JP2007239049A - High yield ratio high tensile strength steel plate having excellent fatigue crack propagation suppression and toughness in weld heat affected zone - Google Patents

High yield ratio high tensile strength steel plate having excellent fatigue crack propagation suppression and toughness in weld heat affected zone Download PDF

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JP2007239049A
JP2007239049A JP2006064628A JP2006064628A JP2007239049A JP 2007239049 A JP2007239049 A JP 2007239049A JP 2006064628 A JP2006064628 A JP 2006064628A JP 2006064628 A JP2006064628 A JP 2006064628A JP 2007239049 A JP2007239049 A JP 2007239049A
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steel sheet
yield ratio
toughness
bainite
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JP4825025B2 (en
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Yuji Takahashi
祐二 高橋
Seiichi Ogaki
誠一 大垣
Hiromichi Onishi
宏道 大西
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Kobe Steel Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a high yield ratio high tensile strength steel sheet in which fatigue crack propagation resistance can be made more excellent, and further, HAZ (heat affected zone) toughness can be improved as well as possible by suitably prescribing each crystal orientation relation in a steel sheet essentially consisting of bainite. <P>SOLUTION: The high yield ratio high tensile strength steel plate has a suitably prescribed chemical componential composition, and in which PM value prescribed by formula; PM=[C]+[Mn]/30+[Cr]/23+[Mo]/5+[Si]/5+[Cu]/50+[Ni]/50 satisfies <0.27%, and also has a structure essentially consisting of a bainitic phase, where, in the case the regions surrounded by large angle grain boundaries in which the orientation difference between two crystals is ≥15° are crystal grains, the average diameter of the equivalent circle of the crystal grains is ≤15 μm, and the ratio at which the orientation difference between the adjoining crystal grains is 55 to 60° is ≥0.3; wherein, [C], [Mn], [Cr], [Mo], [Si], [Cu] and [Ni] denote the content of each element (mass%), respectively. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、土木、建築、橋梁、海洋構造物、パイプ、船舶、貯蔵、建築機械等の各種用途に用いられる高降伏比高張力鋼板に関するものであり、特に亀裂の進展速度を抑制して良好な疲労寿命を確保すると共に、溶接熱影響部(HAZ)での靭性にも優れたベイナイト相を主体とする高降伏比高張力鋼板に関するものである。   The present invention relates to a high-yield ratio high-tensile steel sheet used in various applications such as civil engineering, architecture, bridges, offshore structures, pipes, ships, storage, construction machinery, etc. The present invention relates to a high-yield-ratio high-tensile steel sheet mainly composed of a bainite phase that has a sufficient fatigue life and is excellent in toughness in a weld heat-affected zone (HAZ).

上記各種用途に適用される構造材料では、繰り返し応力が加わるものが少なくないことから、構造材料の安全性を確保するためには、素材として用いられている鋼板には疲労特性が良好であることが設計上極めて重要である。   There are many structural materials that are applied to the above-mentioned various applications, and many stresses are repeatedly applied. Therefore, in order to ensure the safety of structural materials, the steel sheets used as raw materials must have good fatigue characteristics. Is extremely important in design.

鋼材の疲労過程は、応力集中部での亀裂の発生と、一旦発生した亀裂の進展という2つの過程に大別して考えられる。そして、通常の機械部品では巨視的な亀裂の発生が、使用限界として考えられており、亀裂の進展を許容する設計は殆どされていない。しかしながら、溶接構造物においては、疲労亀裂が発生しても直ちに破壊に至ることはなく、この亀裂が最終段階に至る前に定期検査などで発見され、亀裂の入った部分が修理されるか、或は使用期間内に亀裂が最終破壊に至る長さまでに成長しないならば、亀裂があっても構造物は十分に使用に耐え得ることになる。   The fatigue process of steel materials can be broadly divided into two processes, namely, the generation of cracks in stress-concentrated portions and the progress of cracks once generated. In general machine parts, the occurrence of macroscopic cracks is considered as a use limit, and there is almost no design that allows the cracks to propagate. However, in a welded structure, even if a fatigue crack occurs, it does not immediately break, and before this crack reaches the final stage, it is discovered by periodic inspection etc., and the cracked part is repaired, Or if the crack does not grow to the length that will lead to final failure within the period of use, the structure will be able to withstand sufficient use even if there is a crack.

ところで、溶接構造物では、応力集中部としての溶接止端部や欠陥部が多数存在しており、疲労亀裂の発生を完全に防止することは技術的にも不可能に近く、また経済的にも得策とはいえない。即ち、溶接構造物の疲労寿命を良好にするためには、亀裂の発生そのものを防止するよりも、亀裂が既に存在している状態からの亀裂進展寿命を大幅に延長することが有効であり、そのためには鋼材の亀裂の進展速度をできるだけ遅くするような設計が重要な事項となる。   By the way, in welded structures, there are many weld toes and defects as stress-concentrated parts, and it is almost impossible technically and economically to completely prevent the occurrence of fatigue cracks. Is not a good idea. That is, in order to improve the fatigue life of the welded structure, it is effective to significantly extend the crack propagation life from the state in which the crack already exists, rather than preventing the occurrence of the crack itself. For that purpose, the design which makes the progress rate of the crack of steel materials as slow as possible becomes an important matter.

疲労亀裂進展の速度を抑制する技術としてもこれまで様々なものが提案されており、例えば特許文献1には、硬質相と軟質相の2相組織とし、軟質相/硬質相境界における亀裂の屈曲、停留、分岐によって亀裂進展速度を抑制する技術が提案されている。   Various techniques have been proposed as techniques for suppressing the rate of fatigue crack growth. For example, Patent Document 1 discloses a two-phase structure of a hard phase and a soft phase, and bending of a crack at the soft phase / hard phase boundary. A technique for suppressing the crack growth rate by stopping and branching has been proposed.

しかしながら、この技術では、軟質のフェライト組織を基本的に含む組織とする必要があり、高強度鋼を製造することはできないという問題がある。   However, this technique requires a structure that basically includes a soft ferrite structure, and there is a problem that high-strength steel cannot be manufactured.

疲労亀裂進展抵抗性と結晶方位の関係に関する技術として、例えば特許文献2には、鋼板表面の法線方向をNDとしたとき、α鉄の(100)面がNDと平行な方位{(100)//ND}を有する結晶粒と、α鉄の(111)面がNDと平行な方位{(111)//ND}を有する結晶粒との間の境界が亀裂の進展方向に沿って少なくとも30μmに1箇所以上横切ることや、鋼板表面に平行な測定面で鋼板内部のα(111)面強度比とα(100)面強度比の比が1.25〜2.0とすることによって疲労亀裂進展(伝播)特性に優れた鋼板とすることが提案されている。   As a technique relating to the relationship between fatigue crack growth resistance and crystal orientation, for example, in Patent Document 2, when the normal direction of the steel sheet surface is ND, the (100) plane of α iron is parallel to ND {(100) // The boundary between the crystal grain having ND} and the crystal grain having the orientation {(111) // ND} in which the (111) plane of α iron is parallel to ND is at least 30 μm along the crack propagation direction Or the ratio of the α (111) plane strength ratio and the α (100) plane strength ratio inside the steel plate at the measurement plane parallel to the steel plate surface is 1.25 to 2.0. It has been proposed that the steel sheet has excellent progress (propagation) characteristics.

高い応力下で使用される鋼板であるほど疲労特性に対する関心は高くなるのであるが、上記技術でフェライト組織を主体(例えば、70面積%以上)とするものであるので、引張強さが390〜490MPa程度の強度クラスにしか対応できず、引張強さが570MPa以上の高降伏比高張力鋼板には適用できない。またフェライト組織を主体として高張力化させた場合には、合金元素を多量に添加させて析出強化等で補う必要があるが、それにも限界があり、なにより溶接熱影響部の靭性が劣化してしまうことになる。更に、ベイナイト相を主体とする組織(これを「単にベイナイト組織」と呼ぶことがある)では、オーステナイトと一定の方位関係を持って生成することが知られており、上記技術と同様の手段では、結晶方位を制御することはできない。   The steel sheet used under high stress is more interested in fatigue properties. However, since the ferrite structure is mainly used in the above technique (for example, 70 area% or more), the tensile strength is 390 to 390. It can only deal with a strength class of about 490 MPa and cannot be applied to a high yield ratio high strength steel plate with a tensile strength of 570 MPa or more. In addition, when the tension is increased mainly with a ferrite structure, it is necessary to add a large amount of alloying elements and supplement with precipitation strengthening, etc., but there is a limit, and the toughness of the weld heat affected zone deteriorates. It will end up. Furthermore, it is known that a structure mainly composed of a bainite phase (sometimes referred to simply as “bainite structure”) is generated with a certain orientation relationship with austenite. The crystal orientation cannot be controlled.

特許文献3では、ベイナイト組織またはマルテンサイト組織で、最大引張・圧縮歪で±0.012、繰り返し速度0.5Hz、最大歪までの波数12の漸増・漸減繰り返し負荷を15回与えたときの、1回の最大歪時の応力σ1と15回の最大歪時の応力σ15との比σ1/σ15で示される繰り返し軟化パラメータが0.65以上0.95以下であるような疲労亀裂進展特性に優れた鋼材が提案されている。そして、この技術では、繰り返し軟化については、繰り返し応力が負荷された際の転位の再配列により起こるとされており、亀裂先端の転位密度が高いほど軟化が起こりやすく、疲労亀裂進展抑制に効果があることが示されている。 In Patent Document 3, in a bainite structure or a martensite structure, the maximum tensile / compressive strain is ± 0.012, the repetition rate is 0.5 Hz, and a wave number 12 gradually increasing / gradually decreasing load up to the maximum strain is applied 15 times. Fatigue cracks in which the repeated softening parameter represented by the ratio σ 1 / σ 15 of the stress σ 1 at the time of one maximum strain and the stress σ 15 at the time of the maximum strain of 15 is 0.65 or more and 0.95 or less Steel materials with excellent progress characteristics have been proposed. In this technique, it is said that repeated softening is caused by rearrangement of dislocations when repeated stress is applied, and the higher the dislocation density at the crack tip, the easier the softening occurs, which is effective in suppressing fatigue crack growth. It is shown that there is.

