JPS6250548B2 - - Google Patents

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Publication number
JPS6250548B2
JPS6250548B2 JP2992480A JP2992480A JPS6250548B2 JP S6250548 B2 JPS6250548 B2 JP S6250548B2 JP 2992480 A JP2992480 A JP 2992480A JP 2992480 A JP2992480 A JP 2992480A JP S6250548 B2 JPS6250548 B2 JP S6250548B2
Authority
JP
Japan
Prior art keywords
steel
strength
less
toughness
present
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
Application number
JP2992480A
Other languages
Japanese (ja)
Other versions
JPS56127750A (en
Inventor
Takahide Oono
Seinosuke Yano
Yoshihiro Okamura
Koichi Uchino
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
Original Assignee
Nippon Steel Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP2992480A priority Critical patent/JPS56127750A/en
Publication of JPS56127750A publication Critical patent/JPS56127750A/en
Publication of JPS6250548B2 publication Critical patent/JPS6250548B2/ja
Granted legal-status Critical Current

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  • Heat Treatment Of Steel (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は歪時効脆化の少ない構造用高張力鋼に
関するものである。 海洋構造物、フイツテング素材、タンク等の構
造用鋼には例えば強度が60キロ以上の高張力鋼が
要望されることが多く、またこれらの構造用鋼に
は板厚が例えば100mmと云うような厚手が要望さ
れる。 ところで、従来の構造用高張力鋼としては例え
ばMo、Ti、Nb、等の強化元素を添加した高張力
鋼があり、強度特性の高いものであるが、前記強
化元素は鋼の価格アツプの一因となること、これ
らの含有量が多くなると鋼の靭性が劣化の傾向に
あること、および前記強化元素を添加した高張力
鋼は板厚の厚みに制限を受ける等の問題がある。 またVを添加するとともにNを添加した高張力
鋼があり、これは厚手の高張力鋼として有用であ
るが、該高張力鋼には歪時効により脆化すると云
う欠点があつて、とに歪時効で靭性が劣化し、構
造用鋼としての安全性に問題をきたす。 このような実情に鑑みて、本発明者達は種々研
究検討したところ、VとNを添加した鋼に、Ca
またはMgを添加すると、歪時効後も衝撃吸収エ
ネルギーの低下が殆んどないこと、即ち歪時効に
よる靭性劣化が防止できることを見出し、この知
見に基づき歪時効脆化の少ない構造用高張力鋼を
提供するものである。 そしてその要旨は、 C:0.12〜0.25%、Si:0.1〜1.0%、Mn:0.5〜
2.0%、P:0.025%以下、S:0.01%以下、Al:
0.006〜0.06%、V:0.05〜0.2%、Cu:0.1〜0.5
%、Ni:0.1〜0.5%、Cr:0.05〜0.4%、Ti:
0.005〜0.03%、N:0.01〜0.03%に、Ca:0.0005
〜0.0070%、Mg:0.0005〜0.0070%、の少なくと
も1種を含有し、残部鉄および不可避不純物より
なる歪時効脆化の少ない構造用高張力鋼にある。 次に本発明を詳細に述べる。 まず本発明鋼における各成分元素の限定理由を
説明する。Cは強度を高めるために有効であるか
ら、0.12%以上含有せしめる。一方含有量があま
り多くなると溶接性を害するので0.25%以下とす
る。 Siは製鋼作業上から0.10%以上必要で、1.0%
を超えると靭性が劣化するので上限を1.0%とす
る。 Mnは強度と靭性に有効な成分で、その効果を
奏するためには0.5%以上必要であるが、一方含
有量が過多になると脆化するので2.0%以下とす
る。 Pは靭性を劣化するので、0.025%以下とす
る。Sも前記Pと同様な理由から0.01%以下とす
る。 Alは脱酸しキルド鋼とするため0.006%以上必
要である。一方AlはNとの親和力が強いのでこ
の含有量が多くなると後記するVNの生成を阻害
するから0.06%以下とする。 Vは本発明鋼で重要な成分で後記するNと析出
物VNを形成し、析出強化作用をもたせるために
0.05%以上添加する。一方この含有量が0.20%を
超えると析出強化作用が飽和し、これ以上含有さ
せても強度上昇は少ないから上限を0.20%とす
る。 Nは前記Vとともに本発明鋼で重要な成分で、
析出物VNにより強度を高めるよう従来鋼のN含
有量約0.0060%に較べ多い0.010%以上含有させ
る。一方0.03%以上になると製鋼作業で健全な鋼
塊を作ることがむずかしいので上限を0.03%とす
る。 このVNによる析出強化は、他のNb、Tiなどの
析出窒化物と比べて厚手の空冷材のような、緩冷
でも効果を発揮するという特徴がある。 CaとMgはともに歪時効による靭性劣化防止に
極めて有効な成分で、この効果を奏するために
Caは0.0005〜0.0070%、Mgは0.005〜0.0070%含
有される。Ca、Mgとも0.0005%以下では前記の
効果が得られず、0.0070%以上では靭性が劣化す
る。このCaとMgはともに含有させてもよいが、
いずれか一方を含有させてもよい。 第1図にCa含有による歪時効による靭性劣化
防止効果の1例を示す。この図から明らかなよう
に本発明鋼のCa含有鋼A(Ca:40ppm)はCaを
含有しない鋼Bにくらべ、歪時効による衝撃吸収
エネルギーvE−20の劣化が非常に少ない。尚、
図示例のベース成分は0.18C―0.45Si―1.45Mn―
0.02Al―0.08V―0.0190Nでt=50mmである。この
効果の理由は現在必ずしも明らかになつていない
がCaの窒化物が形成されてVN析出物以外のNを
無害化していると考えられる。 Cu、Ni、Cr、Tiは、すべて強度を高める成分
で、各々、効果を発揮するには、少なくとも
Cu0.1%、Ni0.1%、Cr0.05%、Ti0.005%は必要
で、コスト的に不利であると同時に多量添加は、
靭性に問題をきたすので、その上限をCu0.5%、
Ni0.5%、Cr0.4%、Ti0.03%とした。 これらの元素は、同時に添加することによつて
その効果が大きい。 本発明鋼は転炉あるいは電気炉などで溶製さ
れ、分塊圧延あるいは連続鋳造された後、熱間圧
延され圧延まま、あるいはその後焼準される。 本発明鋼はVとNをともに多量含有させている
ことからVN析出による強化作用は例えば熱間圧
延後の冷却速度が遅くとも、十分発揮されるので
厚手材の高張力鋼が製造される。 以下実施例を示す。 第1表に実施例の化学成分を示し、第2表に機
