JP3298665B2 - Manufacturing method of high fatigue strength steel sheet for welded joint - Google Patents

Manufacturing method of high fatigue strength steel sheet for welded joint

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Publication number
JP3298665B2
JP3298665B2 JP20395292A JP20395292A JP3298665B2 JP 3298665 B2 JP3298665 B2 JP 3298665B2 JP 20395292 A JP20395292 A JP 20395292A JP 20395292 A JP20395292 A JP 20395292A JP 3298665 B2 JP3298665 B2 JP 3298665B2
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JP
Japan
Prior art keywords
steel sheet
steel
rolling
less
surface layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP20395292A
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Japanese (ja)
Other versions
JPH0649587A (en
Inventor
忠 石川
博 竹澤
裕治 野見山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
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Nippon Steel Corp
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Priority to JP20395292A priority Critical patent/JP3298665B2/en
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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は溶接継手用高疲労強度鋼
製造方法に関するものである。
The present invention relates to a method of manufacturing a high fatigue strength steel sheet for welded joints.

【0002】[0002]

【従来の技術】構造物の軽量化、大容量化の要求に応
え、構造用鋼板の高強度化が急速に進んでいる。しかし
ながら、繰り返し荷重を受ける構造物では、降伏強度の
みならず疲労強度を考慮しなければならず、高強度化の
ニーズに応えることができない場合があり、疲労強度の
向上が切望されている。特に、溶接構造物では溶接止端
部から疲労亀裂の発生する場合が多く、鋼材の強度を向
上させても疲労強度は殆ど向上しない。
2. Description of the Related Art In response to demands for lighter structures and larger capacities of structures, the strength of structural steel sheets is rapidly increasing. However, in a structure that is subjected to a repeated load, not only the yield strength but also the fatigue strength must be taken into consideration, and it may not be possible to meet the needs for higher strength. In particular, in a welded structure, fatigue cracks often occur from the weld toe, and even if the strength of the steel material is improved, the fatigue strength hardly improves.

【0003】溶接構造物の疲労強度は、主として溶接部
の止端部形状によって支配されることが知られており、
溶接部の止端部処理等の疲労強度向上策が適用されるこ
とがある。しかし、止端部処理は、構造物の建造工数を
増大させるばかりでなく、溶接部位によっては止端部処
理が実施できない場合も多く、鋼材面から疲労強度向上
が切望されている。
It is known that the fatigue strength of a welded structure is mainly governed by the shape of the toe of the weld.
In some cases, measures for improving fatigue strength such as treatment of a toe portion of a welded portion are applied. However, the toe treatment not only increases the number of man-hours for building the structure, but also often cannot be carried out depending on the welded portion, and there is a strong demand for improvement in fatigue strength from the steel surface.

【0004】溶接継手部の疲労破壊は一般に応力集中の
大きな溶接止端部から発生するため、発生特性は溶接止
端部形状に大きく影響され、鋼材組成、組織には殆ど影
響しないことが知られている。そこで、鋼材組織を制御
して疲労特性を向上させるためには、止端部で発生した
板厚方向への疲労亀裂の伝播を遅延させることが有効で
ある。
[0004] Since fatigue fracture of a welded joint generally occurs from a weld toe where stress concentration is large, it is known that the occurrence characteristics are greatly affected by the shape of the weld toe and have little effect on the steel material composition and structure. ing. Therefore, in order to improve the fatigue properties by controlling the steel structure, it is effective to delay the propagation of fatigue cracks generated at the toe in the thickness direction.

【0005】一方セパレーションを発生させて、疲労伝
播を遅延させる手段は応力の大きい範囲でしかセパレー
ションは発生せず、またこの効果は応力範囲の小さい領
域でしか有効でないため、工業的に疲労強度を向上させ
るのは難しい。
On the other hand, the means for generating separation and delaying the propagation of fatigue causes separation only in a range of large stress, and this effect is effective only in a small range of stress. Difficult to improve.

