JPH0978182A - Mechanical structural steel with excellent delayed fracture resistance - Google Patents
Mechanical structural steel with excellent delayed fracture resistanceInfo
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- JPH0978182A JPH0978182A JP23796595A JP23796595A JPH0978182A JP H0978182 A JPH0978182 A JP H0978182A JP 23796595 A JP23796595 A JP 23796595A JP 23796595 A JP23796595 A JP 23796595A JP H0978182 A JPH0978182 A JP H0978182A
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Abstract
(57)【要約】
【課題】耐遅れ破壊性に優れた機械構造用鋼を提供す
る。
【解決手段】C:0.3〜0.6%、Si:0.5〜
2.0%、Cu:0.1〜1.0%、Cr:0.1〜
1.5%、Al:0.005〜0.010%、Nb:
0.005〜0.20%、Ni:0.05〜0.50
%、V:0.01〜0.30%、Mn:0.5%未満、
N:0.01%以下、Zr:0〜0.15%、Ti:0
〜0.10%、B:0〜0.0050%、Mo:0.0
1%以下、P:0.015%以下、S:0.01%以
下、残部Feと不可避不純物の組成を有し、且つ、1.
93≦Al/{N−(Zr/6.25)−(Ti/3.
43)−(B/0.78)}≦10を満たす耐遅れ破壊
性に優れた機械構造用鋼。なお上記不等式における元素
記号はその元素の含有量を意味する。組織は焼入れ焼戻
し組織であることが望ましい。
(57) [Abstract] [PROBLEMS] To provide a mechanical structural steel having excellent delayed fracture resistance. SOLUTION: C: 0.3-0.6%, Si: 0.5-
2.0%, Cu: 0.1 to 1.0%, Cr: 0.1
1.5%, Al: 0.005-0.010%, Nb:
0.005 to 0.20%, Ni: 0.05 to 0.50
%, V: 0.01 to 0.30%, Mn: less than 0.5%,
N: 0.01% or less, Zr: 0 to 0.15%, Ti: 0
~ 0.10%, B: 0 to 0.0050%, Mo: 0.0
1% or less, P: 0.015% or less, S: 0.01% or less, the balance Fe and the composition of unavoidable impurities, and
93 ≦ Al / {N− (Zr / 6.25) − (Ti / 3.
43)-(B / 0.78)} ≦ 10, which is a steel for machine structural use excellent in delayed fracture resistance. The element symbol in the above inequality means the content of that element. The structure is preferably a quenched and tempered structure.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、160kgf/mm2以上の
引張強さを有し、且つ、耐遅れ破壊性に優れた高張力ボ
ルトやPC鋼棒、更には大型機械用の高張力鋼板として
使用される機械構造用鋼に関する。TECHNICAL FIELD The present invention relates to a high-tensile bolt and a PC steel rod having a tensile strength of 160 kgf / mm 2 or more and excellent in delayed fracture resistance, and a high-tensile steel plate for a large machine. The present invention relates to machine structural steel used as.
【0002】[0002]
【従来の技術】近年、特に構造物の大型化、自動車やト
ラック及び土木・鉱山機械などの軽量化に伴い、今まで
以上に高強度な機械構造用鋼、特に高張力ボルトやPC
鋼棒の開発が必要とされている。2. Description of the Related Art In recent years, mechanical structural steels, especially high-tensile bolts and PCs, which have higher strength than ever, have been produced due to the increase in size of structures and the weight reduction of automobiles, trucks, civil engineering and mining machinery, etc.
Development of steel rod is needed.
【0003】従来、一般に使用されている機械構造用鋼
は、引張強さ100kgf/mm2レベルでは例えば、0.4%C
−1.05%Cr−0.23%Moの組成を有するJI
SG4105(1989)に規定されたSCM440の
低合金鋼、引張強さ130kgf/mm2レベルでは、例えば、
0.17%C−3%Ni−1.6%Cr−0.5%Mo
の組成を有するJISG4103(1989)に規定さ
れたSNCM616の低合金鋼の熱間圧延材に焼入れ焼
戻し処理を施すことによって製造されている。又、引張
強さ174kgf/mm2レベルのものは、上記の低合金鋼の熱間
圧延材に熱処理条件を変えて焼入れ焼戻し処理を施すこ
とによって製造されている。しかしこれらの機械構造用
鋼を実用に供した場合、使用中に遅れ破壊を生じること
があるため、高張力ボルトやPC鋼棒を始めとして自動
車や土木用機械の重要保安部品として用いるに際し、品
質の安定性に欠けることが問題となっていた。Conventionally, generally used steel for mechanical structures has a tensile strength of 100 kgf / mm 2 level, for example, 0.4% C
JI having a composition of -1.05% Cr-0.23% Mo
In the low alloy steel of SCM440 specified in SG4105 (1989), the tensile strength of 130 kgf / mm 2 level, for example,
0.17% C-3% Ni-1.6% Cr-0.5% Mo
It is manufactured by subjecting a hot-rolled material of a low alloy steel of SNCM616 specified in JIS G4103 (1989) having the composition of No. 1 to quench hardening and tempering treatment. Further, those having a tensile strength of 174 kgf / mm 2 level are manufactured by subjecting the above hot-rolled material of the low alloy steel to quenching and tempering treatment under different heat treatment conditions. However, when these mechanical structural steels are put into practical use, delayed fracture may occur during use, so when using them as important safety parts for automobiles and civil engineering machinery, including high-tensile bolts and PC steel rods, quality Lack of stability was a problem.
【0004】なお、遅れ破壊とは静荷重下におかれた鋼
がある時間経過後に突然脆性的に破断する現象であり、
外部環境から鋼中に侵入した水素による一種の水素脆性
とされている。Delayed fracture is a phenomenon in which steel placed under static load suddenly becomes brittle after a certain period of time.
It is considered to be a kind of hydrogen embrittlement due to hydrogen that has penetrated into steel from the external environment.
【0005】このようなことから、上記の機械構造用鋼
においては、今のところその強度レベルを引張強さで10
0kgf/mm2以下にすることが実用上望ましいとされてい
る。From the above, the strength level of the above-mentioned steel for machine structural use has so far been 10% in terms of tensile strength.
It is said that it is practically desirable to set it to 0 kgf / mm 2 or less.
