼構造物では、溶接止端部等に多数の応力集中部が存在するが、溶接止端部には応力が集中しやすく、また、引張の残留応力も作用するため、繰返し荷重が作用した場合には、溶接止端部から疲労亀裂が発生しやすく、溶接止端部が疲労亀裂の発生源となることが多い。   In welded steel structures, there are many stress concentration parts at the weld toe, etc., but stress tends to concentrate at the weld toe part, and tensile residual stress also acts, so repeated loads were applied. In some cases, fatigue cracks are likely to occur from the weld toe, and the weld toe is often the source of fatigue cracks.

このような疲労亀裂の発生を防止するために、止端部形状の改善や、圧縮の残留応力の導入などの方策が知られている。しかし、溶接鋼構造物には多数の溶接止端部が存在するため、溶接止端部ごとに、上記した疲労亀裂の発生を防止する方策を実行することは、多大の労力と時間を必要とし、施工工数の増加や、施工コストの高騰を招く。   In order to prevent the occurrence of such fatigue cracks, measures such as improvement of the shape of the toe portion and introduction of compressive residual stress are known. However, since there are a large number of weld toes in a welded steel structure, it takes a lot of labor and time to implement the above-described measures for preventing the occurrence of fatigue cracks for each weld toe. , Increase in the number of construction steps and increase in construction cost.

そこで、このような疲労亀裂の発生を防止する方策に代えて、使用する鋼板自体の耐疲労特性を向上させて、溶接鋼構造物の耐疲労特性の向上を図ることが考えられている。鋼板自体の耐疲労特性を向上させることにより、疲労亀裂の成長が抑制されて、溶接鋼構造物の疲労寿命の延長が可能となる。   Therefore, it has been considered to improve the fatigue resistance characteristics of the welded steel structure by improving the fatigue resistance characteristics of the steel sheet used in place of measures for preventing the occurrence of such fatigue cracks. By improving the fatigue resistance of the steel plate itself, the growth of fatigue cracks is suppressed and the fatigue life of the welded steel structure can be extended.

このような要望に対し、例えば特許文献1では、鋼板圧延方向に延在する縞状の第二相が母相内に5〜50%の面積率で散在する微視組織を有し、第二相の硬さHが母相の硬さHより30%以上高い、耐疲労亀裂進展特性の良好な鋼板が提案されている。 In response to such a request, for example, in Patent Document 1, the striped second phase extending in the rolling direction of the steel sheet has a microscopic structure in which the matrix phase is scattered at an area ratio of 5 to 50%. hardness H V phase 30% or higher than the hardness H V of the mother phase, excellent steel fatigue crack growth properties have been proposed.

特許文献1に記載された技術は、母相中に、硬さの高い第二相を分散させ、疲労亀裂が硬い第二相付近に達すると亀裂の伝播が大幅に遅延する現象により、鋼板の耐疲労亀裂伝播特性を向上させるもので、第二相のアスペクト比を4以上とすることが好ましいとしている。このような鋼板を、表面から疲労亀裂が発生し伝播する大型構造物に使用すれば、特別な配慮を必要とせず、高い疲労亀裂伝播阻止特性を大型構造物に付与可能であることが記載されている。   The technique described in Patent Document 1 disperses a high-hardness second phase in the matrix phase, and when a fatigue crack reaches the vicinity of the hard second phase, the propagation of cracks is significantly delayed, and the steel plate It is intended to improve fatigue crack propagation resistance, and the aspect ratio of the second phase is preferably 4 or more. It is described that if such a steel plate is used for a large structure in which fatigue cracks are generated from the surface and propagated, no special consideration is required and a high fatigue crack propagation preventing property can be imparted to the large structure. ing.

また、特許文献2には、質量%で、C:0.015〜0.20%、Si:0.05〜2.0%、Mn:0.1〜2.0%、P:0.05%以下、S:0.02%以下を含有し、残部Feおよび不可避的不純物よりなり、X線で測定した板厚方向の(200)回折強度比が2.0〜15.0で、且つ回復または再結晶フェライト粒の面積率が15〜40%である、板厚方向の疲労き裂伝播速度が低い厚鋼板が記載されている。   Moreover, in patent document 2, it is the mass%, C: 0.015-0.20%, Si: 0.05-2.0%, Mn: 0.1-2.0%, P: 0.05 %, S: 0.02% or less, the balance being Fe and inevitable impurities, the (200) diffraction intensity ratio in the plate thickness direction measured by X-ray is 2.0 to 15.0, and recovery Alternatively, a thick steel plate having a low fatigue crack propagation rate in the thickness direction in which the area ratio of recrystallized ferrite grains is 15 to 40% is described.

特開平7−90478号公報JP-A-7-90478 特開平8−199286号公報JP-A-8-199286

しかしながら、特許文献1に記載された技術では、疲労亀裂伝播速度を低くし、疲労亀裂の伝播を著しく遅滞させるため、母相に比べ第二相の硬さを高くし、多量に分散させることが必要で、鋼板の延性、靭性の低下が著しくなるという問題が生じる。鋼板の延性、靭性の低下は、多量の合金元素の含有で防止できる場合もあるが、材料コストの高騰を招くという問題を避けられない。   However, in the technique described in Patent Document 1, in order to reduce the fatigue crack propagation rate and significantly delay the propagation of fatigue cracks, the hardness of the second phase can be increased compared to the parent phase and dispersed in a large amount. Necessary, there arises a problem that the ductility and toughness of the steel sheet are significantly lowered. Although reduction of the ductility and toughness of the steel sheet may be prevented by the inclusion of a large amount of alloy elements, the problem of incurring an increase in material costs is inevitable.

また、特許文献2に記載された技術では、板厚方向の(200)回折強度比を2.0以上とし、すなわち、(100)面が板面に平行に揃った集合組織を発達させ、疲労亀裂先端で種々のすべり系を活動させ転位同士の干渉を生じさせ、亀裂の伝播を抑制して板厚方向の疲労亀裂伝播速度を低くしている。しかし、(100)面は劈開面であり、板面に平行に(100)面が揃った厚鋼板では、板厚方向の靭性が劣化するという問題を残していた。   Further, in the technique described in Patent Document 2, the (200) diffraction intensity ratio in the plate thickness direction is set to 2.0 or more, that is, a texture in which the (100) plane is aligned parallel to the plate surface is developed, and fatigue Various slip systems are activated at the crack tip, causing interference between dislocations, suppressing crack propagation and reducing the fatigue crack propagation rate in the plate thickness direction. However, the (100) plane is a cleavage plane, and the thick steel plate having the (100) plane parallel to the plate surface has a problem that the toughness in the plate thickness direction deteriorates.

更に、特許文献1、2記載の技術では、疲労亀裂伝播速度は低減するが、トータルの疲労寿命は顕著には増加しない。   Furthermore, in the techniques described in Patent Documents 1 and 2, the fatigue crack propagation speed is reduced, but the total fatigue life is not significantly increased.

本発明は、かかる従来技術の問題を有利に解決し、溶接鋼構造物用として好適な、板厚方向の耐疲労特性に優れた厚鋼板およびその製造方法を提供することを目的とする。   An object of the present invention is to advantageously solve such problems of the prior art and provide a thick steel plate excellent in fatigue resistance in the thickness direction and suitable for a welded steel structure and a method for producing the same.