【0006】本発明者らは特願平4−68497号明細
書においてAc3 点以上の温度の鋼片もしくは鋼板を、
圧延中途中水冷時の板厚をt0 とした時、表層から少な
くとも板厚方向に0.05×t0 (mm)以上の領域を2
℃/sec以上の冷速でAr1 点以下に急冷して、その後、
当該表層部がAr3 点以上の温度から圧延を開始もしく
は再開し、(Ac3 点−100)℃点からAc3 点の温
度範囲で圧延を終了し、その後Ac3 点以上に復熱させ
ることなく少なくともAr1 点までを当該表層部を1℃
/sec以上の冷速で冷却し、鋼板表裏面から少なくとも板
厚の5%以上の範囲にわたって、隣接する結晶粒同士で
結晶方位の等しい粒から構成されるコロニーのアスペク
ト比(長軸径/短軸径の比)が4以上でかつその短軸径
が5μm以下の組織を得る疲労特性の優れた鋼板の製造
方法を提案している。
The present inventors have disclosed in Japanese Patent Application No. 4-68497 a billet or a steel plate having a temperature of Ac 3 or more.
Assuming that the sheet thickness during water-rolling during rolling is t 0 , an area of 0.05 × t 0 (mm) or more from the surface layer at least in the sheet thickness direction is 2
Rapid cooling to Ar 1 point or less at a cooling speed of at least
The surface layer portion starts or resumes rolling from a temperature of more than 3 points Ar, (Ac 3 point -100) to exit the rolling in a temperature range of Ac 3 point from ℃ point, be recuperation or more subsequent Ac 3 point At least up to Ar 1 point, and
/ sec or more at a cooling speed of not less than 5% of the plate thickness from the front and back surfaces of the steel plate, and the aspect ratio (long axis diameter / short diameter) of a colony composed of grains having the same crystal orientation between adjacent crystal grains. A method of manufacturing a steel sheet having excellent fatigue properties to obtain a structure having a ratio of a shaft diameter of 4 or more and a short axis diameter of 5 μm or less is proposed.

【0007】[0007]

【発明が解決しようとする課題】本発明は、溶接部の疲
労強度を向上させるために、疲労亀裂の初期過程の伝播
を阻止し得る製造技術を提供することを課題とするもの
である。
SUMMARY OF THE INVENTION It is an object of the present invention, in order to improve the fatigue strength of the welded portion, it is an object to provide a manufacturing technique which can prevent the propagation of the initial course of fatigue cracks.

【0008】[0008]

【課題を解決するための手段】本発明の要旨は、Ac3
点以上の温度の鋼片もしくは鋼板を、圧延中途中水冷時
の板厚をt0 、製品板厚をtとした時、表から少なく
とも板厚方向に2×t0 /t(mm)以上、0.3×t0
以下の表層領域を2℃/sec以上の冷速でAr1点以下ま
で急冷して、その後、当該表層領域がAr3 以下の温度
から圧延を再開し、(Ac3 −50)℃からAc3 ℃の
範囲で圧延を終了し、その後、当該表層領域をAc3
以上に復熱させることなく少なくともAr1 点まで
℃/sec以上の冷速で冷却し、更に(Ac1 −100)℃
から(Ac1 )℃の範囲で120秒以上滞留させながら
Ac3 以上の温度にさせた後、10℃/sec以上の冷速で
急冷したことを特徴とする溶接継手用高疲労強度鋼板の
製造方法である。
The gist of the present invention is that Ac 3
The steel strip or steel sheet of a point above the temperature, the plate thickness at the middle in the rolling water cooling t 0, when the product thickness was t, 2 × t 0 / t (mm) or more at least in the thickness direction from the front surface , 0.3 × t 0
And rapidly cooled to Ar 1 point or less at 2 ° C. / sec or more cooling rate the surface area below, then, the surface area is resumed rolling from Ar 3 temperature below, Ac from (Ac 3 -50) ℃ 3 Exit rolled in the range of ° C., after which the surface area to at least Ar 1 point without recuperation three or more points Ac 1
° C. and cooled in / sec or more cooling rate, further (Ac 1 -100) ℃
A high fatigue strength steel sheet for welded joints, wherein the steel sheet is heated to a temperature of Ac 3 or more while staying at a temperature of (Ac 1 ) ° C. for 120 seconds or more and then rapidly cooled at a cooling rate of 10 ° C./sec or more. Is the way.