械的性質を示す。この実施例においてA―1、H
―1〜H―9は本発明鋼で、A―5は比較鋼であ
る。 第2表から明らかなように、本発明鋼は強度σ
B(引張り強さ)が60キロ級の高強度であり、歪
時効後も靭性の劣化が少ないことが認められる。
The present invention relates to a high tensile strength steel for structural use with less strain aging embrittlement. High tensile strength steel with a strength of 60 kg or more is often required for structural steels such as marine structures, building materials, tanks, etc., and these structural steels also require plate thicknesses of 100 mm or more. Thick material is required. By the way, conventional high-tensile strength steels for structural use include high-strength steels to which reinforcing elements such as Mo, Ti, and Nb are added, and these have high strength properties, but the above-mentioned reinforcing elements contribute to the increase in the price of steel. There are problems such as the fact that the toughness of the steel tends to deteriorate as the content of these elements increases, and that high-strength steels to which the above-mentioned strengthening elements are added are limited in plate thickness. There is also high-strength steel that has both V and N added, and this is useful as a thick high-strength steel, but this high-strength steel has the disadvantage of becoming brittle due to strain aging. The toughness deteriorates due to aging, which poses a safety problem as a structural steel. In view of these circumstances, the present inventors conducted various research studies and found that Ca
We also discovered that adding Mg causes almost no drop in shock absorption energy even after strain aging, which means that deterioration of toughness due to strain aging can be prevented. Based on this knowledge, we have developed high-strength steel for structural use with less strain-aging embrittlement. This is what we provide. And the gist is: C: 0.12~0.25%, Si: 0.1~1.0%, Mn: 0.5~
2.0%, P: 0.025% or less, S: 0.01% or less, Al:
0.006-0.06%, V: 0.05-0.2%, Cu: 0.1-0.5
%, Ni: 0.1~0.5%, Cr: 0.05~0.4%, Ti:
0.005-0.03%, N: 0.01-0.03%, Ca: 0.0005
-0.0070%, Mg: 0.0005-0.0070%, and the balance is iron and unavoidable impurities, making it a structural high-strength steel with little strain aging embrittlement. Next, the present invention will be described in detail. First, the reason for limiting each component element in the steel of the present invention will be explained. Since C is effective for increasing strength, it is contained in an amount of 0.12% or more. On the other hand, if the content is too high, weldability will be impaired, so the content should be 0.25% or less. Si is required at least 0.10% for steelmaking work, and 1.0%
If the content exceeds 1.0%, the toughness deteriorates, so the upper limit is set at 1.0%. Mn is an effective component for strength and toughness, and in order to achieve this effect it is necessary to have a content of 0.5% or more, but on the other hand, too much content causes embrittlement, so the content should be 2.0% or less. Since P deteriorates toughness, it should be kept at 0.025% or less. S is also set to 0.01% or less for the same reason as P above. Al is required at 0.006% or more to deoxidize and make killed steel. On the other hand, since Al has a strong affinity for N, if its content increases, it inhibits the formation of VN, which will be described later, so it is set to 0.06% or less. V is an important component in the steel of the present invention, and is used to form precipitates VN with N, which will be described later, to provide precipitation strengthening effect.