【0006】これに対して、上記の通常の低合金鋼より
耐遅れ破壊性の優れた鋼として、例えば、18%Ni−
7.5%Co−5%Mo−0.5%Ti−0.1%Al
の組成を有する18%Niマルエージング鋼があるが、
極めて高価であるために経済性の観点から用途が限られ
ている。そこで、経済性を考慮した高強度且つ耐遅れ破
壊性に優れた構造用鋼及び高強度ボルト用鋼が、例え
ば、特開昭58−84960号、同61−117248
号及び同61−130456号の各公報で提案されてい
る。更に、特開平3−243745号公報や特開平2−
145746号公報などに、各種成分を添加して耐遅れ
破壊性を改善した鋼及びその製造法が提案されている。
しかし、前記の各公報の提案には鋼の成分としていずれ
もMoを含むため、経済性の点で依然として問題であ
り、又、靱性や水素透過性の点で必ずしも十分とは言え
なかった。On the other hand, as a steel having a delayed fracture resistance superior to that of the above-mentioned ordinary low alloy steel, for example, 18% Ni-
7.5% Co-5% Mo-0.5% Ti-0.1% Al
There is an 18% Ni maraging steel having the composition of
Since it is extremely expensive, its use is limited from the economical point of view. Therefore, structural steels and steels for high-strength bolts, which have high strength and excellent delayed fracture resistance in consideration of economic efficiency, are disclosed in, for example, JP-A-58-84960 and 61-117248.
And 61-130456. Furthermore, JP-A-3-243745 and JP-A-2-243745
Japanese Patent No. 145746 and the like propose a steel in which various components are added to improve delayed fracture resistance and a manufacturing method thereof.
However, since the proposals of the above-mentioned respective publications each contain Mo as a component of steel, they are still problematic in terms of economical efficiency, and are not necessarily sufficient in terms of toughness and hydrogen permeability.
【0007】特開昭58−113317号、同58−1
57921号、同58−61219号及び同58−11
7856号には鋼の成分としてMoを含まない技術が提
案されているが、やはり靱性や水素透過性の点で必ずし
も充分とは言えないものであった。Japanese Patent Laid-Open Nos. 58-113317 and 58-1
57921, 58-61219 and 58-11.
No. 7856 proposes a technique that does not contain Mo as a steel component, but it is not always sufficient in terms of toughness and hydrogen permeability.
【0008】[0008]
【発明が解決しようとする課題】本発明は上記した産業
界の要請に応えるべく、160kgf/mm2以上の引張強さを有
し、且つ耐遅れ破壊性に優れた機械構造用鋼を提供する
ことを目的とするものである。より詳しくは、例えば、
橋梁用高張力ボルトなどのように恒久的に使用するので
はなくて、定期的な補修あるいは取り替えを前提とし、
一定期間内に遅れ破壊の発生の恐れのない160kgf/mm2以
上の引張強さを有する機械構造用鋼を安価に提供するこ
とを目的とする。このような用途としては、各種構造物
用高張力鋼、自動車、土木機械、産業機械用のボルト用
鋼及び高張力鋼板があり、これらに本発明鋼を使用する
ことによって上記の産業界の要求に応えることができ
る。SUMMARY OF THE INVENTION The present invention provides a mechanical structural steel having a tensile strength of 160 kgf / mm 2 or more and excellent delayed fracture resistance in order to meet the above-mentioned demands of the industrial world. That is the purpose. More specifically, for example,
Rather than using it permanently like high tension bolts for bridges, it is assumed that it will be repaired or replaced regularly.
An object of the present invention is to provide at low cost a mechanical structural steel having a tensile strength of 160 kgf / mm 2 or more, which does not cause delayed fracture within a certain period. Such applications include high-strength steels for various structures, automobiles, civil engineering machines, steels for bolts and high-strength steel sheets for industrial machines, and by using the steel of the present invention for these, the above industrial requirements Can meet.
【0009】すなわち、本発明は所定の期間ならば遅れ
破壊の発生する危険がなく、従って定期的な取り替えを
前提として安全に使用できる160kgf/mm2以上の引張強さ
を有する機械構造用鋼を安価に提供することを目的とし
てなされたものである。That is, the present invention provides a mechanical structural steel having a tensile strength of 160 kgf / mm 2 or more, which has no risk of delayed fracture for a predetermined period and therefore can be safely used on the premise of periodic replacement. It is intended to be provided at a low price.
【0010】[0010]
【課題を解決するための手段】これまでに提案されてい
る耐遅れ破壊性に優れた構造用鋼にはMoが添加されて
いるものが多かった。[Means for Solving the Problems] Many structural steels which have been proposed so far and have excellent delayed fracture resistance have Mo added thereto.
【0011】鋼中のMoは水素過電圧を下げることによ
って水素の侵入を抑制する作用を有する。この効果によ
って遅れ破壊の原因となる水素脆化が防止され、鋼の耐
遅れ破壊性が高まる。しかし、Moは高価な元素である
ため、Moを含有する鋼は経済性の観点から用途限定さ
れることが多い。Mo in steel has an action of suppressing the invasion of hydrogen by lowering the hydrogen overvoltage. This effect prevents hydrogen embrittlement, which causes delayed fracture, and improves delayed fracture resistance of steel. However, since Mo is an expensive element, the steel containing Mo is often limited in application from the viewpoint of economy.
【0012】そこで本発明者は、Moよりも安価で、M
oと同様に水素の侵入を抑制することが知られているC
uに着目し、Cu含有鋼の耐遅れ破壊性に及ぼす影響に
ついて研究した結果、下記の(a)〜(d)の知見を得
るに至った。Therefore, the inventor of the present invention is cheaper than Mo and
C, which is known to suppress the invasion of hydrogen as with o
As a result of studying the effect of Cu-containing steel on the delayed fracture resistance, focusing on u, the following findings (a) to (d) have been obtained.
【0013】(a)従来提案されているMo含有量の範
囲(重量%で約0.01〜0.8%)の低合金鋼にCu
を追加添加しても、更なる腐食抑制効果及び水素侵入抑
制効果は認められない。すなわち、図2に示すようにM
o含有量が0.01〜0.8重量%の各種低合金鋼に
0.3重量%のCuを複合添加しても、Cu無添加の場
合と比較して、水素透過量及び腐食速度に実質的な差は
生じない。なお図2はCr含有量がいずれも2重量%以
下の各種低合金鋼を用いた調査結果を示すものである。(A) Cu has been proposed for a low alloy steel having a Mo content range (about 0.01 to 0.8% by weight) that has been proposed so far.