本発明者らは、板厚方向の靭性低下を伴うことなく、疲労特性を向上させるため、集合組織に着目して鋭意研究を重ね、以下の知見を得た。
(1)疲労特性を向上させるためには、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲において、板面に平行に(110)面を発達させた組織((110)集合組織と言う場合がある)とすることが有効である。
(2)板厚方向の靭性低下を抑制するためには、上記範囲において板面に平行に、(100)面の発達を抑制した組織とすることが有効である。
(3)板厚方向の靭性低下を伴うことなく、疲労特性を向上させるためには、板厚方向残留応力を導入し、その平均値をできるだけ小さくする(圧縮側にする)ことが、有効である。
In order to improve the fatigue characteristics without accompanying a decrease in toughness in the thickness direction, the present inventors have made extensive studies focusing on the texture and obtained the following knowledge.
(1) In order to improve the fatigue characteristics, the (110) plane is parallel to the plate surface in the range from the position of 2 mm in the plate thickness direction to 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate. It is effective to use an organization that has been developed (sometimes referred to as (110) texture).
(2) In order to suppress a reduction in toughness in the plate thickness direction, it is effective to have a structure in which the development of the (100) plane is suppressed in parallel with the plate surface in the above range.
(3) In order to improve fatigue properties without accompanying toughness reduction in the thickness direction, it is effective to introduce residual stress in the thickness direction and make the average value as small as possible (to the compression side). is there.

また、(4)上記(1)、(2)の特性を備えた集合組織は熱間圧延を鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲が二相温度域となる温度域で、1パス平均の圧下率が3.5%未満となる圧延を、累積圧下率で50%以上となるように行うことで得られ、板厚方向残留応力は累積圧下率50%以上の二相域圧延もしくは熱間圧延後の加速冷却の冷却速度の調整により導入される。   (4) The texture having the characteristics (1) and (2) described above is for hot rolling from a position 2 mm in the thickness direction from both sides or one side of the rolling surface of the steel plate to a 3/10 position of the thickness. In the temperature range where the range is a two-phase temperature range, rolling is performed so that the average reduction rate of one pass is less than 3.5%, so that the cumulative reduction rate is 50% or more. Residual stress is introduced by adjusting the cooling rate of accelerated cooling after two-phase rolling or hot rolling with a cumulative rolling reduction of 50% or more.

なお、本発明は、板厚:50mm以上の鋼板を対象とし、「耐疲労特性に優れた」とは、図1(a)に示す寸法形状の3点曲げ疲労試験片を用いて、応力比が0.1となる条件で疲労試験を実施して、板厚方向の疲労寿命を求め、応力範囲340MPaでの疲労寿命が200万回以上の場合とする。   The present invention is intended for a steel sheet having a thickness of 50 mm or more, and “excellent in fatigue resistance” means that a stress ratio is measured using a three-point bending fatigue test piece having a dimension and shape shown in FIG. The fatigue test is carried out under the condition of 0.1, the fatigue life in the thickness direction is obtained, and the fatigue life in the stress range of 340 MPa is 2 million times or more.

本発明は、上記知見に基づき、さらに検討を加えて完成されたものである。すなわち、本発明の要旨は次のとおりである。
(1)少なくとも、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲に、板面に平行な(110)面のX線強度比が2.0以上となる集合組織を有し、且つ板厚方向圧縮残留応力の平均値が160MPa以上であることを特徴とする板厚方向の耐疲労特性に優れた厚鋼板。
(2)前記集合組織における、板面に平行な(100)面のX線強度比が1.1以下であることを特徴とする(1)に記載の板厚方向の耐疲労特性に優れた厚鋼板。
(3)前記厚鋼板が、質量%で、C:0.03〜0.15%、Si:0.60%以下、Mn:0.80〜1.80%を含み、さらにTi:0.005〜0.050%、Nb:0.001〜0.1%のうちから選ばれた1種または2種を含有し、残部Feおよび不可避的不純物からなる組成を有することを特徴とする(1)または(2)に記載の板厚方向の耐疲労特性に優れた厚鋼板。
(4)前記組成に加えてさらに、質量%で、Cu:2.0%以下、Ni:2.0%以下、Cr:0.6%以下、Mo:0.6%以下、V:0.2%以下、W:0.5%以下、Zr:0.5%以下、B:0.0050%以下のうちから選ばれた1種または2種以上を含有することを特徴とする(3)に記載の板厚方向の耐疲労特性に優れた厚鋼板。
(5)前記組成に加えてさらに、質量%で、Al:0.1%以下を含有する組成とすることを特徴とする(3)または(4)に記載の板厚方向の耐疲労特性に優れた厚鋼板。
(6)(3)乃至(5)のいずれか一つに記載の組成を有する鋼素材を加熱し熱間圧延を施して厚鋼板とするにあたり、前記熱間圧延が、オーステナイト部分再結晶温度以上の温度域で累積圧下率:10%以上とする第一の圧延と、前記厚鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までに相当する範囲が二相組織となる温度域で、各パスの平均圧下率が3.5%未満でかつ累積圧下率:50%以上となる第二の圧延を有し、鋼板表面温度で600℃以上で熱間圧延終了後、1℃/s以上の冷却速度の加速冷却を施し、400℃以下まで冷却することを特徴とする板厚方向の耐疲労特性に優れた厚鋼板の製造方法。
The present invention has been completed based on the above findings and further studies. That is, the gist of the present invention is as follows.
(1) The X-ray intensity ratio of the (110) plane parallel to the plate surface is 2 at least in the range from the position 2 mm in the plate thickness direction to the 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate. A thick steel plate having excellent texture resistance in the plate thickness direction, having a texture of 0.0 or more and having an average value of compressive residual stress in the plate thickness direction of 160 MPa or more.
(2) In the texture, the X-ray intensity ratio of the (100) plane parallel to the plate surface is 1.1 or less, and excellent in fatigue resistance in the plate thickness direction according to (1) Thick steel plate.
(3) The said thick steel plate contains C: 0.03-0.15%, Si: 0.60% or less, Mn: 0.80-1.80% by mass%, and also Ti: 0.005 -0.050%, Nb: containing one or two selected from 0.001 to 0.1%, and having a composition comprising the balance Fe and inevitable impurities (1) Or the thick steel plate excellent in the fatigue resistance of the thickness direction as described in (2).
(4) In addition to the above composition, Cu: 2.0% or less; Ni: 2.0% or less; Cr: 0.6% or less; Mo: 0.6% or less; 2 or less, W: 0.5% or less, Zr: 0.5% or less, and B: 0.0050% or less, containing one or more selected from (3) A steel plate with excellent fatigue resistance in the thickness direction as described in 1.
(5) In addition to the above composition, the composition further contains Al: 0.1% or less by mass%, and the fatigue resistance property in the thickness direction according to (3) or (4) Excellent thick steel plate.
(6) When the steel material having the composition according to any one of (3) to (5) is heated and hot-rolled to obtain a thick steel plate, the hot-rolling is performed at an austenite partial recrystallization temperature or higher. In the temperature range, the rolling reduction ratio is 10% or more, and the range corresponding to the position from 2 mm to 3/10 position of the sheet thickness in the sheet thickness direction from both sides or one side of the rolled surface of the thick steel sheet. In the temperature range in which a two-phase structure is formed, the average rolling reduction of each pass is less than 3.5%, and the cumulative rolling reduction is 50% or more. A method for producing a thick steel plate having excellent fatigue resistance in the thickness direction, characterized by performing accelerated cooling at a cooling rate of 1 ° C./s or more after completion of cold rolling and cooling to 400 ° C. or less.