上記技術において、転位密度を高めるためには、実施例に示されているように実質的に直接焼入れや、オンラインで焼入れを行う必要がある。しかしながら、オンラインの熱処理では、生産性が低下することが予想され、またライン上で直接焼入れを行うにしても、転位導入による強度上昇を考慮しなければならないため、強度が高くなり過ぎないように低成分にしなければならないという制約がある。その結果、成分設計における自由度が低いものとなり、その他の特性が劣化することが十分考えられる。また上記のような軟化パラメータが規定範囲内であっても、破面遷移温度vTrsが0℃を超える実施例が存在し、構造物としての特性を十分に満足できない可能性がある。   In the above technique, in order to increase the dislocation density, it is necessary to perform substantially direct quenching or online quenching as shown in the examples. However, with online heat treatment, productivity is expected to decrease, and even if quenching is performed directly on the line, the strength increase due to the introduction of dislocations must be taken into account, so that the strength does not become too high. There is a restriction that it must be a low component. As a result, the degree of freedom in component design is low, and it is considered that other characteristics are deteriorated. Even if the softening parameter as described above is within the specified range, there are examples in which the fracture surface transition temperature vTrs exceeds 0 ° C., and the characteristics as a structure may not be sufficiently satisfied.

一方、上記各種用途に用いられる高張力鋼板は、溶接することによって各種構造物が構築されることになるのであるが、高張力鋼板に要求される特性としては、大入熱溶接を適用したときの溶接熱影響部(HAZ)の靭性が良好であることが必要である。   On the other hand, the high-tensile steel plate used for the above-mentioned various applications is to construct various structures by welding, but as a characteristic required for the high-tensile steel plate, when applying high heat input welding It is necessary that the toughness of the weld heat affected zone (HAZ) is good.

また、地震に対する終局耐力設計の適用に対して、降伏比[降伏強度/引張強さ×100(%)]が小さいこと(即ち、塑性変形能が高いこと)が要求されることもあるが(建築用途の場合、80%以下)、使用鋼材(鋼重)の削減という観点からすれば、用途によっては高降伏(上記降伏比が80以上)であることが好ましい。   In addition, it is sometimes required that the yield ratio [yield strength / tensile strength × 100 (%)] is small (that is, the plastic deformability is high) for the application of ultimate strength design for earthquakes. In the case of building use, 80% or less), and from the viewpoint of reduction of steel materials (steel weight), it is preferable that the yield is high yield (the yield ratio is 80 or more) depending on the use.

例えば、引張強さが570MPa以上の高張力鋼において、HAZ靭性の改善を図る技術として、特許文献4に示されるような技術が提案されている。この技術では、Cを極低としてベイナイト相を基本組織(低温変態ベイナイト組織)とすることによって、大入熱溶接時における島状マルテンサイト相(M−A相)の生成を抑制すると共に、焼入れ性向上元素であるMnおよびCr(必要によってはMo)を所定の関係式を満足するように積極的に添加し、且つ大入熱HAZ靭性を低下する元素であるVおよびNbを所定の関係式を満足するように制御し、更にBを添加するものである。   For example, a technique as shown in Patent Document 4 has been proposed as a technique for improving HAZ toughness in a high-tensile steel having a tensile strength of 570 MPa or more. In this technology, C is extremely low and the bainite phase is made into a basic structure (low temperature transformation bainite structure), thereby suppressing the formation of island martensite phase (MA phase) during high heat input welding and quenching. Active elements Mn and Cr (Mo if necessary) are positively added so as to satisfy the predetermined relational expression, and V and Nb, which are elements that lower the high heat input HAZ toughness, are added to the predetermined relational expression. In order to satisfy the above, B is further added.

Cを極低としてベイナイト組織(以下、「極低Cベイナイト組織」と呼ぶ)にすることは、M−A相の生成を抑制し、大入熱HAZ靭性を向上する上では有効であるが、極低Cベイナイト組織にするだけでは、必ずしもHAZ組織の制御が適正になされるとは言えず、場合によっては十分な大入熱HAZ靭性が得られないことがあった。   Making C a very low bainite structure (hereinafter referred to as “ultra-low C bainite structure”) is effective in suppressing the formation of the MA phase and improving the high heat input HAZ toughness. It cannot be said that the control of the HAZ structure is properly performed only by using the extremely low C bainite structure, and in some cases, sufficient large heat input HAZ toughness may not be obtained.

また特許文献5には、極低C(C含有量:0.03%以下)で、NbやBの量を適正化することによって、冷却速度依存性の少ない(即ち、材質のばらつきの少ない)極低Cベイナイト鋼とする技術が提案されている。またこの技術では、大入熱HAZ靭性を向上するという観点から、酸化物系介在物(Ti,Ca,Al,REMの酸化物)を均一分散させることによってHAZにおける旧オーステナイト粒の粗大化を抑制することも示されている。   Patent Document 5 discloses that the cooling rate dependency is small (ie, the variation in the material is small) by optimizing the amount of Nb and B at an extremely low C (C content: 0.03% or less). A technique for producing extremely low C bainitic steel has been proposed. This technology also suppresses coarsening of prior austenite grains in HAZ by uniformly dispersing oxide inclusions (Ti, Ca, Al, and REM oxides) from the viewpoint of improving high heat input HAZ toughness. It has also been shown to do.

しかしながら、溶接入熱量が大きくなれば、HAZにおける旧オーステナイト粒の粗大化にも限界があり、旧オーステナイト粒の粗大化抑制だけでは、大入熱HAZ靭性が良好にならない場合がある。   However, if the welding heat input becomes large, there is a limit to the coarsening of the prior austenite grains in the HAZ, and the large heat input HAZ toughness may not be improved only by suppressing the coarsening of the prior austenite grains.

また上記のような、HAZ靭性を改良する技術は、前述した疲労亀裂特性については、何ら考慮されておらず、HAZ靭性と疲労亀裂特性の両特性を兼ね備えた技術の確立が望まれているのが実情である。
特許第3298544号公報 特許請求の範囲等 特開2000−17379号公報 特許請求の範囲等 特開2004−27355号公報 特許請求の範囲等 特許第3602471号公報 特許請求の範囲等 特開2000−345239号公報 特許請求の範囲等
In addition, the above-described technology for improving the HAZ toughness is not considered at all for the above-described fatigue crack properties, and it is desired to establish a technology that combines both HAZ toughness and fatigue crack properties. Is the actual situation.
Japanese Patent No. 3298544 Patent Claims etc. JP, 2000-17379, A Claims, etc. JP, 2004-27355, A Claims etc. Japanese Patent No. 3606021 Patent Claim etc. JP, 2000-345239, A Claims etc.

本発明は上記の様な事情に着目してなされたものであって、その目的は、ベイナイトを主体とする鋼板において、各結晶方位関係を適切に規定することによって、疲労亀裂進展抵抗性をより優れたものとすると共に、HAZ靭性をも極力改善することのできる高降伏比高張力鋼板を提供することにある。   The present invention has been made paying attention to the above-mentioned circumstances, and the purpose of the present invention is to further improve fatigue crack propagation resistance by appropriately defining each crystal orientation relationship in a steel sheet mainly composed of bainite. An object of the present invention is to provide a high-yield ratio high-tensile steel sheet that is excellent and can improve HAZ toughness as much as possible.

上記目的を達成することのできた本発明の高降伏比高張力鋼板とは、C:0.01〜0.05%(質量%の意味、以下同じ)、Si:1.0%以下(0%を含まない)、Mn:0.5〜2.0%、P:0.5以下(0%を含まない)、S:0.01%以下(0%を含まない)、Al:0.01〜0.07%、Cr:0.4〜2.0%、Nb:0.001〜0.050%、Ti:0.005〜0.03%、B:0.0005〜0.0030%、Ca:0.0005〜0.005%、N:0.0020〜0.010%を夫々含有すると共に、下記(1)式で規定されるPM値が0.27%未満を満足し、且つベイナイト相を主体とする組織からなり、2つの結晶の方位差が15°以上の大角粒界で囲まれた領域を結晶粒としたとき、当該結晶粒の平均円相当径が15μm以下であって、隣接する結晶粒同士の方位差が55〜60°である割合が0.3以上である点に要旨を有するものである。尚、本発明において、「ベイナイトを主体とする」とは、ベイナイト相が組織中に90面積%以上を占める状態を意味する。
PM=[C]+[Mn]/30+[Cr]/23+[Mo]/5+[Si]/5
+[Cu]/50+[Ni]/50…(1)
但し、[C],[Mn],[Cr],[Mo],[Si],[Cu]および[Ni]は、夫々C,Mn,Cr,Mo,Si,CuおよびNiの含有量(質量%)を示す。
The high-yield-ratio high-tensile steel sheet of the present invention that has achieved the above-mentioned object is: C: 0.01 to 0.05% (meaning mass%, the same shall apply hereinafter), Si: 1.0% or less (0% Mn: 0.5 to 2.0%, P: 0.5 or less (not including 0%), S: 0.01% or less (not including 0%), Al: 0.01 -0.07%, Cr: 0.4-2.0%, Nb: 0.001-0.050%, Ti: 0.005-0.03%, B: 0.0005-0.0030%, Ca: 0.0005-0.005%, N: 0.0020-0.010%, respectively, PM value specified by the following formula (1) satisfies less than 0.27%, and bainite When a region composed of a structure mainly composed of a phase and surrounded by a large-angle grain boundary where the orientation difference between two crystals is 15 ° or more is defined as a crystal grain, Equivalent diameter average yen is not more 15μm or less, the proportion orientation difference between the crystal grains adjacent is 55 to 60 ° is intended to include the features in that not less than 0.3. In the present invention, “mainly composed of bainite” means a state in which the bainite phase occupies 90 area% or more in the structure.
PM = [C] + [Mn] / 30 + [Cr] / 23 + [Mo] / 5 + [Si] / 5
+ [Cu] / 50 + [Ni] / 50 (1)
However, [C], [Mn], [Cr], [Mo], [Si], [Cu] and [Ni] are the contents (mass of C, Mn, Cr, Mo, Si, Cu and Ni, respectively). %).