Even if additional is added, no further corrosion inhibition effect and hydrogen penetration inhibition effect are recognized. That is, as shown in FIG.
Even if 0.3% by weight of Cu is added to various low alloy steels with an o content of 0.01 to 0.8% by weight, the amount of hydrogen permeation and the corrosion rate are higher than those in the case of not adding Cu There is no substantial difference. Note that FIG. 2 shows the results of investigations using various low alloy steels each having a Cr content of 2% by weight or less.
【0014】(b)Mo以外の合金組成はそのままと
し、Mo非添加とした低合金鋼に対して単にCuを添加
しただけでは、所期の腐食抑制効果が得られない。(B) If the alloy composition other than Mo is left as it is and only Cu is added to the low alloy steel containing no Mo, the desired corrosion inhibiting effect cannot be obtained.
【0015】(c)Cu添加と併せてCr含有量を低く
すれば、前記(b)のMoを添加していない低合金鋼に
Cuを含有させることによる水素侵入の抑制効果を、飛
躍的に高めることができる。しかも、この場合の水素侵
入の抑制効果は図1に示すように、Moを含有させた場
合よりも大きい。なお図1は、0.3重量%のCuを含
む0.5重量%のMo添加鋼及びMo非添加鋼(Mo含
有量は不純物レベルである0.003重量%)におい
て、Cr含有量が水素透過量に及ぼす影響を調査した結
果である。同図で用いた鋼のCu、MoとCr以外の化
学組成は、重量%で、C:0.31%、Si:0.26
%、Mn:0.35%、P:0.005%、S:0.0
08%、Al:0.006%、Ni:0.46%、N
b:0.173%、V:0.05%及びN:0.003
%である。(C) If the Cr content is lowered together with the addition of Cu, the effect of suppressing hydrogen invasion by adding Cu to the low alloy steel to which Mo is not added (b) is dramatically improved. Can be increased. Moreover, the effect of suppressing hydrogen invasion in this case is larger than that in the case of containing Mo, as shown in FIG. Note that FIG. 1 shows that 0.5 wt% Mo-added steel containing 0.3 wt% Cu and non-Mo-added steel (Mo content is 0.003 wt%, which is an impurity level), and Cr content is hydrogen. It is the result of investigating the influence on the permeation amount. The chemical composition of the steel used in the figure other than Cu, Mo and Cr is% by weight, C: 0.31%, Si: 0.26
%, Mn: 0.35%, P: 0.005%, S: 0.0
08%, Al: 0.006%, Ni: 0.46%, N
b: 0.173%, V: 0.05% and N: 0.003
%.
【0016】(d)引張強さが160kgf/mm2以上の高強度
鋼の耐遅れ破壊性を高めるためには、Al含有量とN含
有量、それもZr、Ti及びBと結合していない所謂
「有効N量(EN量)」、との比を適正化することが重
要である。(D) In order to enhance the delayed fracture resistance of high strength steel having a tensile strength of 160 kgf / mm 2 or more, Al content and N content, which are also not combined with Zr, Ti and B It is important to optimize the ratio with the so-called "effective N amount (EN amount)".
【0017】上記知見に基づく本発明は、下記(1)と
(2)に示す耐遅れ破壊性に優れた機械構造用鋼を要旨
とする。The gist of the present invention based on the above findings is the steel for machine structural use which is excellent in delayed fracture resistance as shown in the following (1) and (2).
【0018】(1)重量%で、C:0.3〜0.6%、
Si:0.5〜2.0%、Cu:0.1〜1.0%、C
r:0.1〜1.5%、Al:0.005〜0.010
%、Nb:0.005〜0.20%、Ni:0.05〜
0.50%、V:0.01〜0.30%、Mn:0.5
%未満、N:0.01%以下、Zr:0〜0.15%、
Ti:0〜0.10%、B:0〜0.0050%、M
o:0.01%以下、P:0.015%以下、S:0.
01%以下、残部Feと不可避不純物の組成を有し、且
つ、1.93≦fn1≦10を満たす耐遅れ破壊性に優
れた機械構造用鋼。(1) C: 0.3 to 0.6% by weight,
Si: 0.5-2.0%, Cu: 0.1-1.0%, C
r: 0.1 to 1.5%, Al: 0.005 to 0.010
%, Nb: 0.005 to 0.20%, Ni: 0.05 to
0.50%, V: 0.01 to 0.30%, Mn: 0.5
%, N: 0.01% or less, Zr: 0 to 0.15%,
Ti: 0 to 0.10%, B: 0 to 0.0050%, M
o: 0.01% or less, P: 0.015% or less, S: 0.
A mechanical structural steel having a composition of 01% or less, the balance being Fe and unavoidable impurities, and excellent in delayed fracture resistance satisfying 1.93 ≦ fn1 ≦ 10.
【0019】ここで、fn1=Al/{N−(Zr/
6.25)−(Ti/3.43)−(B/0.7
8)}。なお上記のfn1における元素記号はその元素
の重量%での含有量を意味する。Here, fn1 = Al / {N- (Zr /
6.25)-(Ti / 3.43)-(B / 0.7
8)}. The element symbol in the above fn1 means the content of the element in% by weight.
【0020】(2)焼入れ焼戻し組織からなる上記
(1)に記載の耐遅れ破壊性に優れた機械構造用鋼。(2) A steel for machine structural use, which has a quenched and tempered structure and is excellent in delayed fracture resistance as described in (1) above.
【0021】[0021]
【発明の実施の形態】以下に、本発明における鋼の化学
組成及び組織を上記のように限定する理由について述べ
る。なお、「%」は「重量%」を意味する。BEST MODE FOR CARRYING OUT THE INVENTION The reasons for limiting the chemical composition and structure of steel in the present invention as described above will be described below. In addition, "%" means "weight%."
【0022】(A)鋼の化学組成 C:Cは炭化物を形成し析出強化によって鋼を強化し、
又、焼入時に安定なマルテンサイト組織を生成し、変態
強化によっても鋼を強化するので高強度化する上で必須
の元素である。更に焼入性の増加及び結晶の細粒化にも
有効な成分である。(A) Chemical Composition of Steel C: C forms a carbide and strengthens the steel by precipitation strengthening,
It also forms a stable martensite structure during quenching and strengthens the steel by transformation strengthening, so it is an essential element for increasing the strength. Further, it is an effective component for increasing hardenability and making crystals finer.