本発明によれば、板厚方向の耐疲労特性に優れた板厚50mm以上の厚鋼板を延性、靭性を損なわずに、容易に、しかも安価に製造でき、産業上格段の効果を奏する。   According to the present invention, a thick steel plate having a thickness of 50 mm or more that has excellent fatigue resistance in the thickness direction can be easily and inexpensively manufactured without impairing ductility and toughness, and has a remarkable industrial effect.

疲労試験に使用する3点曲げ試験片の寸法形状を説明する模式図。The schematic diagram explaining the dimension shape of the 3 point | piece bending test piece used for a fatigue test. 板厚方向断面における、進展する疲労亀裂先端でのすべりの発生状況を説明する模式図。The schematic diagram explaining the generation | occurrence | production state of the slip in the fatigue crack tip which progresses in a sheet thickness direction cross section.

以下、本発明で規定する組織、板厚方向圧縮残留応力、好ましい成分組成、製造条件について説明する。
[組織]
本発明に係る厚鋼板は少なくとも鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲において、板面に平行な(110)面のX線強度比が2.0以上となる集合組織を有する。
Hereinafter, the structure, the thickness direction compressive residual stress, the preferred component composition, and the production conditions defined in the present invention will be described.
[Organization]
The steel plate according to the present invention has an X-ray intensity of (110) plane parallel to the plate surface at least in the range from 2 mm in the plate thickness direction to 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate. It has a texture with a ratio of 2.0 or more.

板厚方向に進展する疲労亀裂(亀裂面が板厚面)の進展(伝播)を抑制するために、(110)面を、亀裂面(板厚面)から90°傾けた組織、すなわち、板面に平行に(110)面を集積させた組織((110)集合組織)とし、X線強度比を2.0以上とする。   In order to suppress the progress (propagation) of fatigue cracks that propagate in the plate thickness direction (the crack surface is the plate thickness surface), a structure in which the (110) surface is inclined by 90 ° from the crack surface (plate thickness surface), that is, a plate A structure ((110) texture) in which the (110) planes are accumulated parallel to the plane is set, and the X-ray intensity ratio is set to 2.0 or more.

図2は板厚方向断面における、進展する疲労亀裂先端でのすべりの発生状況を説明する模式図である。一般に、疲労亀裂は、繰返し応力の作用により、亀裂先端で、剪断応力が最大となる亀裂面から45°程度傾いた面で不可逆なすべりが生じ、それが蓄積して進展していく(亀裂先端の応力場と結晶方位の関係で剪断応力が最も高くなるすべり系(すべり面すべり方向)ですべり変形が生じ、亀裂が進展していく)。   FIG. 2 is a schematic diagram for explaining the occurrence of slip at the tip of a progressing fatigue crack in the cross section in the thickness direction. Generally, fatigue cracks cause irreversible slip at the crack tip at a crack angle of about 45 ° from the crack surface where the shear stress is maximum due to the action of repeated stress, which accumulates and propagates (crack tip). In the slip system (slip direction in the slip plane) where the shear stress is the highest due to the relationship between the stress field and the crystal orientation, slip deformation occurs and the crack progresses.

従って、体心立方(bcc)構造鋼板の主すべり面である(110)面を、亀裂面から90°傾けると、剪断応力が最大となる。例えば、亀裂面から45°程度傾いた面でのすべりが抑制される。   Therefore, when the (110) plane, which is the main sliding surface of the body-centered cubic (bcc) structural steel plate, is tilted by 90 ° from the crack plane, the shear stress becomes maximum. For example, slipping on a surface inclined by about 45 ° from the crack surface is suppressed.

また、板面に平行な(110)面のX線強度比が2.0未満では疲労亀裂伝播速度を低下させて、板厚方向の疲労特性を向上させる効果が十分得られないので、2.0以上とする。なお、板面に平行な(110)面のX線強度比とは、ランダムな方位を有する鋼板における板面に平行な(110)面からのX線強度を基準とし、それに対する、板面に平行に存在する(110)面からのX線強度の比をいう。板面に平行な(110)面のX線強度比が2.0以上とは、ランダムな結晶方位を有する鋼板に比して、板面に平行な(110)面が2.0倍以上に高く集積して、(110)集合組織を形成していることを意味する。   Further, if the X-ray intensity ratio of the (110) plane parallel to the plate surface is less than 2.0, the effect of reducing the fatigue crack propagation rate and improving the fatigue characteristics in the plate thickness direction cannot be obtained sufficiently. 0 or more. The X-ray intensity ratio of the (110) plane parallel to the plate surface is based on the X-ray intensity from the (110) plane parallel to the plate surface in the steel plate having a random orientation, The ratio of the X-ray intensity from the (110) plane existing in parallel. The X-ray intensity ratio of the (110) plane parallel to the plate surface is 2.0 or more means that the (110) plane parallel to the plate surface is 2.0 times or more compared to a steel plate having a random crystal orientation. It means that it is highly accumulated and forms a (110) texture.

本発明に係る厚鋼板は、板面に平行な(110)面のX線強度比が2.0以上となる集合組織を、少なくとも、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲に備える。   The steel plate according to the present invention has a texture in which the X-ray intensity ratio of the (110) plane parallel to the plate surface is 2.0 or more, at least 2 mm in the plate thickness direction from both sides or one side of the rolled surface of the steel plate. Prepare for the range from the position to the 3/10 position of the plate thickness.

板厚方向に伝播する疲労亀裂は、鋼板表面近傍の応力集中部、たとえば表面に取り付けられた部材等の溶接部から発生するが、当該部位、特に鋼板表面から2mm迄の部位においては、部材等の取り付けのための溶接熱により付与された集合組織が消失してしまう。   Fatigue cracks propagating in the plate thickness direction are generated from stress-concentrated portions in the vicinity of the steel plate surface, for example, welds such as members attached to the surface. The texture imparted by the welding heat for attaching the metal will disappear.

一方、板厚中央部まで進展した疲労亀裂は、亀裂が大きくなっており、亀裂先端の応力拡大係数が大きく、繰返し荷重1サイクル当たりの疲労亀裂進展量が大きくなり、(110)集合組織の存在による疲労亀裂伝播速度の低減効果がほとんど得られない。   On the other hand, the fatigue crack that has propagated to the center of the plate thickness is large, the stress intensity factor at the crack tip is large, the amount of fatigue crack growth per cycle is large, and the presence of (110) texture The effect of reducing the fatigue crack propagation rate due to is hardly obtained.

従って、上記集合組織を、少なくとも鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲に形成する。但し、鋼板全体を(110)集合組織としても本発明の作用効果は損なわれず、本発明に係る厚鋼板は板厚方向全体を上記集合組織とすることを妨げるものではない。   Therefore, the texture is formed in a range from a position of 2 mm in the sheet thickness direction from at least one side or one side of the rolled surface of the steel sheet to a 3/10 position of the sheet thickness. However, the effect of the present invention is not impaired even if the entire steel sheet is made into a (110) texture, and the thick steel sheet according to the present invention does not prevent the entire texture in the thickness direction from being the texture.