Add 0.05% or more. On the other hand, if the content exceeds 0.20%, the precipitation strengthening effect will be saturated, and even if the content exceeds this, the strength will not increase much, so the upper limit is set at 0.20%. N is an important component in the steel of the present invention along with the above-mentioned V,
In order to increase the strength by precipitated VN, the N content is increased to 0.010% or more compared to the approximately 0.0060% of conventional steel. On the other hand, if the content exceeds 0.03%, it will be difficult to produce a healthy steel ingot during steelmaking operations, so the upper limit is set at 0.03%. Precipitation strengthening by VN is more effective than other precipitated nitrides such as Nb and Ti in that it is effective even when cooled slowly, such as in thick air-cooled materials. Both Ca and Mg are extremely effective components for preventing toughness deterioration due to strain aging, and in order to achieve this effect,
Ca is contained in the range of 0.0005 to 0.0070%, and Mg is contained in the range of 0.005 to 0.0070%. If both Ca and Mg are less than 0.0005%, the above effect cannot be obtained, and if it is more than 0.0070%, the toughness deteriorates. Both Ca and Mg may be included, but
Either one may be included. Figure 1 shows an example of the effect of Ca inclusion on preventing deterioration of toughness due to strain aging. As is clear from this figure, the Ca-containing steel A (Ca: 40 ppm), which is the steel of the present invention, exhibits very little deterioration in impact absorption energy vE- 20 due to strain aging compared to steel B which does not contain Ca. still,
The base components in the illustrated example are 0.18C―0.45Si―1.45Mn―
0.02Al-0.08V-0.0190N and t=50mm. The reason for this effect is not necessarily clear at present, but it is thought that Ca nitride is formed and renders N other than VN precipitates harmless. Cu, Ni, Cr, and Ti are all components that increase strength, and each requires at least
Cu0.1%, Ni0.1%, Cr0.05%, and Ti0.005% are necessary, and at the same time are disadvantageous in terms of cost, adding large amounts is
Since it causes problems with toughness, the upper limit is set to 0.5% Cu.
Ni 0.5%, Cr 0.4%, Ti 0.03%. Adding these elements at the same time increases the effect. The steel of the present invention is melted in a converter or electric furnace, bloomed or continuously cast, and then hot rolled and as rolled, or subsequently normalized. Since the steel of the present invention contains a large amount of both V and N, the strengthening effect due to VN precipitation is sufficiently exerted even if the cooling rate after hot rolling is slow, so that a thick high-strength steel can be produced. Examples are shown below. Table 1 shows the chemical components of the examples, and Table 2 shows the mechanical properties. In this example, A-1, H
-1 to H-9 are the steels of the present invention, and A-5 is the comparative steel. As is clear from Table 2, the steel of the present invention has a strength σ
It has high strength with B (tensile strength) of 60 kg class, and it is recognized that there is little deterioration in toughness even after strain aging.