【0023】しかしその含有量が0.3%未満では焼入
性の劣化をきたし、又、炭化物の析出量が少なく強度を
損なう。一方、0.6%を超える場合には、焼入時の焼
割れ感受性が増加し、加えて鋼が著しく硬化して延性や
加工性が低下する。従って、Cの含有量を0.3〜0.
6%とした。なお、所望の高強度を安定して得るために
C含有量は0.4〜0.6%とすることが好ましい。However, if the content is less than 0.3%, the hardenability is deteriorated, and the amount of precipitated carbide is small and the strength is impaired. On the other hand, if it exceeds 0.6%, the susceptibility to quench cracking during quenching increases and, in addition, the steel remarkably hardens and ductility and workability deteriorate. Therefore, the content of C is 0.3 to 0.
6%. In addition, in order to stably obtain a desired high strength, the C content is preferably 0.4 to 0.6%.
【0024】Si:Siは鋼の脱酸及び強度増加のため
に有効な元素である。特に本発明鋼のように高価なMo
を含まず、且つ耐遅れ破壊性を高める観点からCr含有
量を低くした高強度の鋼に対して、Siの強化作用は有
効である。しかしその含有量が0.5%未満では前記作
用に所望の効果が得られず、他方その含有量が2.0%
を超えると鋼の清浄性が損なわれ靱性が劣化する場合が
ある。従って、Siの含有量を0.5〜2.0%と定め
た。Si: Si is an element effective for deoxidizing steel and increasing strength. Particularly, expensive Mo such as the steel of the present invention
In order to enhance the delayed fracture resistance of the steel, the strengthening action of Si is effective for high strength steel having a low Cr content. However, if the content is less than 0.5%, the desired effect cannot be obtained on the other hand, while the content is 2.0%.
If it exceeds, the cleanliness of the steel may be impaired and the toughness may deteriorate. Therefore, the Si content is set to 0.5 to 2.0%.
【0025】Cu:Cuは外部環境からの鋼中への水素
侵入を抑制すると共に、Nb及びCrと複合添加するこ
とよって鋼の焼戻し軟化抵抗を著しく高めることができ
るので高い焼戻し温度が採れることと相まって、耐遅れ
破壊性を向上する作用を有する。しかしその含有量が
0.1%未満ではその効果が小さく、一方、1.0%を
超えて含有させると溶接性、熱間加工性及び靱性の劣化
をきたす。従って、Cuの含有量を0.1〜1.0%と
した。Cu: Cu suppresses the penetration of hydrogen into the steel from the external environment, and by adding Nb and Cr in combination, the tempering softening resistance of the steel can be remarkably increased, so that a high tempering temperature can be taken. Together, they have the effect of improving delayed fracture resistance. However, if its content is less than 0.1%, its effect is small, while if it exceeds 1.0%, weldability, hot workability and toughness deteriorate. Therefore, the content of Cu is set to 0.1 to 1.0%.
【0026】Cr:Crは鋼の焼入性を向上させ、且つ
鋼に焼戻し軟化抵抗を付与する作用がある。特に、Nb
やCuとの複合添加で著しい焼戻し軟化抵抗を鋼に付与
するが、その含有量が0.1%未満では添加効果に乏し
い。一方、1.5%を超えるとMo非添加鋼におけるC
uの水素侵入抑制効果を損ない、耐遅れ破壊性を低下さ
せてしまう。従って、Crの含有量を0.1〜1.5%
とした。なおMo非添加鋼においてCuの水素侵入抑制
効果を確実に発揮させるためには、Cr含有量の上限を
0.5%程度とすることが好ましい。Cr: Cr has the effects of improving the hardenability of steel and imparting temper softening resistance to the steel. Especially Nb
Addition of Cu and Cu gives a remarkable temper softening resistance to steel, but if its content is less than 0.1%, the effect of addition is poor. On the other hand, if it exceeds 1.5%, C in the steel without Mo addition
This impairs the effect of u to suppress hydrogen intrusion and deteriorates delayed fracture resistance. Therefore, the Cr content is 0.1 to 1.5%.
And In addition, in order to reliably exhibit the effect of suppressing hydrogen intrusion of Cu in the Mo-free steel, the upper limit of the Cr content is preferably set to about 0.5%.
【0027】Al:Alは鋼の脱酸の安定化、均質化及
び細粒化を図るのに有効であるが、0.005%未満で
は所望の効果を得ることができない。一方、0.010
%を超えて含有させると、本発明の対象とする高い強度
レベルでは、介在物の量が耐遅れ破壊性を劣化させる領
域に入ってしまう。従って、本発明ではAlの含有量を
0.005〜0.010%と定めた。Al: Al is effective for stabilizing the deoxidation of steel, homogenizing it, and making it finer, but if it is less than 0.005%, the desired effect cannot be obtained. On the other hand, 0.010
If it is contained in excess of%, at the high strength level targeted by the present invention, the amount of inclusions falls within the range that deteriorates the delayed fracture resistance. Therefore, in the present invention, the Al content is set to 0.005 to 0.010%.
【0028】Nb:Nbを添加することにより鋼におけ
る細粒化が促進され、粒界偏析が軽減されて耐遅れ破壊
性が一段と向上する。しかし、0.005%未満では所
望の効果が得られず、一方、0.20%を超えると靱
性、延性などが損なわれる。従って、Nbの含有量を
0.005〜0.20%とした。By adding Nb: Nb, grain refinement in steel is promoted, grain boundary segregation is reduced, and delayed fracture resistance is further improved. However, if it is less than 0.005%, the desired effect cannot be obtained, while if it exceeds 0.20%, toughness, ductility and the like are impaired. Therefore, the content of Nb is set to 0.005 to 0.20%.
【0029】Ni:Niは鋼の靱性を高めるのに有効で
あると共に、Cuチェッキングによる熱間加工性の低下
を防ぐ効果がある。しかしその含有量が0.05%未満
では所望の効果が得られない。一方、0.50%を超え
るとその効果が飽和し、又、Niは高価な合金元素であ
るため経済性を考慮して本発明ではその含有量を0.0
5〜0.50%とした。Ni: Ni is effective in increasing the toughness of steel and is effective in preventing the deterioration of hot workability due to Cu checking. However, if the content is less than 0.05%, the desired effect cannot be obtained. On the other hand, if it exceeds 0.50%, the effect is saturated, and since Ni is an expensive alloying element, its content is 0.0 in the present invention in consideration of economical efficiency.