体心立方(bcc)構造鋼板では、(100)面は劈開面であり、板面に平行な(100)面の存在は、板厚方向の靭性を低下させ、(100)面が板面に平行に発達すると、(110)集合組織の形成を阻害するので、少なくとも鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲において、板面に平行な(100)面のX線強度比を1.1以下、好ましくは可能な限り低減する。なお、板面に平行な(100)面のX線強度比とは、ランダムな方位を有する鋼板における板面に平行な(100)面からのX線強度を基準とし、それに対する、板面に平行に存在する(100)面からのX線強度の比をいう。板面に平行な(100)面のX線強度比が1.1以下とは、ランダムな方位を有する鋼板に比して、板面に平行な(100)面の集積が1.1倍以下であり、(100)集合組織をほとんど形成していないことを意味する。   In the body-centered cubic (bcc) structure steel plate, the (100) plane is a cleavage plane, and the presence of the (100) plane parallel to the plate surface reduces the toughness in the plate thickness direction, and the (100) plane becomes the plate surface. When it develops in parallel, the formation of (110) texture is inhibited, so at least in the range from 2 mm in the thickness direction to the 3/10 position of the plate thickness from both sides or one side of the rolled surface of the plate. The X-ray intensity ratio of the parallel (100) plane is 1.1 or less, preferably reduced as much as possible. The X-ray intensity ratio of the (100) plane parallel to the plate surface is based on the X-ray intensity from the (100) plane parallel to the plate surface in a steel plate having a random orientation, The ratio of X-ray intensity from (100) planes existing in parallel. The X-ray intensity ratio of the (100) plane parallel to the plate surface is 1.1 or less means that the accumulation of the (100) plane parallel to the plate surface is 1.1 times or less compared to the steel plate having a random orientation. It means that (100) texture is hardly formed.

[板厚方向圧縮残留応力]
板厚方向の圧縮残留応力は、板厚方向の靭性低下抑制および板厚方向の疲労亀裂伝播速度低減に有効であるが、160MPa未満では、前述した、優れた耐疲労特性が得られないため、160MPa以上とする。板厚方向圧縮残留応力の平均値は、X線測定により板厚方向(亀裂伝播方向)の残留応力を板厚方向に4mmピッチで測定し、その圧縮側の値(マイナス側の値)の平均値の絶対値とした。
[Thickness direction compressive residual stress]
The compressive residual stress in the plate thickness direction is effective for suppressing toughness reduction in the plate thickness direction and reducing the fatigue crack propagation rate in the plate thickness direction, but if it is less than 160 MPa, the excellent fatigue resistance characteristics described above cannot be obtained. 160 MPa or more. The average value of compressive residual stress in the plate thickness direction is measured by X-ray measurement of the residual stress in the plate thickness direction (crack propagation direction) at a pitch of 4 mm in the plate thickness direction. The absolute value was taken.

本発明に係る厚鋼板に溶接鋼構造物用としての強度と靭性(引張強さTS:490MPa以上、−40℃における吸収エネルギー:200J以上)を兼備させるための、好ましい、成分組成と製造条件は以下の様である。
[成分組成] 説明において%は質量%とする。
The preferred component composition and production conditions for combining the steel plate according to the present invention with strength and toughness for welded steel structures (tensile strength TS: 490 MPa or more, absorbed energy at −40 ° C .: 200 J or more) are as follows: It is as follows.
[Component Composition] In the description, “%” is “mass%”.

C:0.03〜0.15%
Cは、鋼の強度を増加させる作用を有する元素であり、所望の高強度を確保するためには、0.03%以上含有することが好ましいが、0.15%を超えて含有すると、溶接熱影響部靭性が低下する。このため、Cは0.03〜0.15%の範囲に限定することが好ましい。
C: 0.03-0.15%
C is an element having an effect of increasing the strength of steel, and in order to ensure a desired high strength, it is preferably contained in an amount of 0.03% or more. Heat-affected zone toughness decreases. For this reason, it is preferable to limit C to 0.03 to 0.15% of range.

Si:0.60%以下
Siは、脱酸剤として作用するとともに、固溶して鋼の強度を増加させる作用を有する元素である。このような効果を得るためには、0.01%以上含有することが望ましい。一方、0.60%を超える含有は、溶接熱影響部靭性を低下させる。このため、Siは0.60%以下に限定することが好ましい。なお、より好ましくは0.50%以下である。
Si: 0.60% or less Si is an element that acts as a deoxidizer and has a function of increasing the strength of steel by solid solution. In order to acquire such an effect, it is desirable to contain 0.01% or more. On the other hand, the content exceeding 0.60% lowers the weld heat affected zone toughness. For this reason, it is preferable to limit Si to 0.60% or less. In addition, More preferably, it is 0.50% or less.

Mn:0.80〜1.80%
Mnは、鋼の強度を増加させる作用を有する元素であり、所望の高強度を確保するためには、0.80%以上含有することが好ましいが、1.80%を超えて含有すると、母材靭性の低下が懸念される。このため、Mnは0.80〜1.80%の範囲に限定することが好ましい。なお、より好ましくは0.9〜1.60%である。
Mn: 0.80 to 1.80%
Mn is an element that has the effect of increasing the strength of steel. In order to ensure the desired high strength, Mn is preferably contained in an amount of 0.80% or more, but if contained in excess of 1.80%, There is concern about a reduction in material toughness. For this reason, Mn is preferably limited to a range of 0.80 to 1.80%. In addition, More preferably, it is 0.9 to 1.60%.

Ti:0.005〜0.050%、Nb:0.001〜0.1%のうちから選ばれた1種または2種
Ti、Nbは、析出強化を介して強度を増加させるとともに、加熱時のオーステナイト粒の成長を抑制し鋼板組織の微細化に寄与する元素であり、本発明では1種または2種を含有する。
One or two selected from Ti: 0.005 to 0.050% and Nb: 0.001 to 0.1% Ti and Nb increase the strength through precipitation strengthening and at the time of heating Is an element that suppresses the growth of the austenite grains and contributes to the refinement of the steel sheet structure. In the present invention, it contains one or two kinds.

Tiは、炭化物、窒化物を形成し、鋼板製造時のオーステナイト粒の微細化に寄与するとともに、溶接熱影響部の結晶粒粗大化を抑制し、溶接熱影響部靭性を向上させる。このような効果を得るためには、0.005%以上含有することが好ましい。一方、0.050%を超える含有は、靭性を低下させる。このため、Tiは0.005〜0.050%の範囲に限定することが好ましい。なお、より好ましくは0.005〜0.02%である。   Ti forms carbides and nitrides, contributes to the refinement of austenite grains during steel plate production, suppresses crystal grain coarsening in the weld heat affected zone, and improves the weld heat affected zone toughness. In order to acquire such an effect, it is preferable to contain 0.005% or more. On the other hand, the content exceeding 0.050% reduces toughness. For this reason, Ti is preferably limited to a range of 0.005 to 0.050%. In addition, More preferably, it is 0.005 to 0.02%.

Nbは、Tiと同様に、析出強化を介して強度を増加させ、さらに組織を微細化するとともに、オーステナイトの再結晶を抑制し、所望の組織を形成するための圧延による効果を促進する作用を有する。このような効果を得るためには、0.001%以上含有することが好ましいが、0.1%を超える含有は、組織が針状化し靭性が低下する傾向となる。このため、Nbは0.001〜0.1%の範囲に限定することが好ましい。なお、より好ましくは0.02〜0.05%である。   Nb, like Ti, increases the strength through precipitation strengthening, further refines the structure, suppresses recrystallization of austenite, and promotes the effect of rolling to form the desired structure. Have. In order to acquire such an effect, it is preferable to contain 0.001% or more, but when it exceeds 0.1%, the structure tends to become needle-like and the toughness tends to decrease. For this reason, Nb is preferably limited to a range of 0.001 to 0.1%. In addition, More preferably, it is 0.02 to 0.05%.