本発明の鋼板においては、上記基本成分以外(残部)は、残部が鉄および不可避不純物であるが、必要に応じて(a)Mo:0.5%以下(0%を含まない)、(b)Cu:2.0%以下(0%を含まない)および/またはNi:2.0%以下(0%を含まない)、(c)V:0.05%以下(0%を含まない)、(d)Mg:0.005%以下(0%を含まない)、(e)Zr:0.005%以下(0%を含まない)、(f)希土類元素:0.0003〜0.003%、等を含有することも好ましく、含有する成分に応じて、高張力鋼板の特性が更に改善される。   In the steel sheet of the present invention, except for the above basic components (remainder), the remainder is iron and inevitable impurities, but if necessary, (a) Mo: 0.5% or less (not including 0%), (b ) Cu: 2.0% or less (not including 0%) and / or Ni: 2.0% or less (not including 0%), (c) V: 0.05% or less (not including 0%) (D) Mg: 0.005% or less (not including 0%), (e) Zr: 0.005% or less (not including 0%), (f) Rare earth elements: 0.0003 to 0.003 %, Etc. are also preferable, and the characteristics of the high-tensile steel sheet are further improved depending on the components contained.

本発明では、ベイナイトを主体とする組織を有する鋼板において、各結晶方位関係を適切に規定すると共に、HAZ靭性に影響を与える要因であるM−A相量および化学成分組成を厳密に制御して適性化を図ることによって、疲労亀裂進展抑制に優れると共に、良好なHAZ靭性が確保できる高張力鋼板が実現でき、こうした高張力鋼板は、土木、建築、橋梁、海洋構造物、パイプ、船舶、貯蔵、建築機械等の各種用途の構造材料の素材として有用である。   In the present invention, in the steel sheet having a structure mainly composed of bainite, each crystal orientation relationship is appropriately defined, and the MA phase amount and the chemical composition that are factors affecting the HAZ toughness are strictly controlled. By optimizing, it is possible to realize high-tensile steel sheets that are excellent in suppressing fatigue crack growth and that can secure good HAZ toughness. It is useful as a material for structural materials for various uses such as construction machinery.

本発明者らは、前記課題を解決するために、特にベイナイト組織である鋼板に着目し、その鋼板における疲労亀裂進展速度を抑制するための手段について様々な角度から検討した。その結果、次のような知見が得られた。即ち、上記のようなベイナイト組織ではオーステナイトに対して、何通りかの方位関係を持って生成することになるのであるが、鋼板の化学成分組成、組織の生成温度、その他の条件等によって選択される各結晶格子の方位関係が変化することになり、一定の結晶方位差を有する結晶粒界では、特に疲労亀裂進展が抑制されることが判明したのである。そして、結晶方位分布を適切に規定すれば、疲労亀裂進展の抑制を良好に実現できる鋼板が実現できることを見出した。   In order to solve the above-mentioned problems, the present inventors have focused on a steel sheet having a bainite structure, and studied means for suppressing the fatigue crack growth rate in the steel sheet from various angles. As a result, the following knowledge was obtained. That is, in the bainite structure as described above, it is generated with some orientation relationship with respect to austenite, but it is selected depending on the chemical composition of the steel sheet, the formation temperature of the structure, other conditions, etc. It has been found that the fatigue crack growth is suppressed particularly at the grain boundaries having a certain crystal orientation difference. And when the crystal orientation distribution was appropriately defined, it was found that a steel sheet capable of satisfactorily suppressing the progress of fatigue cracks can be realized.

一方、良好なHAZ靭性を得るための鋼板としては、極低Cベイナイト組織を有するものが汎用されているが、本発明者らは、こうした組織を有する鋼板を基本として、そのHAZ靭性を更に改善するために手段について様々な角度から検討した。その結果、高張力鋼に一般的に含有されている元素(C,Si,Mn,Cr,Mo,Cu,Ni等)によってその関係を前記(1)式のように規定してやれば、M−A相量が適切に制御されて、HAZ靭性が格段に良好になることを見出し、本発明を完成した。以下、本発明が完成させた経緯に沿って、本発明で規定する各要件の作用効果について説明する。   On the other hand, as steel plates for obtaining good HAZ toughness, those having an extremely low C bainite structure are widely used, but the present inventors have further improved their HAZ toughness based on steel plates having such a structure. In order to do this, the means were examined from various angles. As a result, if the relationship is defined by the element (C, Si, Mn, Cr, Mo, Cu, Ni, etc.) generally contained in the high-tensile steel as shown in the above formula (1), MA The inventors have found that the phase amount is appropriately controlled and the HAZ toughness is remarkably improved, and the present invention has been completed. Hereinafter, along with the background of the completion of the present invention, the operational effects of the requirements defined in the present invention will be described.

ベイナイト相を主体とするような単相組織では、粒界が亀裂進展の抵抗となるものと考えられるが、亀裂進展の際に粒界と亀裂が衝突する頻度を高めれば、亀裂の進展が抑制できるものと考えられた。即ち、粒界を細かくすることによって、亀裂との衝突頻度を高めれば良いとの知見が得られた。但し、粒界を形成する両端の方位差が小さい(例えば、15°未満)小角粒界(小傾角境界)では、粒界エネルギーが小さくなってその効果が小さいので、前記方位差が15°以上の大角粒界(大傾角境界)を対象とする必要がある。また、大角粒界のうちでも、隣接する結晶粒同士の方位差が55〜60°である割合が高くなるほど、亀裂進展には有効であることも判明したのである(後記図1参照)。   In a single-phase structure mainly composed of bainite phase, it is considered that the grain boundary acts as a resistance to crack growth, but if the frequency of the collision between the grain boundary and the crack is increased during crack growth, the crack growth is suppressed. It was considered possible. That is, it was found that the frequency of collision with cracks should be increased by making the grain boundaries finer. However, at a small-angle grain boundary (small tilt boundary) where the orientation difference between both ends forming a grain boundary is small (for example, a small tilt boundary), the grain boundary energy is small and the effect is small, so the orientation difference is 15 ° or more. It is necessary to target a large-angle grain boundary (large tilt boundary). It has also been found that the larger the ratio of the orientation difference between adjacent crystal grains in the large-angle grain boundary is 55 to 60 °, the more effective the crack growth is (see FIG. 1 described later).

つまり、前記方位差が15°以上である大角粒界に囲まれた結晶粒で、同一面積の円に換算したときの直径(円相当直径)の平均値で15μm以下とした結晶粒であって、隣接する結晶粒の方位差の分布において、方位差が55〜60°である割合が0.3以上(30%以上)とすることによって、疲労亀裂進展抑制効果に優れた鋼板が実現できたのである。尚、前記「方位差」は、「ずれ角」若しくは「傾角」とも呼ばれているものであり、以下では「結晶方位差」と呼ぶことがある。またこうした結晶方位差を測定するには、EBSP法(Electoron Backscattering Pattern法)を採用すれば良い。   That is, a crystal grain surrounded by a large-angle grain boundary having an orientation difference of 15 ° or more, and having an average diameter (equivalent circle diameter) of 15 μm or less when converted into a circle of the same area, In the distribution of misorientation of adjacent crystal grains, the ratio of misorientation of 55 to 60 ° is 0.3 or more (30% or more), thereby realizing a steel plate having an excellent fatigue crack progress suppressing effect. It is. The “orientation difference” is also referred to as “shift angle” or “inclination angle”, and may be hereinafter referred to as “crystal orientation difference”. In order to measure such a crystal orientation difference, an EBSP method (Electoron Backscattering Pattern method) may be employed.

一方、HAZ靭性を向上するには、HAZにおいて破壊の起点となるM−A相の量をできるだけ低減する必要がある。M−A相は組織中のCが濃化し、その部分の変態温度が低下することによって、マルテンサイトと残留オーステナイトが組織中に析出した相である。従って、M−A相を低減するためには、C含有量自体を低減することが有効なものとなる。また、M−A相の低減には、オーステナイト安定化元素(Mn,Cr,Mo,Si等)を低減することで残留オーステナイト量を少なくすることが有効である。こうした観点から、上記(1)式で規定されるPM値が0.27%未満となるような鋼板では、HAZ中のM−A相が十分に少なくなって良好な靭性を示すものとなる。但し、C含有量やオーステナイト安定化元素を低減させ過ぎると、強度が確保できなくなるという問題が生じるので、基本的な最低含有量は確保する必要がある(この点は後述する)。   On the other hand, in order to improve the HAZ toughness, it is necessary to reduce the amount of the MA phase that is the starting point of fracture in the HAZ as much as possible. The M-A phase is a phase in which martensite and retained austenite are precipitated in the structure due to the concentration of C in the structure and the lowering of the transformation temperature in that portion. Therefore, in order to reduce the MA phase, it is effective to reduce the C content itself. In order to reduce the MA phase, it is effective to reduce the amount of retained austenite by reducing the austenite stabilizing elements (Mn, Cr, Mo, Si, etc.). From such a viewpoint, in a steel sheet in which the PM value defined by the above formula (1) is less than 0.27%, the MA phase in the HAZ is sufficiently reduced to exhibit good toughness. However, if the C content or the austenite stabilizing element is excessively reduced, there arises a problem that the strength cannot be ensured, so it is necessary to ensure the basic minimum content (this point will be described later).

上記(1)式においては、Mo,Cu,Ni等のように基本とする化学成分には含まれない元素も規定しているが、これらの元素もHAZ靭性に影響を与えるものであるので、必要によって含有されるときには、これらの含有量もPM値の計算に入れる必要がある。従って、これらの元素を含有しないときには、上記(1)式からこれらの元素量を0として計算すれば良い。   In the above formula (1), elements that are not included in the basic chemical component such as Mo, Cu, Ni, etc. are also defined, but these elements also affect the HAZ toughness. When contained if necessary, these contents also need to be included in the calculation of the PM value. Therefore, when these elements are not contained, the amount of these elements may be calculated as 0 from the above equation (1).