It was set to 5 to 0.50%.
【0030】V:Vの添加はNbの場合と同様に鋼の細
粒化の促進作用があり、粒界偏析の軽減により耐遅れ破
壊性を一段と向上させる。又、Vは鋼に焼戻し軟化抵抗
を付与する作用を有するため、高い焼戻し温度の採用を
可能にすることによっても耐遅れ破壊性を向上させる。
しかし、その含有量が0.01%未満では添加効果に乏
しく、0.30%を超えると靭性の劣化をきたす。従っ
て、Vの含有量を0.01〜0.30%とした。V: Addition of V has the effect of promoting grain refinement of the steel as in the case of Nb, and the delayed fracture resistance is further improved by reducing grain boundary segregation. Further, since V has the effect of imparting temper softening resistance to steel, delayed fracture resistance is also improved by making it possible to adopt a high tempering temperature.
However, if the content is less than 0.01%, the effect of addition is poor, and if it exceeds 0.30%, the toughness deteriorates. Therefore, the V content is set to 0.01 to 0.30%.
【0031】Mn:Mnは脱酸や焼入性向上に有効な元
素ではあるが、多量に含有させると粒界脆化現象が生
じ、遅れ破壊の発生を促進する。更にMnはSと結合し
て、これが割れの起点となることからも、耐遅れ破壊性
の改善のためには極力その含有量を低下させなければな
らない。従って、耐遅れ破壊性の改善を目的とする本発
明ではMnの含有量を0.5%未満とした。なおMn含
有量は実質的に0でも良い。Mn: Mn is an element effective for deoxidizing and improving the hardenability, but if it is contained in a large amount, a grain boundary embrittlement phenomenon occurs and promotes the occurrence of delayed fracture. Further, since Mn is combined with S and this becomes the starting point of cracking, its content must be reduced as much as possible in order to improve delayed fracture resistance. Therefore, the Mn content is set to less than 0.5% in the present invention for improving delayed fracture resistance. The Mn content may be substantially zero.
【0032】N:Nは鋼の細粒化を図り、耐遅れ破壊性
を高めるのに有効な元素である。しかし、低合金鋼にお
いては通常0.01%を超えて含有させることは難しい
ため、その含有量を0.01%以下とした。なおN含有
量は前記したfn1に関する不等式、1.93≦fn1
≦10を満足させる必要があることから、上、下限値は
それぞれAl、Zr、Ti及びB含有量との関係で決定
される。N: N is an element effective for reducing the grain size of steel and enhancing delayed fracture resistance. However, in low alloy steels, it is usually difficult to contain more than 0.01%, so the content was made 0.01% or less. It should be noted that the N content is the above-mentioned inequality regarding fn1, 1.93 ≦ fn1
Since it is necessary to satisfy ≦ 10, the upper and lower limits are determined in relation to the contents of Al, Zr, Ti and B, respectively.
【0033】Zr:Zrは添加しなくても良い。添加す
れば鋼中に炭化物を球状微細に分散させて耐遅れ破壊性
を一層高める効果を有する。従って、特に高強度鋼の場
合に高い耐遅れ破壊性を確保する目的で含有させても良
い。前記効果を確実に得るにはZrは0.01%以上の
含有量とすることが好ましい。しかし、その含有量が
0.15%を超えると靱性の劣化をきたすようになる。
従って、Zr含有量を0〜0.15%とした。Zr: Zr may not be added. If added, it has the effect of dispersing carbides in the steel in a spherical and fine manner to further enhance delayed fracture resistance. Therefore, it may be contained especially for the purpose of ensuring high delayed fracture resistance in the case of high strength steel. In order to reliably obtain the above effect, it is preferable that the Zr content be 0.01% or more. However, if the content exceeds 0.15%, the toughness deteriorates.
Therefore, the Zr content is set to 0 to 0.15%.
【0034】Ti:Tiは添加しなくても良い。添加す
れば鋼の焼入性を一段と高めて高強度化し、且つ粒界を
強化することにより耐遅れ破壊性を一層改善する作用を
有する。このため、特に製品寸法が大きい場合には高強
度を確保する目的で添加しても良い。前記効果を確実に
得るにはTiは0.01%以上の含有量とすることが望
ましい。しかし、その含有量が0.10%を超えると、
鋼の靱性を劣化するようになる。従って、Tiの含有量
を0〜0.10%とした。Ti: Ti may not be added. If added, it has the effect of further enhancing the hardenability of the steel to increase its strength and strengthening the grain boundaries to further improve the delayed fracture resistance. Therefore, it may be added for the purpose of ensuring high strength particularly when the product size is large. In order to reliably obtain the above effect, it is desirable that the content of Ti be 0.01% or more. However, if its content exceeds 0.10%,
It deteriorates the toughness of steel. Therefore, the content of Ti is set to 0 to 0.10%.
【0035】B:Bも添加しなくても良い。添加すれば
鋼の焼入性を一段と高めて高強度化し、且つ粒界を強化
することにより耐遅れ破壊性を一層改善する作用を有す
る。従って、特に製品寸法が大きい場合には高強度を確
保する目的で添加しても良い。前記効果を確実に得るに
はBは0.0003%以上の含有量とすることが好まし
い。しかし、その含有量が0.0050%を超えると、
鋼の靱性を劣化するようになる。従って、B含有量を0
〜0.0050%とした。B: B may not be added. If added, it has the effect of further enhancing the hardenability of the steel to increase its strength and strengthening the grain boundaries to further improve the delayed fracture resistance. Therefore, it may be added for the purpose of ensuring high strength, especially when the product size is large. In order to surely obtain the above effects, the content of B is preferably 0.0003% or more. However, if its content exceeds 0.0050%,
It deteriorates the toughness of steel. Therefore, the B content is 0
Was set to 0.0050%.
【0036】Mo:Moは上記した量のCrを含む鋼に
おいて、Cuの水素侵入抑制効果を低下させてしまう。
これは、Cuが腐食速度を下げることにより水素侵入抑
制効果を発現するのに対して、Moが腐食速度を上げる
作用を有するためである。従って、本発明ではMoの含
有量を鋼中不純物としての範囲を超えないよう0.01
%以下と定めた。Mo: Mo reduces the hydrogen invasion suppressing effect of Cu in the steel containing the above-mentioned amount of Cr.