更に特性を向上させる場合、上記基本成分に加えて、Cu、Ni、Cr、Mo、V、W、Zr、B、Alの1種または2種以上を含有することができる。   Furthermore, when improving a characteristic, in addition to the said basic component, 1 type (s) or 2 or more types of Cu, Ni, Cr, Mo, V, W, Zr, B, and Al can be contained.

Cu:2.0%以下、Ni:2.0%以下、Cr:0.6%以下、Mo:0.6%以下、V:0.2%以下、W:0.5%以下、Zr:0.5%以下、B:0.0050%以下の1種または2種以上
Cu、Ni、Cr、Mo、V、W、Zr、Bは、鋼の強度および靭性を向上させる元素で、所望する特性に応じて1種または2種以上を含有する。
Cu: 2.0% or less, Ni: 2.0% or less, Cr: 0.6% or less, Mo: 0.6% or less, V: 0.2% or less, W: 0.5% or less, Zr: 0.5% or less, B: One or more of 0.0050% or less Cu, Ni, Cr, Mo, V, W, Zr, B are elements that improve the strength and toughness of steel, and are desired It contains 1 type or 2 types or more depending on the characteristics.

Cuは、主として析出強化を介して鋼の強度増加に寄与する。このような効果を得るためには、0.05%以上含有することが望ましいが、2.0%を超える含有は、析出強化が過多となり、靭性が低下する。このため、含有する場合には、Cuは2.0%以下に限定することが好ましい。なお、より好ましくは0.35%以下である。   Cu contributes to the strength increase of steel mainly through precipitation strengthening. In order to obtain such an effect, it is desirable to contain 0.05% or more. However, if it exceeds 2.0%, precipitation strengthening is excessive and toughness decreases. For this reason, when it contains, it is preferable to limit Cu to 2.0% or less. In addition, More preferably, it is 0.35% or less.

Niは、鋼の強度を増加するとともに、靭性向上にも寄与する。また、Niは、Cuによる熱間圧延時の割れを防止するために有効に作用する。このような効果を得るためには、0.05%以上含有することが望ましい。しかし、2.0%を超えて多量に含有しても、効果が飽和し含有量に見合う効果が期待できなくなり経済的に不利となるとともに、Niは高価な元素であり多量の含有は材料コストの高騰を招く。このため、含有する場合には、Niは2.0%以下に限定することが好ましい。なお、より好ましくは0.1%以上である。   Ni increases the strength of the steel and contributes to improved toughness. Ni acts effectively to prevent cracking during hot rolling with Cu. In order to acquire such an effect, it is desirable to contain 0.05% or more. However, even if it is contained in a large amount exceeding 2.0%, the effect is saturated and an effect commensurate with the content cannot be expected and it is economically disadvantageous, and Ni is an expensive element. Invite the soaring. For this reason, when it contains, it is preferable to limit Ni to 2.0% or less. In addition, More preferably, it is 0.1% or more.

Crは、パーライト量を増加させ、鋼の強度増加に寄与する。このような効果を得るためには、0.01%以上含有することが望ましいが、0.6%を超える含有は、溶接部の靭性を低下させる。このため、含有する場合には、Crは0.6%以下に限定することが好ましい。なお、より好ましくは0.01〜0.2%である。   Cr increases the amount of pearlite and contributes to an increase in steel strength. In order to acquire such an effect, it is desirable to contain 0.01% or more, but inclusion exceeding 0.6% reduces the toughness of a welded part. For this reason, when it contains, it is preferable to limit Cr to 0.6% or less. In addition, More preferably, it is 0.01 to 0.2%.

Moは、鋼の強度増加に寄与する。このような効果を得るためには、0.01%以上含有することが望ましいが、0.6%を超える含有は、溶接部の靭性を低下させる。このため、含有する場合には、Moは0.6%以下に限定することが好ましい。なお、より好ましくは0.01〜0.08%である。   Mo contributes to an increase in steel strength. In order to acquire such an effect, it is desirable to contain 0.01% or more, but inclusion exceeding 0.6% reduces the toughness of a welded part. For this reason, when it contains, it is preferable to limit Mo to 0.6% or less. In addition, More preferably, it is 0.01 to 0.08%.

Vは、固溶強化、析出強化を介して鋼の強度増加に寄与する。このような効果を得るためには、0.05%以上含有することが望ましいが、0.2%を超える含有は、母材靭性および溶接性を顕著に低下させる。このため、Vは0.2%以下に限定することが好ましい。なお、より好ましくは0.05〜0.1%である。   V contributes to increasing the strength of steel through solid solution strengthening and precipitation strengthening. In order to acquire such an effect, it is desirable to contain 0.05% or more, but inclusion exceeding 0.2% significantly reduces the base metal toughness and weldability. For this reason, it is preferable to limit V to 0.2% or less. In addition, More preferably, it is 0.05 to 0.1%.

Wは、鋼の強度増加、とくに高温の強度増加に寄与する。このような効果を得るためには、0.1%以上含有することが望ましいが、0.5%を超える多量の含有は、溶接部の靭性を低下させる。また、高価なWの多量含有は材料コストの高騰を招く。このため、含有する場合には、Wは0.5%以下に限定することが好ましい。なお、より好ましくは0.2〜0.4%である。   W contributes to an increase in the strength of steel, particularly at a high temperature. In order to acquire such an effect, it is desirable to contain 0.1% or more, but if it contains more than 0.5%, the toughness of the welded portion is lowered. In addition, a large amount of expensive W causes a material cost to rise. For this reason, when contained, W is preferably limited to 0.5% or less. In addition, More preferably, it is 0.2 to 0.4%.

Zrは、鋼の強度増加に寄与するとともに、亜鉛めっき処理材における耐めっき割れ性を向上させる。このような効果を得るためには0.01%以上含有することが望ましいが、0.5%を超える含有は、溶接部靭性を低下させる。このため、含有する場合には、0.5%以下に限定することが好ましい。なお、より好ましくは0.01〜0.1%である。   Zr contributes to increasing the strength of steel and improves the resistance to plating cracking in the galvanized material. In order to acquire such an effect, it is desirable to contain 0.01% or more, but inclusion exceeding 0.5% lowers the toughness of the weld. For this reason, when it contains, it is preferable to limit to 0.5% or less. In addition, More preferably, it is 0.01 to 0.1%.

Bは、焼入れ性の向上を介し鋼の強度増加に寄与するとともに、圧延中にBNとして析出し、圧延後のフェライト粒の微細化に寄与する。このような効果を得るためには、0.0010%以上含有することが望ましいが、0.0050%を超える含有は靭性を劣化させる。このため、含有する場合には、Bは0.0050%以下に限定することが好ましい。なお、より好ましくは0.0010〜0.0035%である。   B contributes to an increase in the strength of the steel through improvement of hardenability and also precipitates as BN during rolling and contributes to refinement of ferrite grains after rolling. In order to acquire such an effect, it is desirable to contain 0.0010% or more, but inclusion exceeding 0.0050% deteriorates toughness. For this reason, when it contains, it is preferable to limit B to 0.0050% or less. More preferably, it is 0.0010 to 0.0035%.