【0009】[0009]

【発明の実施の形態】本発明において対象とする構造用
鋼は、通常の溶接構造用鋼が所用の材質を得るために定
めている添加元素の種類と量を含む鋼である。
BEST MODE FOR CARRYING OUT THE INVENTION The structural steel to be used in the present invention is a steel containing the types and amounts of additional elements which are determined by ordinary welded structural steel to obtain the required material.

【0010】これ等の各成分元素とその添加理由と量を
以下に示す。Cは、鋼の強度を向上する有効な成分とし
て添加するものであるが、0.20%を超える過剰な含
有量では、2相域圧延時の変形抵抗を増して圧延を困難
にするばかりか、溶接部に島状マルテンサイトを析出
し、鋼の靭性を著しく劣化させるので、0.20%以下
に規制する。
[0010] Each of these constituent elements, the reasons for their addition, and their amounts are shown below. C is added as an effective component for improving the strength of steel. However, an excessive content exceeding 0.20% not only increases the deformation resistance during two-phase rolling, but also makes rolling difficult. In addition, since island martensite precipitates in the welded portion and significantly deteriorates the toughness of steel, the content is restricted to 0.20% or less.

【0011】Siは溶鋼の脱酸元素として必要であり、
また強度増加元素として有用であるが、1.0%を超え
て過剰に添加すると、鋼の加工性を低下させ、溶接部の
靭性を劣化させる。また、0.01%未満では脱酸効果
が不十分なため、添加量を0.01〜1.0%に規制す
る。
[0011] Si is required as a deoxidizing element of molten steel,
Further, it is useful as a strength increasing element, but if added in excess of 1.0%, the workability of the steel is reduced, and the toughness of the weld is deteriorated. Further, if the content is less than 0.01%, the deoxidizing effect is insufficient, so the addition amount is restricted to 0.01 to 1.0%.

【0012】Mnも脱酸成分元素として必要であり、
0.3%未満では鋼の清浄度を低下し、加工性を害す
る。また鋼材の強度を向上する成分として0.3%以上
の添加が必要である。しかし、Mnは変態温度を下げる
ので、過剰の添加により2相域圧延温度が下がりすぎ、
変形抵抗の上昇をきたすので、2.0%を上限とする。
Mn is also required as a deoxidizing component element,
If it is less than 0.3%, the cleanliness of the steel is reduced and the workability is impaired. Further, it is necessary to add 0.3% or more as a component for improving the strength of the steel material. However, since Mn lowers the transformation temperature, the excessive addition lowers the two-phase rolling temperature too much,
Since deformation resistance increases, the upper limit is 2.0%.