尚、上記(1)式で規定される各元素の係数は、実験によって求められたものであるが、次にこの点について説明する。下記表1に示す化学成分組成を有する各鋼種について、熱サイクル試験を行なったときの吸収エネルギーvE-15を求め(詳細な測定方法については後述する)、その基本(ベース)となる鋼種(表1の鋼種A1)との比較において、Cr,Mn,Ni,Mo,SiおよびCuが鋼板の靭性に及ぼす影響について検討した。 The coefficient of each element defined by the above equation (1) is obtained by experiment, and this point will be described next. For each steel type having the chemical composition shown in Table 1 below, the absorbed energy vE- 15 when the thermal cycle test is performed is obtained (detailed measurement method will be described later), and the steel type (table) is the base (base). In comparison with No. 1 steel type A1), the influence of Cr, Mn, Ni, Mo, Si and Cu on the toughness of the steel sheet was examined.

Figure 2007239049
Figure 2007239049

まず、Cについて、Cの含有量をX1、吸収エネルギーvE-15をY1としたときに、鋼種A1(C含有量:0.038%、vE-15:77J)とA2(C含有量:0.054%、vE-15:30J)との関係については、下記(2)式のような近似式で表せる。
1=−2937.5X1+188.63 …(2)
First, regarding C, when the content of C is X 1 and the absorbed energy vE -15 is Y 1 , steel types A1 (C content: 0.038%, vE -15 : 77J) and A2 (C content) : 0.054%, vE- 15 : 30J) can be expressed by an approximate expression such as the following expression (2).
Y 1 = −2937.5X 1 +188.63 (2)

同様に、Cr,Mn,Ni,Mo,SiおよびCuについて、その含有量とvE-15の関係を示せば、下記(3)〜(8)式のような近似式(直線近似)で表せる。
[Crについて:鋼種A1とA3]
2=−128.1X2+193.59 …(3)
(但し、X2:Cr含有量、Y2:vE-15
[Mnについて:鋼種A1とA4]
3=−98.0X3+233.92 …(4)
(但し、X3:Mn含有量、Y3:vE-15
[Niについて:鋼種A1とA5]
4=−58.4X4+91.6 …(5)
(但し、X4:Ni含有量、Y4:vE-15
[Moについて:鋼種A1、A6およびA7]
5=−570.0X5+268.0 …(6)
(但し、X:Mo含有量、Y:vE-15
[Siについて:鋼種A1とA8]
6=−560.0X6+301 …(7)
(但し、X6:Si含有量、Y6:vE-15
[Cuについて:鋼種A9とA10]
7=−59.0X7+257.8 …(8)
(但し、X7:Cu含有量、Y7:vE-15
Similarly, regarding Cr, Mn, Ni, Mo, Si and Cu, if the relationship between the content and vE- 15 is shown, it can be expressed by an approximate expression (linear approximation) such as the following expressions (3) to (8).
[About Cr: Steel types A1 and A3]
Y 2 = −128.1 X 2 +193.59 (3)
(However, X 2: Cr content, Y 2: vE -15)
[About Mn: Steel types A1 and A4]
Y 3 = -98.0X 3 +233.92 ... ( 4)
(However, X 3 : Mn content, Y 3 : vE -15 )
[About Ni: Steel types A1 and A5]
Y 4 = −58.4X 4 +91.6 (5)
(However, X 4: Ni content, Y 4: vE -15)
[About Mo: Steel types A1, A6 and A7]
Y 5 = −570.0X 5 +268.0 (6)
(However, X 5: Mo content, Y 5: vE -15)
[About Si: Steel types A1 and A8]
Y 6 = −560.0 X 6 +301 (7)
(However, X 6: Si content, Y 6: vE -15)
[About Cu: Steel types A9 and A10]
Y 7 = -59.0X 7 +257.8 ... ( 8)
(However, X 7: Cu content, Y 7: vE -15)

上記(3)式の係数と、(3)〜(8)式の係数(傾き)を比較することによって、Cの係数を1としたときの、各元素の係数を求めることができる。例えば、Crについては、(−2938/−128)≒23となる(他の元素についても同様である)。その結果、前記(1)式の関係が求められたのである。   By comparing the coefficient of the above expression (3) with the coefficient (slope) of the expressions (3) to (8), the coefficient of each element when the coefficient of C is 1 can be obtained. For example, for Cr, (−2938 / −128) ≈23 (the same applies to other elements). As a result, the relationship of the formula (1) was obtained.

本発明の高張力鋼板は、ベイナイト組織を主体とするものであるが、母材組織の観点から靭性が劣化する上記ベイナイトを避け、極低Cベイナイト組織を生成させるように、極低C系を選択している(化学成分組成については後述する)。また、極低C系にすることによって、HAZ部組織においては、M−A相の量を低減できることや、小入熱時の硬化が小さくなることから、溶接時の予熱をなくす(フリー化)こともできるという利点もある。但し、これらの効果を発揮させるためには、必ずしも100面積%がベイナイト組織である必要はなく、ベイナイト分率で90面積%以上であれば良い。ベイナイトの以外の組織としては、マルテンサイトやフェライト等が挙げられる。   The high-tensile steel sheet of the present invention is mainly composed of a bainite structure. (The chemical component composition will be described later). In addition, by using an extremely low C system, in the HAZ structure, the amount of the MA phase can be reduced, and hardening at the time of small heat input is reduced, so preheating at welding is eliminated (free). There is also an advantage of being able to. However, in order to exert these effects, 100 area% does not necessarily need to be a bainite structure, and it may be 90 area% or more in terms of the bainite fraction. Examples of structures other than bainite include martensite and ferrite.

本発明の鋼板において、その化学成分組成については基本となる成分であるC,Si,Mn,P,S,Al,Cr,Nb,Ti,B,CaおよびNを夫々含有するものであるが、これらの成分の範囲限定理由は、次の通りである。   The steel plate of the present invention contains C, Si, Mn, P, S, Al, Cr, Nb, Ti, B, Ca and N, which are basic components for the chemical component composition, The reasons for limiting the ranges of these components are as follows.

[C:0.01〜0.05%]
Cは高張力鋼の強度を増大させるのに有効な元素であり、所望の強度を確保するためには0.01%以上含有させる必要がある。しかし、C含有量が過剰になると(中炭素、高炭素になると)、ベイナイトの変態機構が変化して選択されるバリアントが変化したり、本発明で狙う極低Cベイナイト組織を安定的に得ることができなくなるので、0.05%以下とする必要がある。また、Cが過剰になると、ブロックサイズが粗大化して小角粒界の割合が増加して、55〜60°の結晶方位差を有する大角粒界の割合が減少する傾向を示すことになる。
[C: 0.01 to 0.05%]
C is an element effective for increasing the strength of high-strength steel, and needs to be contained in an amount of 0.01% or more in order to ensure a desired strength. However, when the C content is excessive (when it becomes medium carbon or high carbon), the variant selected by changing the transformation mechanism of bainite is changed, or the extremely low C bainite structure aimed at in the present invention is stably obtained. Therefore, it is necessary to make it 0.05% or less. Further, when C is excessive, the block size becomes coarse, the proportion of small-angle grain boundaries increases, and the proportion of large-angle grain boundaries having a crystal orientation difference of 55 to 60 ° tends to decrease.

[Si:1.0%以下(0%を含まない)]
Siは冷却条件によらず固溶強化により鋼の強度を増加させるのに有効な元素であるが、過剰に含有させると鋼材(母材)に島状マルテンサイト相(M−A相)を多量に析出させて靭性を劣化させる。こうしたことから、その上限を1.0%とした。尚、Si含有量の好ましい上限は0.6%である。
[Si: 1.0% or less (excluding 0%)]
Si is an effective element for increasing the strength of the steel by solid solution strengthening regardless of the cooling conditions. However, when it is excessively contained, a large amount of island martensite phase (MA phase) is added to the steel (base material). It precipitates in and deteriorates toughness. For these reasons, the upper limit was made 1.0%. In addition, the upper limit with preferable Si content is 0.6%.

[Mn:0.5〜2.0%]
Mnは極低Cベイナイト組織を生成させて鋼材を強化するのに有効な元素であり、こうした効果を発揮させるためには、Mnは0.5%以上含有させる必要がある。しかしながらMnを過剰に含有させると、母材の靭性劣化を引き起こすので上限を2.0%とする。Mn含有量の好ましい下限は0.6%であり、好ましい上限は1.9%である。
[Mn: 0.5 to 2.0%]
Mn is an element effective for strengthening steel by generating an extremely low C bainite structure. In order to exert such an effect, Mn needs to be contained in an amount of 0.5% or more. However, if Mn is excessively contained, the toughness of the base material is deteriorated, so the upper limit is made 2.0%. The minimum with preferable Mn content is 0.6%, and a preferable upper limit is 1.9%.

[P:0.5%以下(0%を含まない)およびS:0.02%以下(0%を含まない)]
Pは結晶粒に偏析し、延性や靭性に有害に作用する不純物であるので、できるだけ少ない方が好ましいのであるが、不可避的に鋼材に混入することを考慮して0.5%以下に抑制するのが良い。またSは、鋼材中の合金元素と反応して種々の介在物を形成し、鋼材の延性や靭性に有害に作用するので不純物であるので、できるだけ少ない方が好ましいのであるが、不可避的に混入することを考慮して0.02%以下に抑制するのが良い。
[P: 0.5% or less (not including 0%) and S: 0.02% or less (not including 0%)]
P is an impurity that segregates in the crystal grains and adversely affects the ductility and toughness, so it is preferable that it be as small as possible. Is good. S is an impurity because it reacts with alloy elements in the steel material to form various inclusions, which adversely affects the ductility and toughness of the steel material. In consideration of this, it is preferable to suppress it to 0.02% or less.