Al:0.1%以下
Alは、脱酸剤として作用するとともに、結晶粒の微細化にも寄与し、このような効果を得るためには、0.015%以上含有することが望ましいが、0.1%を超える過剰の含有は、靭性の低下に繋がる。このため、含有する場合には、Alは0.1%以下に限定した。なお、好ましくは0.08%以下である。
Al: 0.1% or less Al acts as a deoxidizer and contributes to the refinement of crystal grains, and in order to obtain such an effect, it is desirable to contain 0.015% or more, An excessive content exceeding 0.1% leads to a decrease in toughness. For this reason, when it contained, Al was limited to 0.1% or less. In addition, Preferably it is 0.08% or less.

上記した成分以外の残部は、Feおよび不可避的不純物で、P:0.035%以下、S:0.035%以下、N:0.012%以下が許容できる。   The balance other than the above components is Fe and inevitable impurities, and P: 0.035% or less, S: 0.035% or less, and N: 0.012% or less are acceptable.

[製造条件]
スラブ等の鋼素材の製造方法は、とくに限定しない。上記組成の溶鋼を、転炉等の常用の溶製炉を用いて溶製し、連続鋳造法等の常用の方法で、スラブ等の鋼素材とし、900〜1350℃の温度に加熱する。
[Production conditions]
The manufacturing method of steel materials, such as a slab, is not specifically limited. The molten steel having the above composition is melted using a conventional melting furnace such as a converter, and is made into a steel material such as a slab by a conventional method such as a continuous casting method, and heated to a temperature of 900 to 1350 ° C.

加熱温度が900℃未満では、所望の熱間圧延が困難となる。一方、1350℃を超える加熱温度では、表面酸化が顕著となり、また、結晶粒の粗大化が顕著となる。このため、鋼素材の加熱温度は、900〜1350℃の範囲の温度に限定することが好ましい。なお、より好ましくは、靭性向上の観点から、1150℃以下である。   If heating temperature is less than 900 degreeC, desired hot rolling will become difficult. On the other hand, when the heating temperature exceeds 1350 ° C., the surface oxidation becomes remarkable and the coarsening of the crystal grains becomes remarkable. For this reason, it is preferable to limit the heating temperature of a steel raw material to the temperature of the range of 900-1350 degreeC. More preferably, it is 1150 ° C. or less from the viewpoint of improving toughness.

加熱された鋼素材に、熱間圧延を施す。熱間圧延は第一の圧延と、第二の圧延を備え、第一の圧延は、オーステナイト部分再結晶温度以上の温度域(上記成分組成の場合、オーステナイト部分再結晶温度以上の温度域は、表面温度で1000〜850℃)で累積圧下率10%以上とする。オーステナイト粒が少なくとも部分的に再結晶するため、鋼板組織を微細かつ均一にすることができる。なお、少なくともオーステナイト粒が部分的に再結晶するためには、累積圧下率:10%以上とすることが好ましい。圧延温度域が、オーステナイト未再結晶温度域では、結晶粒の均一化が期待できなくなる。なお、累積圧下率の上限は、第二の圧延の圧下率確保の観点から30%とすることが好ましい。   The heated steel material is hot rolled. The hot rolling includes the first rolling and the second rolling, and the first rolling is a temperature range above the austenite partial recrystallization temperature (in the case of the above component composition, the temperature range above the austenite partial recrystallization temperature is The cumulative rolling reduction is 10% or more at a surface temperature of 1000 to 850 ° C. Since the austenite grains are at least partially recrystallized, the steel sheet structure can be made fine and uniform. In order to at least partially recrystallize the austenite grains, it is preferable that the cumulative rolling reduction is 10% or more. When the rolling temperature range is the austenite non-recrystallization temperature range, it becomes impossible to expect uniform crystal grains. The upper limit of the cumulative rolling reduction is preferably 30% from the viewpoint of securing the rolling reduction of the second rolling.

上記した第一の圧延後、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲が、二相組織となる温度域で、各パスの平均圧下率が3.5%未満かつ累積圧下率:50%以上、圧延終了温度:600℃以上の第二の圧延を施す。   After the first rolling described above, the range from the position of 2 mm in the plate thickness direction to the 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate is the temperature range where the two-phase structure is formed, and the average of each pass Second rolling is performed at a rolling reduction of less than 3.5%, a cumulative rolling reduction of 50% or more, and a rolling end temperature of 600 ° C. or more.

第二の圧延において、各パスの平均圧下率は、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲に剪断歪を導入し、累積圧下率50%以上とし、圧延終了温度:600℃以上とした場合に、板面に平行な(110)面のX線強度比が2.0以上の(110)集合組織を形成するため、3.5%未満とする。
累積圧下率が50%未満では、板面に平行な(110)面のX線強度比が2.0以上とすることができない。
In the second rolling, the average reduction ratio of each pass is determined by introducing shear strain in the range from the position of 2 mm in the sheet thickness direction to the position of 3/10 of the sheet thickness from both sides or one side of the rolled surface of the sheet. 2. When the rate is 50% or more and the rolling end temperature is 600 ° C. or more, an (110) texture whose X-ray intensity ratio of the (110) plane parallel to the plate surface is 2.0 or more is formed. Less than 5%.
If the cumulative rolling reduction is less than 50%, the X-ray intensity ratio of the (110) plane parallel to the plate surface cannot be made 2.0 or more.

なお、上記組成範囲の場合、表面温度が900〜600℃の温度域で鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲が略二相組織となる。圧延終了温度は表面温度で600℃以上、の温度域の温度とする。   In the case of the above composition range, the range from the position of 2 mm in the sheet thickness direction to the position of 3/10 of the sheet thickness from both sides or one side of the rolled surface of the steel sheet in the temperature range of 900 to 600 ° C. is substantially two-phase. Become an organization. The rolling end temperature is a surface temperature of 600 ° C. or higher.

圧延終了温度が、表面温度で600℃未満では、フェライトに過度の加工歪が導入され靭性が低下するため、600℃以上、好ましくは850〜600℃とする。   If the rolling end temperature is less than 600 ° C. at the surface temperature, excessive work strain is introduced into the ferrite and the toughness is lowered, so that it is 600 ° C. or higher, preferably 850 to 600 ° C.

上記製造方法による厚鋼板は、少なくとも、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲で板面に平行な(100)面のX線強度比が1.1以下となり、板厚方向の靭性劣化が抑制される。   The thick steel plate produced by the above manufacturing method has at least (100) plane X-rays parallel to the plate surface in a range from a position 2 mm in the plate thickness direction to 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate. The strength ratio is 1.1 or less, and toughness deterioration in the thickness direction is suppressed.