【0013】Al及びNは、Al窒化物による鋼の微細
化の他、圧延過程での固溶、析出により、鋼の結晶方位
の整合及び再結晶に有効な働きをさせるために添加す
る。しかし、添加量が少ない時にはその効果がなく、過
剰の場合には鋼の靭性を劣化させるので、Al:0.0
01〜0.20%、N:0.020%以下に限定する。
以上が、本発明が対象とする鋼の基本成分であるが、好
ましくはNb0.2%以下、Ceq0.4%以下を含む
ことができる。更に母材強度の上昇あるいは、継手靭性
の向上の目的のため、要求される性質に応じて、合金元
素を添加する場合は、変態温度を下げすぎると2相域で
の変形抵抗が増し、圧延が困難になるので、合金の添加
量としては、Ni,Cr,Mo,Cu,W,Co,V,
Ti,Zr,Ta,Hf,希土類元素,Y,Ca,M
g,Te,Se,Bを1種類以上添加してよいが、合計
で4.5%以内に規制する。
[0013] Al and N are added to refine the steel by Al nitrides, and also to provide a solid solution and precipitation during the rolling process, thereby making the crystal orientation of the steel effective and effective for recrystallization. However, when the addition amount is small, the effect is not obtained, and when the addition amount is excessive, the toughness of the steel is deteriorated.
01 to 0.20%, N: 0.020% or less.
The above are the basic components of the steel targeted by the present invention, but preferably contain Nb 0.2% or less and Ceq 0.4% or less. Further, when alloying elements are added in accordance with the required properties for the purpose of increasing the base material strength or improving the joint toughness, if the transformation temperature is too low, the deformation resistance in the two-phase region increases, and the rolling resistance increases. , It is difficult to add Ni, Cr, Mo, Cu, W, Co, V,
Ti, Zr, Ta, Hf, rare earth element, Y, Ca, M
One or more of g, Te, Se, and B may be added, but the total amount is regulated within 4.5%.

【0014】溶接部では、疲労亀裂が溶接止端部から発
生することが知られている。これは、溶接のミクロ欠陥
の存在を100%否定しきれず、疲労亀裂の発生を阻止
するのは困難である。また鋼板表層部に隅肉溶接される
と熱影響により鋼板の組織、硬さが変化するが、熱影響
範囲外で、溶接金属より硬い層が存在すると、疲労亀裂
先端の塑性域の広がりが阻止されるため、疲労亀裂伝播
が大幅に遅延する。この亀裂伝播の遅延は、周囲の硬さ
分布により決まる。
[0014] It is known that a fatigue crack is generated from a weld toe in a weld. This cannot completely deny the existence of micro defects in the weld, and it is difficult to prevent the occurrence of fatigue cracks. In addition, when fillet welding is applied to the surface layer of the steel sheet, the structure and hardness of the steel sheet change due to heat effects.However, if there is a layer harder than the weld metal outside the heat affected area, the plastic zone at the tip of the fatigue crack is prevented from spreading. Therefore, fatigue crack propagation is greatly delayed. This crack propagation delay is determined by the surrounding hardness distribution.

【0015】発明者らの知見によると疲労亀裂先端にお
いて、図1に示す硬さ分布で疲労亀裂伝播試験繰り返
した結果、表層部(前記表面から少なくとも板厚方向に
2×t 0 /t(mm)以上、0.3×t 0 以下の領域)の
硬さとこれより内部の硬さの差がビッカース硬さHv
(10)で50ポイント以上あると、疲労亀裂伝播を大
きく遅延できることがわかった。
According to the findings of the inventors, as a result of repeating the fatigue crack propagation test with the hardness distribution shown in FIG. 1 at the fatigue crack tip, the surface layer portion (at least in the thickness direction from the surface).
2 × t 0 / t (mm) or more and 0.3 × t 0 or less)
The difference between hardness and internal hardness is Vickers hardness Hv
It was found that the fatigue crack propagation can be greatly delayed when the number of points is 50 or more in (10) .

【0016】本発明では板厚の2mm以上、30%以下の
範囲にわたって硬さの差を設けるが、溶接部の熱影響幅
以上の領域で周囲より硬ければよい。実験によると対象
とする隅肉溶接止端部の熱影響幅が1mm〜1.5mmであ
るので、2mm以上とした。
In the present invention, the difference in hardness is provided over a range of not less than 2 mm and not more than 30% of the plate thickness. According to the experiment, the heat-affected width of the target fillet weld toe was 1 mm to 1.5 mm, so it was set to 2 mm or more.