[Al:0.01〜0.07%]
Alは脱酸剤として有効な元素であると共に、鋼材中のNを固定することによって、Bの固溶量を増加させる元素である。これによって、Bによる焼入れ性向上効果が向上することになる。こうした効果を発揮させるためには、Al含有量は0.01%以上とする必要がある。しかしながら、過剰に含有されると鋼材(母材)に島状マルテンサイト相(M−A相)を多量に析出させて靭性を劣化させる。こうしたことから、その上限を0.07%とした。尚、Al含有量の好ましい下限は0.02%であり、好ましい上限は0.06%である。
[Al: 0.01 to 0.07%]
Al is an element effective as a deoxidizing agent, and is an element that increases the solid solution amount of B by fixing N in the steel material. Thereby, the effect of improving hardenability by B is improved. In order to exert such effects, the Al content needs to be 0.01% or more. However, if contained excessively, the island-like martensite phase (MA phase) is precipitated in a large amount on the steel material (base material) to deteriorate toughness. For these reasons, the upper limit was made 0.07%. In addition, the minimum with preferable Al content is 0.02%, and a preferable upper limit is 0.06%.

[Cr:0.4〜2.0%]
Crは極低Cベイナイト組織を得るために重要な元素である。また、HAZ組織においてはベイナイトブロックサイズを低減するためにも有効である。更に、焼入れ性を向上させて鋼材の強度を確保する上でも有効な元素である。しかも、変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。ベイナイトは、変態の際にK−S関係(Kurdjiumov-Sachsの関係)を持って変態するが、低温で変態することで、単一のバリアント(いわゆる兄弟晶)からなる微細なブロックが生成するようになる。これらの効果を発揮させるためには、Crは0.4%以上含有させる必要がある。しかしながら、Crの含有量が過剰になって2.0%を超えると、粗大な析出物を形成するので、母材およびHAZのいずれの靭性も劣化する。尚、Cr含有量の好ましい下限は0.5%であり、好ましい上限は1.8%である。
[Cr: 0.4 to 2.0%]
Cr is an important element for obtaining an extremely low C bainite structure. It is also effective for reducing the bainite block size in the HAZ structure. Furthermore, it is an element effective in improving the hardenability and ensuring the strength of the steel material. Moreover, the effect of suppressing transformation and lowering the bainite transformation start temperature Bs is also exhibited. Bainite transforms with a KS relationship (Kurdjiumov-Sachs relationship) during transformation, but by transforming at low temperature, a fine block consisting of a single variant (so-called sibling) is generated. become. In order to exert these effects, it is necessary to contain 0.4% or more of Cr. However, if the Cr content is excessive and exceeds 2.0%, coarse precipitates are formed, so that the toughness of both the base material and the HAZ deteriorates. In addition, the minimum with preferable Cr content is 0.5%, and a preferable upper limit is 1.8%.

[Nb:0.001〜0.050%]
Nbは極低Cベイナイト組織を得るために重要な元素である。また、HAZ組織においてはベイナイトブロックサイズを低減するためにも有効である。更に、鋼材の強度を確保する上でも有効な元素である。しかも、Crと同様に、変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。これらの効果を発揮させるためには、Nbは0.001%以上含有させる必要がある。しかしながら、Nbの含有量が過剰になって0.050%を超えて含有させてもその効果は飽和する。尚、Nb含有量の好ましい下限は0.002%であり、好ましい上限は0.045%である。
[Nb: 0.001 to 0.050%]
Nb is an important element for obtaining an extremely low C bainite structure. It is also effective for reducing the bainite block size in the HAZ structure. Furthermore, it is an effective element for ensuring the strength of the steel material. And similarly to Cr, the effect which suppresses transformation and lowers the bainite transformation start temperature Bs is also exhibited. In order to exhibit these effects, it is necessary to contain Nb 0.001% or more. However, the effect is saturated even if the Nb content becomes excessive and exceeds 0.050%. In addition, the minimum with preferable Nb content is 0.002%, and a preferable upper limit is 0.045%.

[Ti:0.005〜0.03%]
Tiは窒化物を形成させ、大入熱溶接時に旧オーステナイト粒の粗大化を抑制し、HAZ靭性を向上させるのに有効な元素である。またCrやNbと同様に、変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。こうした効果を発揮させるためには、Ti含有量は0.005%以上とする必要がある。しかしながら、Tiを過剰に含有させると粗大な介在物を析出させ、却ってHAZ靭性を劣化させるので、その上限を0.03%とする。尚、Ti含有量の好ましい下限は0.010%であり、好ましい上限は0.025%である。
[Ti: 0.005 to 0.03%]
Ti is an element effective for forming nitrides, suppressing coarsening of prior austenite grains during high heat input welding, and improving HAZ toughness. Moreover, like Cr and Nb, the effect of suppressing transformation and lowering the bainite transformation start temperature Bs is also exhibited. In order to exert such effects, the Ti content needs to be 0.005% or more. However, if Ti is contained excessively, coarse inclusions are precipitated and the HAZ toughness is deteriorated on the contrary, so the upper limit is made 0.03%. In addition, the minimum with preferable Ti content is 0.010%, and a preferable upper limit is 0.025%.

[B:0.0005〜0.0030%]
Bは極低Cベイナイト組織を得るために重要な元素である。また焼入性を向上させてフェライト変態を抑制する上でも有効に作用する。更に、CrやNbと同様に、変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。そのためには、Bは0.0005%以上含有させる必要がある。しかしながら、Bを過剰に含有させるとその効果が飽和するばかりか、HAZ組織中での介在物(B窒化物)が増加してHAZ靭性は却って低下するので、B含有量の上限は0.0030%とする必要がある。尚、B含有量の好ましい下限は0.0007%であり、好ましい上限は0.0025%である。
[B: 0.0005 to 0.0030%]
B is an important element for obtaining an extremely low C bainite structure. It also works effectively in improving hardenability and suppressing ferrite transformation. Furthermore, like Cr and Nb, the effect of suppressing transformation and lowering the bainite transformation start temperature Bs is also exhibited. For that purpose, B must be contained in an amount of 0.0005% or more. However, when B is contained excessively, not only the effect is saturated, but also inclusions (B nitride) in the HAZ structure increase and the HAZ toughness decreases, so the upper limit of the B content is 0.0030. % Is required. In addition, the minimum with preferable B content is 0.0007%, and a preferable upper limit is 0.0025%.

[Ca:0.0005〜0.005%]
Caは介在物形状の異方性を低減する作用があり、HAZ靭性を向上させるのに有効な元素である。こうした効果を発揮させるためには、0.0005%以上含有させる必要があるが、0.005%を超えて過剰に含有させても介在物が粗大化してHAZ靭性が却って劣化する。尚、Ca含有量の好ましい下限は0.001%であり、好ましい上限は0.004%である。
[Ca: 0.0005 to 0.005%]
Ca has an effect of reducing the inclusion shape anisotropy, and is an effective element for improving the HAZ toughness. In order to exert such an effect, it is necessary to contain 0.0005% or more. However, even if it exceeds 0.005%, inclusions become coarse and the HAZ toughness deteriorates. In addition, the minimum with preferable Ca content is 0.001%, and a preferable upper limit is 0.004%.

[N:0.0020〜0.010%]
大入熱溶接HAZにおいて靭性を高位に確保するためには、旧オーステナイト粒内にTiNを微細析出させて旧オーステナイト粒の粗大化を防止することが有効である。こうした効果を発揮せせるためには、N含有量は0.0020%以上とする必要がある。しかしながら、N含有量が過剰になって0.010%を超えると粗大なTiNが析出して破壊の起点となる。尚、N含有量の好ましい下限は0.003%であり、好ましい上限は0.008%である。
[N: 0.0020 to 0.010%]
In order to ensure high toughness in the high heat input welding HAZ, it is effective to prevent TiO from coarsening by precipitating TiN in the prior austenite grains. In order to exert such effects, the N content needs to be 0.0020% or more. However, if the N content becomes excessive and exceeds 0.010%, coarse TiN precipitates and becomes the starting point of fracture. In addition, the minimum with preferable N content is 0.003%, and a preferable upper limit is 0.008%.

本発明の高張力鋼板における基本成分は上記の通りであり、残部は鉄および不可避不純物(例えば、O等)からなるものであるが、必要によって、(a)Mo:0.5%以下(0%を含まない)、(b)Cu:2.0%以下(0%を含まない)および/またはNi:2.0%以下(0%を含まない)、(c)V:0.05%以下(0%を含まない)、(d)Mg:0.005%以下(0%を含まない)、(e)Zr:0.005%以下(0%を含まない)、(f)希土類元素:0.0003〜0.003%、等を含有することも有効であるが、これらの成分を含有させるときの範囲限定理由は、次の通りである。   The basic components in the high-strength steel sheet of the present invention are as described above, and the balance is composed of iron and inevitable impurities (for example, O), but if necessary, (a) Mo: 0.5% or less (0 (B) Cu: 2.0% or less (not including 0%) and / or Ni: 2.0% or less (not including 0%), (c) V: 0.05% (D) Mg: 0.005% or less (not including 0%), (e) Zr: 0.005% or less (not including 0%), (f) Rare earth elements : It is also effective to contain 0.0003 to 0.003%, etc., but the reason for limiting the range when these components are contained is as follows.

[Mo:0.5%以下(0%を含まない)]
Moは焼入性を向上させて強度向上に有効な元素であるが、0.5%を超えて過剰に含有させると、粗大な硬化相となるので、母材およびHAZのいずれの靭性も劣化する。またMoは、変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。ベイナイトが低温で変態することで、単一のバリアント(いわゆる兄弟晶)からなる微細なブロックが生成するようになる。尚、本発明において極低Cベイナイト組織を得るためには、必ずしも必要な元素ではなく、無添加でも良い。但し、Moを含まない場合には、前記(1)式は、Moを含まないものとして計算する必要がある。Mo含有量の好ましい上限は0.45%である。
[Mo: 0.5% or less (excluding 0%)]
Mo is an element effective in improving the hardenability and improving the strength. However, if it is excessively contained in excess of 0.5%, it becomes a coarse hardened phase, so both the toughness of the base material and the HAZ deteriorate. To do. Mo also suppresses the transformation and exhibits the effect of lowering the bainite transformation start temperature Bs. By transforming bainite at a low temperature, fine blocks composed of a single variant (so-called siblings) are generated. In addition, in order to obtain an extremely low C bainite structure in the present invention, it is not necessarily a necessary element, and it may not be added. However, when Mo is not included, the equation (1) needs to be calculated as not including Mo. The upper limit with preferable Mo content is 0.45%.