This is because Cu has an effect of suppressing hydrogen invasion by reducing the corrosion rate, while Mo has an action of increasing the corrosion rate. Therefore, in the present invention, the content of Mo should be 0.01 or less so as not to exceed the range of impurities in steel.
% Or less.
【0037】P:Pはいかなる熱処理を施してもその粒
界偏析を完全に消滅することはできず、且つ粒界強度を
低下させ耐遅れ破壊性を劣化させるため、本発明では不
純物としてのPの上限を0.015%とした。P: P cannot completely eliminate the grain boundary segregation by any heat treatment, and lowers the grain boundary strength and deteriorates the delayed fracture resistance. Therefore, P as an impurity in the present invention. Was set to 0.015%.
【0038】S:Sは前述したようにMnと結合して割
れの起点となり、更に単独でも粒界に偏析して遅れ破壊
の原因となる水素脆化を促進するため、極力その含有量
を低く制限することが必要である。従って、本発明では
不純物としてのS含有量を0.01%以下とした。S: S is combined with Mn as a starting point of cracking as described above, and further promotes hydrogen embrittlement which causes segregation at grain boundaries and causes delayed fracture, so its content should be as low as possible. It is necessary to limit it. Therefore, in the present invention, the S content as an impurity is set to 0.01% or less.
【0039】fn1:図3〜6に示すように、前記した
fn1の値を1.93≦fn1≦10に制御すること
で、極めて高い強度を指向する本発明鋼に対して所望の
優れた耐遅れ破壊性を付与できることが明らかになっ
た。Fn1: As shown in FIGS. 3 to 6, by controlling the above-mentioned value of fn1 to be 1.93 ≦ fn1 ≦ 10, the desired excellent resistance to the steel of the present invention which is directed to extremely high strength can be obtained. It became clear that delayed fracture can be imparted.
【0040】すなわち、本発明者は、C、Si、Mn、
P、S、Cu、Cr、Mo、Al、Nb、Ni、V、Z
r、Ti及びBの含有量が前記した本発明鋼の範囲内に
あって、N含有量が0.01%以下で、且つ、fn1が
種々の値となる鋼を実験室的に溶製した。そして通常の
方法で熱間圧延を施し、その後焼入れ焼戻し処理を行っ
て引張強さが160kgf/mm2以上となるように調整した。次
いでこれらの鋼材に対して後の実施例で詳しく述べる試
験方法で遅れ破壊特性を調査した。図3〜6はその結果
を示すものである。なお、図3はAlは含むがZr、T
i及びBを含まない鋼での結果を、図4はAlとZrは
含むがTiとBを含まない鋼での結果を、図5はAlと
Ti及びBは含むがZrを含まない鋼での結果を示す。
又、図6はAl、Zr、Ti及びBをすべて含む鋼にお
ける結果を示したものである。That is, the present inventor has found that C, Si, Mn,
P, S, Cu, Cr, Mo, Al, Nb, Ni, V, Z
Steels in which the contents of r, Ti and B are within the range of the steel of the present invention described above, the N content is 0.01% or less, and fn1 has various values are produced in a laboratory. . Then, hot rolling was performed by a usual method, and then quenching and tempering treatment was performed to adjust the tensile strength to 160 kgf / mm 2 or more. Next, the delayed fracture characteristics of these steel materials were investigated by the test method described in detail in the later examples. 3 to 6 show the results. 3 includes Al, but Zr, T
FIG. 4 shows the results for steels not containing i and B, FIG. 4 shows the results for steels containing Al and Zr but not Ti and B, and FIG. 5 shows the results for steels containing Al, Ti and B but not Zr. The result is shown.
Further, FIG. 6 shows the results in the steel containing all of Al, Zr, Ti and B.
【0041】上記の図3〜6において○印は割れ(遅れ
破壊)が発生しなかったことを、又、●印は割れが発生
したことを示す。これらの図から前記fn1の値が1.
93未満の場合と10を超える場合にはいずれも割れが
発生することが明らかである。更に、割れはすべて窒化
物を起点として生じていることが判明した。従って、本
発明では1.93≦fn1≦10の規定を設けた。In FIGS. 3 to 6 above, the mark ◯ indicates that cracking (delayed fracture) did not occur, and the mark ● indicates that cracking occurred. From these figures, the value of fn1 is 1.
It is clear that cracks occur in both cases of less than 93 and more than 10. Furthermore, it was found that all cracks originated from nitride. Therefore, in the present invention, the definition of 1.93 ≦ fn1 ≦ 10 is provided.
【0042】(B)鋼の組織 上記した化学組成を有する鋼であっても、160kgf/mm2以
上の引張強さと良好な耐遅れ破壊性とを具備させるには
焼入れ焼戻し組織とするのが望ましい。そのための熱処
理例としては、通常の熱間圧延(加熱温度:1000〜
1250℃)を行い、圧延後、直ちにAr3点以上の温度
(好ましくは850〜1020℃)から水や油で焼入れ
するか、又は850〜1050℃、好ましくは920〜
1020℃に再加熱してから水や油で焼入れを施して低
温変態生成物 (マルテンサイトやベイナイト) となし、
これをAc1点以下の温度で焼戻しする処理がある。しか
し、本発明鋼の組織は、必ずしも焼入れ焼戻し(QT)
組織である必要はない。何故ならば、本発明鋼は使用中
の水素侵入量を低減させて耐遅れ破壊性を向上させるも
のであるため内部組織にそれほど依存しないからであ
る。例えば、熱間圧延のまま、又は焼入れのまま(As
Q)などの組織でも後述の実施例に示すように、160kgf
/mm2以上の引張り強さと優れた耐遅れ破壊性を示す。(B) Structure of Steel Even if the steel has the above-mentioned chemical composition, it is desirable to have a quenching and tempering structure in order to have tensile strength of 160 kgf / mm 2 or more and good delayed fracture resistance. . As an example of heat treatment for that purpose, normal hot rolling (heating temperature: 1000 to
1250 ° C.) and immediately after rolling, quenching with water or oil from a temperature of Ar 3 or higher (preferably 850 to 1020 ° C.), or 850 to 1050 ° C., preferably 920 to 920 ° C.