【0017】また板厚の30%までで板厚方向へ進展す
る疲労破壊の寿命の大部分をしめるので、30%以上硬
くする必要がない。また板中央部の板厚30%以上を硬
くすると、著しく靭性が劣化する。従って板厚30%以
下とした。
Further, up to 30% of the thickness of the sheet, the life of the fatigue fracture which propagates in the direction of the thickness is reduced, so that it is not necessary to harden the sheet by 30% or more. Further, when the sheet thickness at the center of the sheet is 30% or more, the toughness is remarkably deteriorated. Therefore, the thickness is set to 30% or less.

【0018】鋼板表層部に本発明の組織を形成せしめる
ためには、例えば、圧延中に鋼板表面を水冷し、Ar1
点以下とすることで一旦フェライト変態させてしまい、
冷却によっても殆ど温度の低下しない板厚中心部の顕熱
を利用して、表層部のフェライト組織を昇温させながら
更に圧延を行い、表層部を1℃/sec以上の冷速で冷却
し、表層部に残留転位密度の高い改質組織を形成する。
In order to form the structure of the present invention on the surface layer of the steel sheet, for example, the surface of the steel sheet is water-cooled during rolling, and Ar 1
If it is below the point, it will be transformed into ferrite once,
Utilizing the sensible heat at the center of the sheet thickness where the temperature hardly decreases even by cooling, further rolling is performed while raising the temperature of the ferrite structure of the surface layer, and the surface layer is cooled at a cooling rate of 1 ° C / sec or more, A modified structure having a high residual dislocation density is formed in the surface layer.

【0019】更に(Ac1 −100)℃−(Ac1 )℃
の範囲で120秒以上滞留させながらAc3 以上の温度
にさせた後10℃/sec以上の冷速で冷却すると、120
秒以上の滞留によって加工フェライト粒は成長して粒径
大となり、更にγ相を得て、10℃/sec以上の急冷によ
ってマルテンサイトに相変態し、焼入性向上をもたら
す。
Further, (Ac 1 -100) ° C .- (Ac 1 ) ° C.
When the temperature is kept at a temperature of Ac 3 or more while staying for 120 seconds or more in the range, cooling is performed at a cooling rate of 10 ° C./sec or more.
The processed ferrite grains grow by the residence for more than one second and become larger in grain size, further obtain a γ phase, and are transformed into martensite by rapid cooling at 10 ° C./sec or more, thereby improving the hardenability.

【0020】図は本発明における加工熱履歴を示し、
は本発明の鋼板の表層部及び内部の粒径変化を模式
的に示す。10は外層、11は内層を示す。
FIG. 2 shows the processing heat history in the present invention.
FIG. 3 schematically shows the change in the particle size of the surface layer portion and the inside of the steel sheet of the present invention. 10 indicates an outer layer, and 11 indicates an inner layer.

【0021】[0021]

【実施例】供試鋼の成分を表1に、製造条件及び得られ
た材質を表2に示す。
EXAMPLES The components of the test steel are shown in Table 1, and the manufacturing conditions and the obtained materials are shown in Table 2.

【0022】[0022]

【表1】 [Table 1]

【0023】[0023]

【表2】 [Table 2]

【0024】[0024]

【表3】 [Table 3]

【0025】[0025]

【表4】 [Table 4]

【0026】[0026]

【表5】 [Table 5]

【0027】[0027]

【表6】 [Table 6]

【0028】[0028]

【表7】 [Table 7]

【0029】表2の試験番号1〜12は本発明例、試験
番号13〜24は比較例を示している。本発明例による
ものは各部位の平均硬さが表層部と内部とは、ビッカー
ス硬さHv(10)で50ポイント以上の差を有し、疲
労強度、継手靭性に優れている。
Test Nos. 1 to 12 in Table 2 show examples of the present invention, and Test Nos. 13 to 24 show comparative examples. According to the Invention Example The interior and the surface layer portion average hardness of each site, Vickers
It has a difference of 50 points or more in hardness Hv (10) , and is excellent in fatigue strength and joint toughness.