[Cu:2.0%以下(0%を含まない)および/またはNi:2.0%(0%を含まない)]
CuおよびNiは、母材強度を向上するのに有効な元素である。またこれらの元素は、変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。これらの効果は、その含有量が増加するにつれて増大するが、含有量が過剰になると溶接時にM−A相の生成が促進されHAZ靭性が劣化することになるので、いずれも2.0%以下とすることが好ましい。但し、CuやNiを含まない場合には、前記(1)式は、CuやNiを含まないものとして計算する必要がある。これらの元素の含有量の好ましい上限は1.5%である。
[Cu: 2.0% or less (not including 0%) and / or Ni: 2.0% (not including 0%)]
Cu and Ni are effective elements for improving the base material strength. Moreover, these elements also exhibit the effect | action which suppresses transformation and reduces the bainite transformation start temperature Bs. These effects increase as the content increases. However, if the content is excessive, the formation of the MA phase is promoted during welding and the HAZ toughness deteriorates. It is preferable that However, when Cu or Ni is not included, the above equation (1) needs to be calculated as not including Cu or Ni. The upper limit with preferable content of these elements is 1.5%.

[V:0.05%以下(0%を含まない)]
Vは母材強度の向上に有効な元素であり、また変態を抑制し、ベイナイト変態開始温度Bsを低下させる作用も発揮する。しかしながら、0.05%を超えて過剰に含有させるとHAZ部で析出物を形成し、HAZ靭性が低下することになる。
[V: 0.05% or less (excluding 0%)]
V is an element effective for improving the strength of the base metal, and also exhibits the effect of suppressing transformation and lowering the bainite transformation start temperature Bs. However, if it is excessively contained in excess of 0.05%, precipitates are formed in the HAZ part, and the HAZ toughness is lowered.

[Mg:0.005%以下(0%を含まない)]
MgはTiNの析出の核となる酸化物を微細分散させてHAZの靭性向上に寄与する元素であるが、過剰に含有させると酸化物が粗大化して却ってHAZ靭性を低下させるので、0.005%以下にすべきである。
[Mg: 0.005% or less (excluding 0%)]
Mg is an element that finely disperses the oxide that becomes the nucleus of TiN precipitation and contributes to the improvement of the toughness of the HAZ. % Or less.

[Zr:0.005%以下(0%を含まない)]
ZrはTiと同様に、窒化物や酸化物を形成して、HAZ部の旧オーステナイト粒の粗大化を防止してHAZ靭性を向上させるのに有効な元素であるが、過剰に含有させると介在物が粗大化してHAZ靭性が劣化するので0.005%以下にすべきである。
[Zr: 0.005% or less (excluding 0%)]
Zr, like Ti, is an element that forms nitrides and oxides and prevents coarsening of the prior austenite grains in the HAZ part and improves HAZ toughness. Since the material becomes coarse and the HAZ toughness deteriorates, it should be 0.005% or less.

[希土類元素:0.0003〜0.003%]
希土類元素(REM)は、Caと同様に、介在物形状の異方性を低減してHAZ靭性を向上するのに有効な元素である。こうした効果を発揮させるためには、0.0003%以上含有させることが好ましい。しかしながら、REMの含有量が0.003%を超えて過剰になると、介在物が粗大化してHAZ靭性が却って低下することになる。
[Rare earth elements: 0.0003 to 0.003%]
The rare earth element (REM) is an element effective for reducing the anisotropy of the inclusion shape and improving the HAZ toughness, like Ca. In order to exhibit such an effect, it is preferable to contain 0.0003% or more. However, if the content of REM exceeds 0.003%, the inclusions become coarse and the HAZ toughness decreases instead.

本発明の高張力鋼板は、ベイナイトを主体とする組織からなるものであるが、オーステナイト状態で冷却を行うことによって、過冷状態となり、Ar3変態点を低下すると共にベイナイト組織とすることができる。特に低温で変態させると、変態の際の原子の移動可能距離が低下し、変態挙動も拡散型変態から剪断型変態に変化して対応粒界の生成が促進されることになる。具体的な製造条件としては、下記(1)〜(5)の製造方法を適用することが望ましい。
(1)950〜1250℃の温度範囲に加熱し、Ar3変態点〜900℃の温度範囲で圧延を終了した後、冷却速度を5℃/秒以上として450℃以下まで加速冷却(例えば、水冷)を行なう。
(2)950〜1250℃の温度範囲に加熱し、Ar3変態点〜900℃の温度範囲で圧延を終了した後、冷却速度を5℃/秒以上として450℃以下まで加速冷却(例えば、水冷)を行ない、その後500〜700℃の温度域で焼戻し処理を行なう。
(3)950〜1250℃の温度範囲に加熱し、Ar3変態点〜900℃の温度範囲で圧延を終了した後、再びAc3変態点以上の温度まで加熱し、その後冷却速度を5℃/秒以上として450℃以下まで冷却を行なう。
(4)950〜1250℃の温度範囲に加熱し、Ar3変態点〜900℃の温度範囲で圧延を終了した後、再びAc3変態点以上の温度まで加熱し、冷却速度を5℃/秒以上として450℃以下まで冷却を行ない、引き続き500〜700℃の温度域で焼戻し処理を行なう。
(5)950〜1250℃の温度範囲に加熱し、再結晶温度域で圧延を行なった後、冷却速度を1℃/秒以上として600〜700℃の温度域まで冷却を行ない、引き続きその温度で過冷オーステナイトの状態で圧下率30%以上の圧延を行ない、その後再度加速冷却を行なう。
The high-tensile steel sheet of the present invention is composed of a structure mainly composed of bainite. However, by cooling in the austenite state, it becomes a supercooled state, lowers the Ar 3 transformation point, and can have a bainite structure. . In particular, when the transformation is performed at a low temperature, the movable distance of atoms at the transformation is reduced, and the transformation behavior is also changed from the diffusion transformation to the shear transformation, and the generation of the corresponding grain boundary is promoted. As specific manufacturing conditions, it is desirable to apply the following manufacturing methods (1) to (5).
(1) After heating in a temperature range of 950 to 1250 ° C. and finishing rolling in a temperature range of Ar 3 transformation point to 900 ° C., accelerated cooling to 450 ° C. or less with a cooling rate of 5 ° C./second or more (for example, water cooling ).
(2) After heating in the temperature range of 950 to 1250 ° C. and finishing rolling in the temperature range of Ar 3 transformation point to 900 ° C., accelerated cooling to 450 ° C. or less with a cooling rate of 5 ° C./second or more (for example, water cooling) ) And then tempering in the temperature range of 500-700 ° C.
(3) After heating to a temperature range of 950 to 1250 ° C. and finishing rolling in a temperature range of Ar 3 transformation point to 900 ° C., heating is again performed to a temperature equal to or higher than the Ac 3 transformation point, and then the cooling rate is set to 5 ° C. / Cool to 450 ° C. or less for at least 2 seconds.
(4) After heating in the temperature range of 950 to 1250 ° C. and finishing the rolling in the temperature range of Ar 3 transformation point to 900 ° C., it is again heated to a temperature not lower than the Ac 3 transformation point and the cooling rate is 5 ° C./second. As mentioned above, it cools to 450 degrees C or less, and continues a tempering process in a 500-700 degreeC temperature range.
(5) After heating to a temperature range of 950 to 1250 ° C. and rolling in the recrystallization temperature range, cooling is performed to a temperature range of 600 to 700 ° C. at a cooling rate of 1 ° C./second or more, and then at that temperature. Rolling with a reduction rate of 30% or more is performed in the state of supercooled austenite, and then accelerated cooling is performed again.

上記(1)〜(4)の方法において、冷却の停止温度については、ベイナイト組織が主体となる温度まで冷却する必要があるので、450℃以下とする。また加熱温度が950℃未満では、十分にオーステナイト状態とならない。しかし、加熱温度が1250℃を超えると、オースナイト粒が粗大化し、変態後の大角粒径も粗大化してしまう。圧延後再加熱する場合は、完全にオーステナイト状態にする必要があるので、Ac3変態点温度以上とする必要がある。尚、上記(5)の方法では、オーステナイトに低温で圧延を加えることによって、多くの変形帯を導入することができ、オースフォーム(加工熱処理)効果により核生成サイトが増加するので、組織を微細化し、疲労亀裂進展抑制効果を高めることができる。 In the methods (1) to (4), the cooling stop temperature is set to 450 ° C. or lower because it is necessary to cool to a temperature mainly composed of a bainite structure. If the heating temperature is less than 950 ° C., the austenite state is not sufficiently achieved. However, if the heating temperature exceeds 1250 ° C., the austenite grains become coarse, and the large-angle grain diameter after transformation also becomes coarse. In the case of reheating after rolling, since it is necessary to make the austenite state completely, it is necessary to set the temperature to the Ac 3 transformation point temperature or higher. In the above method (5), many deformation zones can be introduced by rolling austenite at a low temperature, and nucleation sites increase due to the ausforming (processing heat treatment) effect. The fatigue crack growth suppressing effect can be enhanced.

以下、実施例を挙げて本発明をより具体的に説明するが、本発明はもとより下記実施例によって制限を受けるものではなく、前・後記の趣旨に適合し得る範囲で適当に変更を加えて実施することも勿論可能であり、それらはいずれも本発明の技術的範囲に包含されるものである。   EXAMPLES Hereinafter, the present invention will be described more specifically with reference to examples. However, the present invention is not limited by the following examples, but may be appropriately modified within a range that can meet the purpose described above and below. Of course, it is possible to implement them, and they are all included in the technical scope of the present invention.