熱間圧延では、板厚50mm以上の鋼板とする。板厚が50mm未満では、熱間圧延時に、少なくとも、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲に、(110)集合組織の発達に有効な剪断歪を導入することが困難となる。更に、板厚が50mm未満では、板厚方向圧縮残留応力の導入により鋼板座屈性能の低下が懸念される。以上より、板厚50mm以上の厚鋼板とする。また、熱間圧延は第一の圧延と第二の圧延の他に、これら圧延の作用効果を損なわない範囲で圧延を施しても良い。   In hot rolling, a steel plate having a thickness of 50 mm or more is used. When the plate thickness is less than 50 mm, at the time of hot rolling, the development of (110) texture occurs at least in the range from 2 mm position to 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate in the plate thickness direction. It is difficult to introduce an effective shear strain in the case. Furthermore, if the plate thickness is less than 50 mm, there is a concern that the steel plate buckling performance may be lowered due to the introduction of the plate thickness direction compressive residual stress. From the above, a thick steel plate having a thickness of 50 mm or more is obtained. In addition to the first rolling and the second rolling, the hot rolling may be performed as long as the effects of the rolling are not impaired.

第二の圧延後、冷却速度1℃/s以上で加速冷却を施し、400℃以下まで冷却する。す。冷却速度1℃/s未満で冷却停止温度が400℃を超えると、板厚方向圧縮残留応力の平均値を160MPa以上とすることが困難なため、1℃/s以上、400℃以下とする。なお、より好ましくは、5℃/s以上の冷却速度で350℃以下まで冷却する。   After the second rolling, accelerated cooling is performed at a cooling rate of 1 ° C./s or more, and cooling is performed to 400 ° C. or less. The If the cooling stop temperature exceeds 400 ° C. at a cooling rate of less than 1 ° C./s, it is difficult to set the average value of compressive residual stress in the plate thickness direction to 160 MPa or more. More preferably, it is cooled to 350 ° C. or lower at a cooling rate of 5 ° C./s or higher.

表1に示す組成の鋼素材に、表2に示す条件で熱間圧延を施し、板厚50〜80mmの厚鋼板とした。これら厚鋼板について、組織観察、引張試験、靭性試験、疲労亀裂伝播試験を実施した。表2に熱間圧延条件に併せてこれらの試験結果を示す。   The steel material having the composition shown in Table 1 was hot-rolled under the conditions shown in Table 2 to obtain a thick steel plate having a thickness of 50 to 80 mm. These thick steel plates were subjected to a structure observation, a tensile test, a toughness test, and a fatigue crack propagation test. Table 2 shows these test results together with the hot rolling conditions.

(1)組織観察
得られた厚鋼板の板厚の1/4位置(表面から板厚方向に2mm〜板厚の3/10位置の範囲の代表)から、板面に平行に組織観察用試験片(大きさ:厚さ1.5mm×幅25mm×長さ30mm)を採取し、X線回折法により、板面に平行な(110)面および(100)面のX線回折強度を求めた。得られたX線強度と、ランダム試験片の(110)面および(100)面のX線回折強度との比を、それぞれ、板面に平行な(110)面のX線強度比、板面に平行な(100)面のX線強度比とした。
(2)残留応力測定
得られた厚鋼板から、X線残留応力測定用試験片(大きさ:板厚(鋼板元厚まま)×12.5mm×300mm[板厚方向寸法×圧延直角方向寸法×圧延方向寸法])を採取し、測定面[12.5mm×300mmの面][圧延直角方向寸法×圧延方向寸法]に電解研磨を施した後、板厚方向に4mmピッチでX線により板厚方向残留応力を測定した。測定された残留応力の内、圧縮側(マイナス側)の値を平均し、その絶対値を、板厚方向圧縮残留応力の平均値とした。
(1) Microstructure observation From the 1/4 position of the thickness of the obtained thick steel plate (representative of the range of 2 mm to 3/10 position of the plate thickness from the surface to the thickness direction), the structure observation test parallel to the plate surface A piece (size: thickness 1.5 mm × width 25 mm × length 30 mm) was sampled, and X-ray diffraction intensities of the (110) plane and (100) plane parallel to the plate surface were determined by X-ray diffraction. . The ratio of the obtained X-ray intensity and the X-ray diffraction intensity of the (110) plane and (100) plane of the random test piece is respectively compared with the X-ray intensity ratio of the (110) plane parallel to the plate plane, the plate plane The X-ray intensity ratio of the (100) plane parallel to.
(2) Residual stress measurement From the obtained thick steel plate, a test piece for X-ray residual stress measurement (size: plate thickness (as the original thickness of the steel plate) x 12.5 mm x 300 mm [plate thickness direction dimension x rolling perpendicular direction dimension x The dimension in the rolling direction]) was collected and subjected to electropolishing on the measurement surface [surface of 12.5 mm × 300 mm] [dimension in the perpendicular direction of rolling × dimension in the rolling direction], and then the plate thickness was measured by X-rays at a pitch of 4 mm in the plate thickness direction. Directional residual stress was measured. Among the measured residual stresses, the values on the compression side (minus side) were averaged, and the absolute value was defined as the average value of the compressive residual stresses in the thickness direction.

(3)引張試験
得られた厚鋼板から、JIS Z 2201(1998)の規定に準拠して、引張方向が鋼板の圧延方向と直角方向となるように、JIS 4号引張試験片(平行部径:14mm)を採取した。試験片の採取位置は、板厚の1/4位置(表面から板厚方向に2mm〜板厚の3/10位置の範囲の代表)とした。引張試験は、JIS Z 2241(1998)に準拠して行い、YS:降伏強さσYSまたは0.2%耐力σ0.2、TS:引張強さσTS、伸びElを求め、静的引張時の引張特性を評価した。
(3) Tensile test JIS No. 4 tensile specimen (diameter of parallel part) was obtained from the obtained thick steel plate in accordance with the provisions of JIS Z 2201 (1998) so that the tensile direction was perpendicular to the rolling direction of the steel plate. : 14 mm). The sampling position of the test piece was a 1/4 position of the plate thickness (representative of a range of 2 mm to 3/10 position of the plate thickness from the surface to the plate thickness direction). The tensile test is performed in accordance with JIS Z 2241 (1998). YS: Yield strength σ YS or 0.2% yield strength σ 0.2 , TS: Tensile strength σ TS , elongation El, static tensile The tensile properties at the time were evaluated.

(4)靭性試験
得られた厚鋼板から、JIS Z 2242(2005)の規定に準拠して、長手方向が圧延方向に平行となるように、Vノッチ試験片を採取し、−40℃における吸収エネルギーを求め、靭性を評価した。なお、Vノッチ試験片は、板厚の1/4位置(表面から板厚方向に2mm〜板厚の3/10位置の範囲の代表とする)から採取した。
(4) Toughness test V-notch test specimens were collected from the obtained thick steel sheets in accordance with the provisions of JIS Z 2242 (2005) so that the longitudinal direction was parallel to the rolling direction, and absorption at −40 ° C. Energy was determined and toughness was evaluated. The V-notch test piece was taken from a 1/4 position of the plate thickness (representing a range of 2 mm to 3/10 position of the plate thickness in the plate thickness direction from the surface).