Reheated to 1020 ℃ and then quenched with water or oil to obtain low-temperature transformation products (martensite and bainite).
There is a treatment for tempering this at a temperature of Ac 1 point or less. However, the structure of the steel of the present invention does not necessarily have to be quenched and tempered (QT).
It does not have to be an organization. This is because the steel of the present invention reduces the amount of hydrogen penetration during use and improves delayed fracture resistance, and therefore does not depend so much on the internal structure. For example, as hot rolled or as quenched (As
Even in organizations such as Q), as shown in the examples below, 160 kgf
It exhibits tensile strength of / mm 2 or more and excellent delayed fracture resistance.
【0043】但し、焼入れままの鋼は引張強さは高い
が、降伏点が低く機械構造用鋼として使用する場合に使
用中に応力緩和の増大が生じるという問題がある。Although the as-quenched steel has a high tensile strength, it has a low yield point, and when used as a mechanical structural steel, there is a problem that stress relaxation increases during use.
【0044】従って、鋼に所定の強度と耐遅れ破壊性を
付与するためには焼入れ後焼戻し処理をして、鋼の組織
を焼入れ焼戻し組織(主として焼戻しマルテンサイト組
織)とするのが望ましい。Therefore, in order to impart predetermined strength and delayed fracture resistance to the steel, it is desirable to carry out tempering treatment after quenching so that the structure of the steel becomes a quenched and tempered structure (mainly tempered martensite structure).
【0045】[0045]
【実施例】次に本発明を一実施例により比較鋼と対比し
ながら説明する。なお、これらの実施例は本発明の効果
を示す例示であって、本発明の技術的範囲を何ら制限す
るものではない。EXAMPLES The present invention will now be described by way of one example in comparison with a comparative steel. It should be noted that these examples are examples showing the effects of the present invention, and do not limit the technical scope of the present invention at all.
【0046】先ず、通常の方法によって、下記表1〜5
に示す成分組成の鋼(No.1〜46)を50kg真空溶解炉に
て溶製した。鋼 1〜37は本発明の組成を有しているもの
であり、鋼38〜46は表5中*印を付した点で、本発明の
範囲から外れた組成の鋼である。又、鋼47〜49は従来鋼
であり、47はJIS G 4105(1989)の SCM440 鋼、48は JIS
G 4103(1989) のSNCM616 鋼、47は特開昭58−849
60号公報に提案されている鋼である。First, the following Tables 1 to 5 are prepared by a usual method.
Steel (No. 1 to 46) having the composition shown in Table 1 was melted in a 50 kg vacuum melting furnace. Steels 1 to 37 have the composition of the present invention, and steels 38 to 46 are steels having compositions outside the scope of the present invention in that they are marked with * in Table 5. Steels 47 to 49 are conventional steels, 47 is JIS G 4105 (1989) SCM440 steel and 48 is JIS
G 4103 (1989) SNCM616 steel, 47 is disclosed in JP-A-58-849.
This is the steel proposed in Japanese Patent Laid-Open No. 60.
【0047】鋼 1〜 4、8 〜15、19〜24、28〜32、36〜
39、43〜46は、1100〜1200℃で熱間鍛造及び熱
間圧延して厚さ15mmの板材とし、950℃に再加熱
して45分保持して水焼入れした後、焼戻して空冷し、
その組織が焼入れ焼戻し組織で、その引張強さが160kgf
/mm2以上となるように調整して遅れ破壊性を調査した。
又、47〜49の従来鋼についても同様の焼入れ焼戻し処理
を行った。すなわち47、48及び49についてそれぞれ87
0、900、950℃に再加熱して45分保持した後、
水焼入れし、その後焼戻しを施した。更に、上記以外の
熱間圧延まま材(No.5、16、25、33、40)、焼入れまま
材(No.6、17、26、34、41)、熱間圧延後加速冷却を施
した鋼(No.7、18、27、35、42)についても調査した。
加速冷却条件は400〜500℃までを10〜15℃/
sの冷却速度となるように水冷をした。Steel 1 to 4, 8 to 15, 19 to 24, 28 to 32, 36 to
39, 43 to 46 are hot forged and hot rolled at 1100 to 1200 ° C. to be a plate material having a thickness of 15 mm, reheated to 950 ° C., held for 45 minutes, water-quenched, tempered and air-cooled,
Its structure is a quenched and tempered structure and its tensile strength is 160 kgf.
The delayed fracture property was investigated by adjusting so as to be not less than / mm 2 .
Further, the same quenching and tempering treatment was performed on the conventional steels of 47 to 49. 87 for 47, 48 and 49 respectively
After reheating to 0, 900, 950 ° C and holding for 45 minutes,
It was water-quenched and then tempered. Furthermore, as-hot-rolled materials other than the above (No. 5, 16, 25, 33, 40), as-quenched materials (No. 6, 17, 26, 34, 41), and subjected to accelerated cooling after hot-rolling Steel (No. 7, 18, 27, 35, 42) was also investigated.
Accelerated cooling conditions are 10 to 15 ° C / 400 to 500 ° C.
Water cooling was performed so that the cooling rate was s.
【0048】なお遅れ破壊性の調査は、定荷重試験方法
によった。すなわち、図7に示すような形状、寸法の試
験片1を図8に示すように定荷重試験機8にセットし
て、pH=2のワルポール液(塩酸と酢酸ナトリウム水溶
液の混合液)2をポンプ3で循環させた環境下で750
時間の間重錘4で静荷重(引張応力:140kgf/mm2)をか
け、試験片1を陰極として対極6との間に定電流(1mA
/cm2)を流して試験片1に水素をチャージしながら、破
断の発生の有無を観察した。試験温度は温度調節装置7
で25℃に保持した。この試験結果は表6〜10に、破
断しなかったものは○、破断したものは×で各鋼の強度
レベルを添えて示した。なお、図7中において数字はm
mの単位の長さを示す。The investigation of the delayed fracture property was based on the constant load test method. That is, a test piece 1 having a shape and dimensions as shown in FIG. 7 is set in a constant load tester 8 as shown in FIG. 8 and a pH = 2 Walpol solution (mixed solution of hydrochloric acid and sodium acetate aqueous solution) 2 is set. 750 in an environment circulated by pump 3
A static load (tensile stress: 140 kgf / mm 2 ) is applied by the weight 4 for a period of time, and a constant current (1 mA) is applied between the test piece 1 as a cathode and the counter electrode 6.