[実施例1]
下記表2に示す化学成分組成の鋼(鋼種A〜R)を用い、下記表3に示す製造条件にて鋼板を製造した。尚、表2には、本発明で規定するPM値についても示した。尚、表2における鋼種A〜Mは、本発明で規定する化学成分組成を満足するものであり、鋼種N〜Rは本発明で規定する要件(化学成分組成、PM値)のいずれかが外れたものである。
[Example 1]
Steel sheets (steel types A to R) having chemical composition shown in Table 2 below were used, and steel sheets were manufactured under the manufacturing conditions shown in Table 3 below. Table 2 also shows PM values defined in the present invention. Steel types A to M in Table 2 satisfy the chemical composition defined in the present invention, and steel types N to R are out of any of the requirements (chemical composition, PM value) defined in the present invention. It is a thing.

Figure 2007239049
Figure 2007239049

Figure 2007239049
Figure 2007239049

得られた各鋼板について、ベイナイト分率、鋼材(母材)の引張特性[0.2%耐力(YS)、引張強さ(TS)、降伏比(YR:YS/TS)]、衝撃特性(破面遷移温度vTrs)、耐溶接低温割れ性、HAZ靭性等を下記の方法によって測定すると共に、大角粒界径(平均円相当径)、結晶方位差が55〜60°の割合、疲労亀裂進展速度等を下記の方法によって測定した。これらの結果を一括して、下記表4に示す。   For each steel plate obtained, the bainite fraction, the tensile properties of the steel (base material) [0.2% proof stress (YS), tensile strength (TS), yield ratio (YR: YS / TS)], impact properties ( (Fracture surface transition temperature vTrs), welding cold cracking resistance, HAZ toughness, etc. are measured by the following methods, large-angle grain boundary diameter (average equivalent circle diameter), crystal orientation difference of 55-60 °, fatigue crack growth The speed and the like were measured by the following method. These results are collectively shown in Table 4 below.

[ベイナイト分率(面積率)]
各鋼板のt/4(tは板厚)から鏡面研磨後試験片を採取し、これを2%硝酸−エタノール溶液(ナイタール溶液)でエッチングした後、5視野において光学顕微鏡を用いて400倍で観察を行ない、画像解析によって鋼組織中のベイナイト分率(面積%)を測定した。この際、フェライト(ポリゴナルフェライト・擬ポリゴナルフェライトを含む)以外のラス状組織は全てベイナイトとみなした。
[Bainite fraction (area ratio)]
After mirror polishing, a test piece was collected from t / 4 (t is the plate thickness) of each steel plate, etched with a 2% nitric acid-ethanol solution (a nital solution), and then 400 times using an optical microscope in five fields of view. Observation was performed, and the bainite fraction (area%) in the steel structure was measured by image analysis. At this time, all lath structures other than ferrite (including polygonal ferrite and pseudopolygonal ferrite) were regarded as bainite.

[鋼板の引張特性]
鋼板のt/4(tは板厚)からJIS Z 2201 4号試験片を採取し、JIS Z 2241の要領で引張試験を行ない、降伏強度(0.2%耐力:YS)、引張強度(TS)、降伏比(降伏強度/引張強度×100%:YR)を測定した。本発明では、引張強度TS:570MPa以上、降伏比YR:80%以上を合格とした。
[Tensile properties of steel sheet]
A JIS Z 2201 No. 4 test piece was taken from t / 4 (t is the plate thickness) of the steel sheet and subjected to a tensile test in accordance with JIS Z 2241. Yield strength (0.2% proof stress: YS), tensile strength (TS ), Yield ratio (yield strength / tensile strength × 100%: YR) was measured. In the present invention, the tensile strength TS: 570 MPa or more and the yield ratio YR: 80% or more were regarded as acceptable.

[鋼板の靭性]
鋼板のt/4からL方向(圧延方向)に、JIS Z 2202 Vノッチ試験片を採取してJIS Z 2242に準拠してシャルピー衝撃試験を行ない、シャルピー試験片の脆性破面率が50%となる温度を近似して破面遷移温度(vTrs)として測定した。vTrsが−20℃以下を目標として合格とした。
[Toughness of steel sheet]
A JIS Z 2202 V-notch test piece was sampled in the L direction (rolling direction) from t / 4 of the steel plate and subjected to a Charpy impact test in accordance with JIS Z 2242. The brittle fracture surface ratio of the Charpy test piece was 50%. Was measured as a fracture surface transition temperature (vTrs). The target was vTrs of −20 ° C. or less.

[耐溶接低温割れ性]
JIS Z 3158のy形溶接割れ試験法に従い、入熱量:1.5KJ/mmで被覆アーク溶接を行ない、予熱温度25℃において断面割れ率を測定し、割れ率0%を合格とした。
[Weld cold crack resistance]
According to the JIS Z 3158 y-type weld cracking test method, the coated arc welding was performed at a heat input of 1.5 KJ / mm, the cross-sectional cracking rate was measured at a preheating temperature of 25 ° C., and the cracking rate was set to 0%.

[溶接HAZ靭性]
HAZ再現試験を行なった。鋼板から採取した試験片[12.5×32×55(mm)の試験片を各5本採取]に1400℃×5秒加熱後、入熱量10KJ/mmに相当する[800〜500℃までを80秒で冷却]熱サイクル試験を行なった。その後、各試験片から2本のシャルピー衝撃試験片(JIS Z 2202 Vノッチ試験片)を採取し、各鋼板毎に10本で−15℃における平均衝撃吸収エネルギーvE-15を求めた。平均100J以上を合格とした。
[Welding HAZ toughness]
A HAZ reproduction test was conducted. After heating 1400 ° C. × 5 seconds to a test piece taken from a steel plate [5 test pieces each having a size of 12.5 × 32 × 55 (mm)], the heat input corresponds to 10 KJ / mm [from 800 to 500 ° C. Cooled in 80 seconds] A thermal cycle test was conducted. Thereafter, two Charpy impact test pieces (JIS Z 2202 V notch test pieces) were collected from each test piece, and the average impact absorption energy vE- 15 at −15 ° C. was obtained with 10 pieces for each steel plate. An average of 100 J or more was accepted.

[大角粒界径(平均円相当径)]
鋼板の圧延方向に平行な断面において、FE−SEM−EBSP(電子放出型走査電子顕微鏡を用いた電子後方散乱回折像法)によって測定した。具体的には、Tex SEM Laboratries社のEBSP装置(商品名:「OIM」)を、EF−SEMと組み合わせて用い、傾角(結晶方位差)が15°以上の境界を結晶粒界として、結晶粒径を測定した。このときの測定条件は、測定領域:200μm、測定ステップ:0.5μm間隔とし、測定方位の信頼性を示すコンフィデンス・インデックス(Confidence Index)が0.1よりも小さい測定点は解析対象から除外した。このようにして求められる結晶粒径の平均値を算出して、本発明における平均結晶粒径とした。尚、結晶粒径が2.0μm以下のものについては、測定ノイズと判断し、結晶粒径の平均値計算の対象から除外した。
[Large-angle grain boundary diameter (average equivalent circle diameter)]
The cross section parallel to the rolling direction of the steel sheet was measured by FE-SEM-EBSP (electron backscatter diffraction image method using an electron emission scanning electron microscope). Specifically, an EBSP apparatus (trade name: “OIM”) manufactured by Tex SEM Laboratories is used in combination with EF-SEM, and a grain having a tilt angle (crystal orientation difference) of 15 ° or more is used as a crystal grain boundary. The diameter was measured. The measurement conditions at this time were measurement area: 200 μm, measurement step: 0.5 μm interval, and measurement points with confidence index (Confidence Index) indicating the reliability of the measurement direction were excluded from the analysis target. . The average value of the crystal grain sizes thus obtained was calculated and used as the average crystal grain size in the present invention. Incidentally, those having a crystal grain size of 2.0 μm or less were judged as measurement noise and excluded from the target of calculating the average value of the crystal grain size.

[結晶方位差が55〜60°の割合]
OIM自動分析ソフトにより、各粒界における方位差を測定することによって、結晶方位差が55〜60°の割合を求めた(計算した)。
[Proportion of crystal orientation difference of 55-60 °]
By measuring the orientation difference at each grain boundary with OIM automatic analysis software, the ratio of the crystal orientation difference of 55-60 ° was determined (calculated).

[疲労亀裂進展速度]
ASTM E647に準拠し、コンパクト型試験片を用いて、疲労亀裂進展試験を実施することによって、疲労亀裂進展速度を求めた。この際、下記(9)式によって規定されるパリス則が成り立つ安定成長領域ΔK=20(MPa・√m)での値を代表値として評価した。尚、疲労亀裂進展速度の評価、基準については、通常の鋼材が4〜6×10-5mm/cycle(ΔK=20のとき)程度の進展速度であることから、3.5×10-5mm/cycle以下を基準とした。
da/dn=C(ΔK)m…(9)
但し、a:亀裂長さ,n:繰り返し数,C,m:材料、荷重等の件で決まる定数を夫々示す。
[Fatigue crack growth rate]
In accordance with ASTM E647, a fatigue crack growth rate was determined by carrying out a fatigue crack growth test using a compact test piece. At this time, the value in the stable growth region ΔK = 20 (MPa · √m) where the Paris law defined by the following equation (9) is satisfied was evaluated as a representative value. Regarding the evaluation and criteria of the fatigue crack growth rate, the normal steel material has a growth rate of about 4 to 6 × 10 −5 mm / cycle (when ΔK = 20), so 3.5 × 10 −5. The standard was mm / cycle or less.
da / dn = C (ΔK) m (9)
Here, a: crack length, n: number of repetitions, C, m: constants determined by matters such as material and load, respectively.

Figure 2007239049
Figure 2007239049

表4の結果から次のように考察できる。ます試験No.1〜11のものは、本発明で規定する要件を満足するものであり、十分な疲労亀裂進展抑制効果(進展速度で3.5×10-5mm/cycle以下)が発揮されると共に、靭性、HAZ靭性のいずれも良好な値を示していることが分かる。 From the results in Table 4, it can be considered as follows. Test No. 1 to 11 satisfy the requirements stipulated in the present invention, exhibit a sufficient fatigue crack growth inhibiting effect (growth rate of 3.5 × 10 −5 mm / cycle or less) and toughness. It can be seen that both the HAZ toughness show good values.