(5)疲労試験
得られた厚鋼板から、疲労亀裂の伝播方向が板厚方向となるように、疲労試験用試験片(大きさ:板厚(鋼板元厚まま)×12.5mm×300〜350mm[板厚方向寸法×圧延直角方向寸法×圧延方向寸法])を採取した。試験片は、前図1に示す寸法形状の切欠き付き3点曲げ疲労試験片であり、疲労試験時の曲げスパンを板厚の4倍とするため、板厚が50〜65mmの場合、圧延方向寸法を300mm、板厚が80mmの場合、圧延方向寸法を350mmとした。疲労試験は、応力範囲が340MPa、応力比R(=最小荷重/最大荷重)が0.1となる条件で疲労試験を実施して、板厚方向の疲労特性(疲労寿命)を求めた。
(5) Fatigue test From the obtained thick steel plate, a fatigue test specimen (size: plate thickness (the original steel plate thickness)) x 12.5 mm x 300 to be such that the propagation direction of fatigue cracks is the plate thickness direction. 350 mm [size in the plate thickness direction × size in the direction perpendicular to the rolling × size in the rolling direction]) was collected. The test piece is a notched three-point bending fatigue test piece having the dimensions shown in FIG. 1 and the bending span during the fatigue test is 4 times the plate thickness. Therefore, when the plate thickness is 50 to 65 mm, rolling is performed. When the direction dimension was 300 mm and the plate thickness was 80 mm, the rolling direction dimension was 350 mm. In the fatigue test, a fatigue test was performed under the conditions that the stress range was 340 MPa and the stress ratio R (= minimum load / maximum load) was 0.1, and the fatigue characteristics (fatigue life) in the thickness direction were obtained.

得られた疲労寿命が200万回以上である場合を「板厚方向の耐疲労特性に優れる」として○と、それ以外の場合を×とし評価した。なお、試験片の切欠き(ノッチ)は幅0.1mmの機械加工ノッチである。   The case where the obtained fatigue life was 2 million times or more was evaluated as “Excellent in fatigue resistance in the thickness direction”, and the other cases were evaluated as ×. In addition, the notch (notch) of a test piece is a machining notch with a width of 0.1 mm.

本発明例(No.4、7、9、11、14、17)はいずれも、板厚の1/4位置(表面から板厚方向に2mm〜板厚の3/10位置の範囲の代表)で、板面に平行な(110)面のX線強度比が2.0以上、板厚方向圧縮残留応力の平均値が160MPa以上、かつ板面に平行な(100)面のX線強度比が1.1以下となっており、板厚方向の靭性の低下もなく、板厚方向の耐疲労特性に優れた厚鋼板となっている。   Examples of the present invention (Nos. 4, 7, 9, 11, 14, 17) are all 1/4 positions of the plate thickness (representative of a range of 2 mm to 3/10 positions of the plate thickness from the surface to the plate thickness direction). The X-ray intensity ratio of the (110) plane parallel to the plate surface is 2.0 or more, the average value of compressive residual stress in the plate thickness direction is 160 MPa or more, and the X-ray intensity ratio of the (100) plane parallel to the plate surface Is 1.1 or less, and there is no decrease in toughness in the plate thickness direction, and the steel plate is excellent in fatigue resistance in the plate thickness direction.

一方、本発明の範囲を外れる比較例(No.1、2、3、5、6、8、10、12、13、15、16)は、板面に平行な(110)面のX線強度比が2.0未満もしくは板厚方向圧縮残留応力の平均値が160MPa未満となっており、板厚方向の耐疲労特性が劣る。   On the other hand, the comparative examples (No. 1, 2, 3, 5, 6, 8, 10, 12, 13, 15, 16) outside the scope of the present invention are (110) plane X-ray intensity parallel to the plate surface. The ratio is less than 2.0 or the average value of compressive residual stress in the plate thickness direction is less than 160 MPa, and the fatigue resistance in the plate thickness direction is inferior.

Figure 0005906868
Figure 0005906868

Figure 0005906868
Figure 0005906868

Claims (4)

質量%で、C:0.03〜0.15%、Si:0.60%以下、Mn:0.80〜1.80%、Al:0.1%以下を含み、さらにTi:0.005〜0.050%、Nb:0.001〜0.1%のうちから選ばれた1種または2種を含有し、残部Feおよび不可避的不純物からなる組成を有し、
少なくとも、鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までの範囲に、板面に平行な(110)面のX線強度比が2.0以上となる集合組織を有し、且つ板厚方向圧縮残留応力の平均値が160MPa以上であることを特徴とする板厚方向の耐疲労特性に優れた厚鋼板。
In mass%, C: 0.03 to 0.15%, Si: 0.60% or less, Mn: 0.80 to 1.80%, Al: 0.1% or less, and Ti: 0.005 -0.050%, Nb: containing one or two selected from 0.001-0.1%, having a composition consisting of the balance Fe and inevitable impurities,
The X-ray intensity ratio of the (110) plane parallel to the plate surface is 2.0 or more at least in the range from 2 mm in the plate thickness direction to 3/10 position of the plate thickness from both sides or one side of the rolled surface of the steel plate. A thick steel plate having excellent fatigue resistance in the plate thickness direction, having a texture that becomes a mean value and having an average value of compressive residual stress in the plate thickness direction of 160 MPa or more.
前記集合組織における、板面に平行な(100)面のX線強度比が1.1以下であることを特徴とする請求項1に記載の板厚方向の耐疲労特性に優れた厚鋼板。   2. The thick steel plate having excellent fatigue resistance in the thickness direction according to claim 1, wherein an X-ray intensity ratio of a (100) plane parallel to the plate surface in the texture is 1.1 or less. 前記組成に加えてさらに、質量%で、Cu:2.0%以下、Ni:2.0%以下、Cr:0.6%以下、Mo:0.6%以下、V:0.2%以下、W:0.5%以下、Zr:0.5%以下、B:0.0050%以下のうちから選ばれた1種または2種以上を含有する組成とすることを特徴とする請求項1または2に記載の板厚方向の耐疲労特性に優れた厚鋼板。 In addition to the above-mentioned composition, further, by mass, Cu: 2.0% or less, Ni: 2.0% or less, Cr: 0.6% or less, Mo: 0.6% or less, V: 0.2% or less , W: 0.5% or less, Zr: 0.5% or less, B: claim 1, characterized in that a composition containing one or more selected from among 0.0050% or less Or a thick steel plate having excellent fatigue resistance in the thickness direction according to 2 ; 請求項1〜3のいずれか一つに記載の厚鋼板の製造方法であり、鋼素材を加熱し熱間圧延を施して厚鋼板とするにあたり、前記熱間圧延が、オーステナイト部分再結晶温度以上の温度域で累積圧下率:10%以上とする第一の圧延と、前記厚鋼板の圧延面の両側または片側から板厚方向に2mmの位置から板厚の3/10位置までに相当する範囲が二相組織となる温度域で、各パスの平均圧下率が3.5%未満でかつ累積圧下率:50%以上となる第二の圧延を有し、鋼板表面温度で600℃以上で熱間圧延終了後、1℃/s以上の冷却速度の加速冷却を施し、400℃以下まで冷却することを特徴とする板厚方向の耐疲労特性に優れた厚鋼板の製造方法。 It is a manufacturing method of the thick steel plate as described in any one of Claims 1-3 , and when the steel raw material is heated and hot-rolled to make a thick steel plate, the said hot rolling is more than an austenite partial recrystallization temperature. In the temperature range, the rolling reduction ratio is 10% or more, and the range corresponding to the position from 2 mm to 3/10 position of the sheet thickness in the sheet thickness direction from both sides or one side of the rolled surface of the thick steel sheet. In the temperature range in which a two-phase structure is formed, the average rolling reduction of each pass is less than 3.5%, and the cumulative rolling reduction is 50% or more. A method for producing a thick steel plate having excellent fatigue resistance in the thickness direction, characterized by performing accelerated cooling at a cooling rate of 1 ° C./s or more after completion of cold rolling and cooling to 400 ° C. or less.
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