【表】【table】

【表】【table】 【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明鋼のCa含有鋼は歪時効により
靭性劣化がすくないことを示す線図。
FIG. 1 is a diagram showing that the toughness of the Ca-containing steel of the present invention is less likely to deteriorate due to strain aging.

Claims (1)

【特許請求の範囲】 1 C:0.12〜0.25%、 Si:0.1〜1.0%、 Mn:0.5〜2.0%、 P:0.025%以下、 S:0.01%以下、 Al:0.006〜0.06%、 V:0.05〜0.20%、 Cu:0.1〜0.5%、 Ni:0.1〜0.5%、 Cr:0.05〜0.4%、 Ti:0.005〜0.03%、 N:0.01〜0.03%に、 Ca:0.0005〜0.0070%、 Mg:0.0005〜0.0070%、 の少なくとも1種を含有し、残部鉄および不可避
不純物よりなる歪時効脆化の少ない構造用高張力
鋼。
[Claims] 1 C: 0.12 to 0.25%, Si: 0.1 to 1.0%, Mn: 0.5 to 2.0%, P: 0.025% or less, S: 0.01% or less, Al: 0.006 to 0.06%, V: 0.05 ~0.20%, Cu: 0.1~0.5%, Ni: 0.1~0.5%, Cr: 0.05~0.4%, Ti: 0.005~0.03%, N: 0.01~0.03%, Ca: 0.0005~0.0070%, Mg: 0.0005 ~0.0070% of at least one of the following, with the remainder being iron and unavoidable impurities, and having little strain aging embrittlement.
JP2992480A 1980-03-10 1980-03-10 Structural high tensile steel with reduced stress aging brittleness Granted JPS56127750A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2992480A JPS56127750A (en) 1980-03-10 1980-03-10 Structural high tensile steel with reduced stress aging brittleness

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2992480A JPS56127750A (en) 1980-03-10 1980-03-10 Structural high tensile steel with reduced stress aging brittleness

Publications (2)

Publication Number Publication Date
JPS56127750A JPS56127750A (en) 1981-10-06
JPS6250548B2 true JPS6250548B2 (en) 1987-10-26

Family

ID=12289534

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2992480A Granted JPS56127750A (en) 1980-03-10 1980-03-10 Structural high tensile steel with reduced stress aging brittleness

Country Status (1)

Country Link
JP (1) JPS56127750A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001075182A1 (en) 2000-04-04 2001-10-11 Nippon Steel Corporation Rolled h-shaped steel having uniform microstructure and uniform mechanical properties and method for producing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001075182A1 (en) 2000-04-04 2001-10-11 Nippon Steel Corporation Rolled h-shaped steel having uniform microstructure and uniform mechanical properties and method for producing the same

Also Published As

Publication number Publication date
JPS56127750A (en) 1981-10-06

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