【0030】一方比較例13は所定の途中冷却、圧延過
程を経ているが、Ac1 −100〜Ac1 の間の滞留時
間が短かかったので、旧オーステナイト粒径が小さく充
分な硬さが得られなかった。
On the other hand Comparative Example 13 given the way the cooling, but through a rolling process, Ac 1 since -100~Ac residence time between 1 took short, prior austenite grain size is small enough hardness is obtained I couldn't.

【0031】比較例14,17〜24は昇温中圧延とな
っていないため表層部での残留転位密度が内部とかわら
ず、その後熱処理を適用した14,19,20において
も表層部のみ粗大オーステナイト粒とする作用を活用で
きなかった。比較例14は熱処理の保持温度が高かった
ため表層部の硬度は高くなったが、内部も硬化してしま
い、靭性、伸びが充分ではなかった。
In Comparative Examples 14, 17 to 24, since the rolling was not performed during the heating, the residual dislocation density in the surface layer did not change to the inside. The effect of granulation could not be utilized. In Comparative Example 14, the hardness of the surface layer was increased due to the high holding temperature of the heat treatment, but the inside was hardened, and the toughness and elongation were not sufficient.

【0032】比較例15は昇温圧延後の最高復熱温度が
Ac3 以上となり、残留転位密度が減少してしまったた
め、その後Ac1 −100〜Ac1 での保持でも粒の成
長は顕著でなく、旧オーステナイト粒径を粗大化でき
ず、充分な表層硬さを得られなかった。
[0032] Comparative Example 15 is the maximum recuperation temperature after heated rolling becomes Ac 3 or more, the residual dislocation density has been reduced, the grain growth in the retention of the subsequent Ac 1 -100~Ac 1 pronounced In addition, the prior austenite particle size could not be coarsened, and sufficient surface hardness could not be obtained.

【0033】比較例16は所定の昇温圧延を経たもの
の、熱処理の保持温度が低かったため、マルテンサイト
率が充分でなく所定の硬さレベルに達しなかった。
In Comparative Example 16, although the steel sheet was subjected to a predetermined temperature-increasing rolling, the holding temperature of the heat treatment was low, so that the martensite ratio was insufficient and did not reach the predetermined hardness level.

【0034】比較例17,18,21〜24は熱処理を
適用していないので、表層部の硬さは内部とかわらず一
般的な疲労強度レベルとなっている。
In Comparative Examples 17, 18, 21 to 24, no heat treatment was applied, so that the hardness of the surface layer was at a general fatigue strength level regardless of the inside.

【0035】比較例19は熱処理を適用しているので表
層硬化されているが、その厚みが30%以上あり、加工
時の必要荷重の改善がされていない。
In Comparative Example 19, since the heat treatment was applied, the surface layer was hardened, but the thickness was 30% or more, and the required load during processing was not improved.

【0036】更に比較例20は熱処理後の冷速が小さか
ったためマルテンサイトが得られず、表層部が硬化され
ていない。尚、表層硬化させているにもかかわらず化学
成分で硬化をさせていないので溶接継手靭性の劣化はな
い。
Further, in Comparative Example 20, martensite was not obtained because the cooling rate after the heat treatment was low, and the surface layer was not cured. In addition, although the surface layer is hardened, it is not hardened by a chemical component, so that there is no deterioration in weld joint toughness.

【0037】[0037]

【発明の効果】本発明によると表層部に溶接金属より硬
い層が存在すると、疲労亀裂先端の塑性域の広がりが阻
止され、疲労亀裂伝播が大幅に遅延するので、溶接継手
用高疲労強度鋼としてその用途が大きい。
According to the present invention, if a layer harder than the weld metal is present on the surface layer, the extension of the plastic zone at the tip of the fatigue crack is prevented, and the propagation of the fatigue crack is greatly delayed. Its use is great.