これに対して、試験No.12〜18のものでは、本発明で規定する要件のいずれかを欠くものであり、いずれも疲労進展抑制効果が発揮されていない。即ち、試験No.12,13のものでは、結晶方位差が55〜60°の割合が低く、疲労亀裂進展速度が速くなっている。このうち試験No.13のものでは、ベイナイト組織になっておらず、疲労特性も劣化している。   In contrast, test no. Nos. 12 to 18 lack any of the requirements defined in the present invention, and none of them exhibits the effect of suppressing fatigue progress. That is, test no. In the case of 12, 13, the crystal orientation difference is low at a rate of 55-60 °, and the fatigue crack growth rate is high. Of these, test no. No. 13 does not have a bainite structure, and fatigue characteristics are also deteriorated.

試験No.14のものでは、C含有量が過剰になっており(表2の鋼種N)、本発明で目標とする極低Cベイナイト組織が得られず、HAZ靭性が劣化している。また、試験No.15のものでは、C含有量が更に過剰になっており(表2の鋼種O)、HAZ組織中のM−A量が促進され、靭性が劣化しており、また疲労強度も劣化している。   Test No. In the case of No. 14, the C content is excessive (steel type N in Table 2), the extremely low C bainite structure targeted in the present invention cannot be obtained, and the HAZ toughness is deteriorated. In addition, Test No. In the case of No. 15, the C content is further excessive (steel type O in Table 2), the amount of MA in the HAZ structure is promoted, the toughness is deteriorated, and the fatigue strength is also deteriorated. .

試験No.16のものでは、Mn含有量が過剰になっており(表2の鋼種P)、HAZ靭性が劣化している。また、試験No.17のものでは、Cr含有量が過剰になっており(表2の鋼種Q)、HAZ靭性が劣化している。更に、試験No.18のものでは、Mo含有量が過剰になっており(表2の鋼種R)、HAZ靭性が劣化している。   Test No. In No. 16, the Mn content is excessive (steel type P in Table 2), and the HAZ toughness is deteriorated. In addition, Test No. In No. 17, the Cr content is excessive (steel type Q in Table 2), and the HAZ toughness is deteriorated. Furthermore, test no. In No. 18, Mo content is excessive (steel type R in Table 2), and HAZ toughness is deteriorated.

表4の結果に基づき、PM値とvE-15の関係を図1に、結晶方位差が55〜60°の割合と疲労亀裂進展速度の関係を図2に夫々示す。PM値を0.27%未満とすることによって優れた靭性を発揮すると共に、結晶方位差が55〜60°の割合を0.3以上とすることによって疲労亀裂進展速度が十分低くなっていることが分かる。 Based on the results in Table 4, FIG. 1 shows the relationship between the PM value and vE- 15 , and FIG. 2 shows the relationship between the rate of the crystal orientation difference of 55-60 ° and the fatigue crack growth rate. Exhibiting excellent toughness by setting the PM value to less than 0.27%, and the fatigue crack growth rate being sufficiently low by setting the ratio of the crystal orientation difference of 55-60 ° to 0.3 or more I understand.

[実施例2]
前記表1に示した鋼種Aを用い、入熱量を変える以外は実施例と同様にしてHAZ再現試験を行なった。このときの入熱量:1〜20KJに相当するように、800〜500℃までの冷却時間を変えて熱サイクル試験を行なった。尚、入熱量1KJ/mmでは冷却時間10秒、入熱量2KJ/mmでは冷却時間20秒、入熱量5KJ/mmでは冷却時間40秒、入熱量7KJ/mmでは冷却時間60秒、入熱量15KJ/mmでは冷却時間120秒、入熱量20KJ/mmでは冷却時間160秒となる。
[Example 2]
Using the steel type A shown in Table 1, a HAZ reproduction test was conducted in the same manner as in the example except that the heat input was changed. A heat cycle test was performed by changing the cooling time to 800 to 500 ° C. so as to correspond to the heat input at this time: 1 to 20 KJ. The heat input is 1 KJ / mm, the cooling time is 10 seconds, the heat input is 2 KJ / mm, the cooling time is 20 seconds, the heat input is 5 KJ / mm, the cooling time is 40 seconds, the heat input is 7 KJ / mm, the cooling time is 60 seconds, and the heat input is 15 KJ / mm. The cooling time is 120 seconds for mm, and the cooling time is 160 seconds for a heat input of 20 KJ / mm.

その後、各試験片から2本のシャルピー衝撃試験片(JIS Z 2202 Vノッチ試験片)を採取し、各鋼板毎に10本で−15℃における平均衝撃吸収エネルギーvE-15を求めた。 Thereafter, two Charpy impact test pieces (JIS Z 2202 V notch test pieces) were collected from each test piece, and the average impact absorption energy vE- 15 at −15 ° C. was obtained with 10 pieces for each steel plate.

その結果を、下記表5に示すが、本発明の高張力鋼板(鋼種A)では、入熱量20KJ/mmまでは優れたHAZ靭性を示していることが分かる。   The results are shown in Table 5 below, and it can be seen that the high-tensile steel sheet (steel type A) of the present invention exhibits excellent HAZ toughness up to a heat input of 20 KJ / mm.

Figure 2007239049
Figure 2007239049

PM値とvE-15の関係を示すグラフである。It is a graph which shows the relationship between PM value and vE- 15 . 結晶方位差が55〜60°の割合と疲労亀裂進展速度の関係を示すグラフである。It is a graph which shows the relationship between the ratio of a crystal orientation difference of 55-60 degrees, and a fatigue crack growth rate.

Claims (7)

C:0.01〜0.05%(質量%の意味、以下同じ)、Si:1.0%以下(0%を含まない)、Mn:0.5〜2.0%、P:0.5以下(0%を含まない)、S:0.01%以下(0%を含まない)、Al:0.01〜0.07%、Cr:0.4〜2.0%、Nb:0.001〜0.050%、Ti:0.005〜0.03%、B:0.0005〜0.0030%、Ca:0.0005〜0.005%、N:0.0020〜0.010%を夫々含有すると共に、下記(1)式で規定されるPM値が0.27%未満を満足し、ベイナイト相を主体とする組織からなり、2つの結晶の方位差が15°以上の大角粒界で囲まれた領域を結晶粒としたとき、当該結晶粒の平均円相当径が15μm以下であって、隣接する結晶粒同士の方位差が55〜60°である割合が0.3以上であることを特徴とする疲労亀裂進展抑制および溶接熱影響部の靭性に優れた高降伏比高張力鋼板。
PM=[C]+[Mn]/30+[Cr]/23+[Mo]/5+[Si]/5
+[Cu]/50+[Ni]/50…(1)
但し、[C],[Mn],[Cr],[Mo],[Si],[Cu]および[Ni]は、夫々C,Mn,Cr,Mo,Si,CuおよびNiの含有量(質量%)を示す。
C: 0.01 to 0.05% (meaning of mass%, the same applies hereinafter), Si: 1.0% or less (not including 0%), Mn: 0.5 to 2.0%, P: 0.00. 5 or less (not including 0%), S: 0.01% or less (not including 0%), Al: 0.01 to 0.07%, Cr: 0.4 to 2.0%, Nb: 0 0.001 to 0.050%, Ti: 0.005 to 0.03%, B: 0.0005 to 0.0030%, Ca: 0.0005 to 0.005%, N: 0.0020 to 0.010 And a PM value defined by the following formula (1) satisfying less than 0.27%, consisting of a structure mainly composed of a bainite phase, and a large angle where the orientation difference between two crystals is 15 ° or more. When the region surrounded by the grain boundary is a crystal grain, the average equivalent circle diameter of the crystal grain is 15 μm or less, and the orientation difference between adjacent crystal grains is 55 μm. A high-yield ratio high-tensile steel sheet excellent in fatigue crack growth inhibition and toughness of the weld heat-affected zone, characterized in that the ratio of ˜60 ° is 0.3 or more.
PM = [C] + [Mn] / 30 + [Cr] / 23 + [Mo] / 5 + [Si] / 5
+ [Cu] / 50 + [Ni] / 50 (1)
However, [C], [Mn], [Cr], [Mo], [Si], [Cu] and [Ni] are the contents (mass of C, Mn, Cr, Mo, Si, Cu and Ni, respectively). %).
Mo:0.5%以下(0%を含まない)を含有するものである請求項1に記載の高降伏比高張力鋼板。   The high-yield ratio high-tensile steel sheet according to claim 1, which contains Mo: 0.5% or less (not including 0%). Cu:2.0%以下(0%を含まない)および/またはNi:2.0%以下(0%を含まない)を含有するものである請求項1または2に記載の高降伏比高張力鋼板。   3. High yield ratio high tension according to claim 1 or 2, which contains Cu: 2.0% or less (not including 0%) and / or Ni: 2.0% or less (not including 0%). steel sheet. V:0.05%以下(0%を含まない)を含有するものである請求項1〜3のいずれかに記載の高降伏比高張力鋼板。   The high yield ratio high-tensile steel sheet according to any one of claims 1 to 3, wherein V: 0.05% or less (not including 0%). Mg:0.005%以下(0%を含まない)を含有するものである請求項1〜4のいずれかに記載の高降伏比高張力鋼板。   The high yield strength high tensile strength steel sheet according to any one of claims 1 to 4, which contains Mg: 0.005% or less (not including 0%). Zr:0.005%以下(0%を含まない)を含有するものである請求項1〜5のいずれかに記載の高降伏比高張力鋼板。   The high yield ratio high-tensile steel sheet according to any one of claims 1 to 5, which contains Zr: 0.005% or less (excluding 0%). 希土類元素:0.0003〜0.003%を含有するものである請求項1〜6のいずれかに記載の高降伏比高張力鋼板。   The high-yield ratio high-tensile steel sheet according to any one of claims 1 to 6, which contains rare earth elements: 0.0003 to 0.003%.
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