【図面の簡単な説明】[Brief description of the drawings]

【図1】伝播遅延と硬さの差との関係を示す図表であ
る。
FIG. 1 is a table showing a relationship between a propagation delay and a difference in hardness.

【図2】本発明の加工熱履歴の図表である。FIG. 2 is a chart of a processing heat history of the present invention.

【図3】本発明の鋼板組織の模式図である。FIG. 3 is a schematic view of a steel sheet structure of the present invention.

フロントページの続き (56)参考文献 特開 平5−271856(JP,A) 特開 平5−271860(JP,A) 特開 平6−49596(JP,A) 特開 平6−49595(JP,A) 特開 平3−187738(JP,A) 特開 平4−141517(JP,A) 特開 平3−104820(JP,A) 特開 昭53−80317(JP,A) (58)調査した分野(Int.Cl.7,DB名) C21D 8/02 C22C 38/00 - 38/60 Continuation of the front page (56) References JP-A-5-271856 (JP, A) JP-A-5-271860 (JP, A) JP-A-6-49596 (JP, A) JP-A-6-49595 (JP) JP-A-3-187738 (JP, A) JP-A-4-141517 (JP, A) JP-A-3-104820 (JP, A) JP-A-53-80317 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) C21D 8/02 C22C 38/00-38/60

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 Ac3 点以上の温度の鋼片もしくは鋼板
を、圧延中途中水冷時の板厚をt0 、製品板厚をtとし
た時、表から少なくとも板厚方向に2×t0 /t(m
m)以上、0.3×t0 以下の表層領域を2℃/sec以上
の冷速でAr1点以下まで急冷して、その後、当該表層
領域がAr3 以下の温度から圧延を再開し、(Ac3
50)℃からAc3 ℃の範囲で圧延を終了し、その後
当該表層領域をAc3 点以上に復熱させることなく少な
くともAr1 点まで1℃/sec以上の冷速で冷却し、更
に(Ac1 −100)℃から(Ac1 )℃の範囲で12
0秒以上滞留させながらAc3 以上の温度にさせた後、
10℃/sec以上の冷速で急冷したことを特徴とする溶接
継手用高疲労強度鋼板の製造方法。
The steel strip or steel sheet according to claim 1] Ac 3 point or higher, the thickness at the middle in the rolling water cooling t 0, when the product thickness was t, 2 × t in at least the thickness direction from the front surface 0 / t (m
m) The surface layer area of not less than 0.3 × t 0 is rapidly cooled at a cooling rate of not less than 2 ° C./sec to Ar 1 point or less.
Rolling is resumed from a temperature of the region Ar 3 or less, and (Ac 3
50) to exit the rolling within a range of Ac 3 ° C. from ° C., then,
The surface layer region is cooled to at least Ar 1 point without recuperation to the Ac 3 point or more at 1 ° C. / sec or more cooling rate, 12 in further (Ac 1 -100) from ° C. (Ac 1) of ° C. range
After keeping the temperature of Ac 3 or more while keeping it for 0 second or more,
A method for producing a high fatigue strength steel sheet for a welded joint, wherein the steel sheet is quenched at a cooling rate of 10 ° C./sec or more.
JP20395292A 1992-07-30 1992-07-30 Manufacturing method of high fatigue strength steel sheet for welded joint Expired - Fee Related JP3298665B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20395292A JP3298665B2 (en) 1992-07-30 1992-07-30 Manufacturing method of high fatigue strength steel sheet for welded joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20395292A JP3298665B2 (en) 1992-07-30 1992-07-30 Manufacturing method of high fatigue strength steel sheet for welded joint

Publications (2)

Publication Number Publication Date
JPH0649587A JPH0649587A (en) 1994-02-22
JP3298665B2 true JP3298665B2 (en) 2002-07-02

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JP5212124B2 (en) * 2009-01-09 2013-06-19 新日鐵住金株式会社 Thick steel plate and manufacturing method thereof
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