/ cm 2 ) and flowing hydrogen into the test piece 1 while observing the occurrence of breakage. The test temperature is the temperature controller 7
And kept at 25 ° C. The results of this test are shown in Tables 6 to 10, in which those that did not break were marked with ◯, and those that did break were marked with x and the strength level of each steel. In FIG. 7, the numeral is m
Indicates the length in units of m.
【0049】試験環境としてpH=2は、実使用環境にお
いて実現可能な最も厳しい環境に相当する。したがっ
て、この結果は実使用のうち最も厳しい環境での耐遅れ
破壊性を評価するものと考えられる。試験温度としての
25℃は遅れ破壊試験を行う上での一つの標準温度であ
る。PH = 2 as the test environment corresponds to the most severe environment that can be realized in the actual use environment. Therefore, this result is considered to evaluate delayed fracture resistance in the most severe environment of actual use. 25 ° C. as a test temperature is one standard temperature for performing a delayed fracture test.
【0050】表6〜10より、本発明の鋼は定荷重破断
時間がいずれも750時間を超えていることから耐遅れ
破壊性に優れていることが明らかである。又、靱性の点
ではシャルピー試験のシェルフエネルギー値が高くなっ
ていることから、及び延性の点では高温圧縮試験の変形
必要応力が小さくなっていることから、それぞれ改善さ
れていることがわかる。From Tables 6 to 10, it is apparent that the steels of the present invention have excellent constant fracture resistance since their constant load fracture time exceeds 750 hours. Further, it can be seen that the toughness is improved because the shelf energy value of the Charpy test is high, and the ductility is that the deformation required stress of the high temperature compression test is small, and thus the improvement is achieved.
【0051】すなわち、本発明によると160kgf/mm2以上
の引張強さを有する機械構造用鋼を得ることができ、前
述したように定期補修又は取り替えを前提とし、必要な
耐遅れ破壊性の程度の明確な用途の鋼には、本発明にお
ける機械構造用鋼を広範囲に使用できる。That is, according to the present invention, it is possible to obtain a steel for machine structural use having a tensile strength of 160 kgf / mm 2 or more, and as described above, on the premise of regular repair or replacement, the required degree of delayed fracture resistance. The steel for machine structural use according to the present invention can be widely used for the steels having clear applications.
【0052】[0052]
【表1】 [Table 1]
【0053】[0053]
【表2】 [Table 2]
【0054】[0054]
【表3】 [Table 3]
【0055】[0055]
【表4】 [Table 4]
【0056】[0056]
【表5】 [Table 5]
【0057】[0057]
【表6】 [Table 6]
【0058】[0058]
【表7】 [Table 7]
【0059】[0059]
【表8】 [Table 8]
【0060】[0060]
【表9】 [Table 9]
【0061】[0061]
【表10】 [Table 10]
【0062】[0062]
【発明の効果】以上説明したように、本発明による耐遅
れ破壊性に優れた機械構造用鋼は引張強さが160kgf/mm2
以上で、且つ耐遅れ破壊性に優れている。従って、定期
補修や取り替えを前提として、一定期間内での遅れ破壊
発生の恐れがないので、特に高張力ボルトやPC鋼棒、
更には大型機械用の高張力鋼板に使用される機械構造用
鋼として利用することができる。As described above, the mechanical structural steel excellent in delayed fracture resistance according to the present invention has a tensile strength of 160 kgf / mm 2
Above, it is also excellent in delayed fracture resistance. Therefore, there is no risk of delayed fracture occurring within a certain period of time on the premise of regular repairs or replacements.
Further, it can be used as a steel for machine structure used for a high-strength steel plate for large machines.
【図面の簡単な説明】[Brief description of drawings]
【図1】0.3重量%のCuを含む0.5重量%のMo
添加鋼及びMo非添加鋼(Mo含有量は不純物レベルで
ある0.003重量%)において、Cr含有量が水素透
過量に及ぼす影響を示す図である。FIG. 1 0.5 wt% Mo with 0.3 wt% Cu
It is a figure which shows the influence which Cr content has on hydrogen permeation | transmission amount in addition steel and Mo non-addition steel (Mo content is 0.003 weight% which is an impurity level).
【図2】Mo含有量が0.01〜0.8重量%の各種低
合金鋼に0.3重量%のCuを複合添加した場合とCu
無添加の場合の水素透過量及び腐食速度を比較して示す
図である。FIG. 2 shows a case where 0.3 wt% of Cu is added to various low alloy steels having Mo contents of 0.01 to 0.8 wt% and Cu.
It is a figure which compares and shows the hydrogen permeation | transmission amount in the case of no addition, and a corrosion rate.
【図3】Alは含むがZr、Ti及びBを含まない引張
強さ160kgf/mm2以上の鋼におけるAlとNの含有量が遅
れ破壊発生に及ぼす影響を示す図である。FIG. 3 is a diagram showing the influence of the contents of Al and N in the steel containing Al but not Zr, Ti and B and having a tensile strength of 160 kgf / mm 2 or more on the occurrence of delayed fracture.
【図4】AlとZrは含むがTiとBを含まない引張強
さ160kgf/mm2以上の鋼におけるAl含有量及びEN=N
−(Zr/6.25)の量が遅れ破壊発生に及ぼす影響
を示す図である。FIG. 4 Al content and EN = N in steel having a tensile strength of 160 kgf / mm 2 or more containing Al and Zr but not Ti and B.
It is a figure which shows the influence which the quantity of- (Zr / 6.25) has on delayed fracture occurrence.
【図5】AlとTi及びBは含むがZrを含まない引張
強さ160kgf/mm2以上の鋼におけるAl含有量及びEN=
N−(Ti/3.43)−(B/0.78)の量が遅れ
破壊発生に及ぼす影響を示す図である。FIG. 5: Al content and EN = in a steel containing Al, Ti and B but not Zr and having a tensile strength of 160 kgf / mm 2 or more.
It is a figure which shows the influence which the quantity of N- (Ti / 3.43)-(B / 0.78) gives to delayed fracture generation.
【図6】Al、Zr、Ti及びBをすべて含む引張強さ
160kgf/mm2以上の鋼におけるAl含有量及びEN=N−
(Zr/6.25)−(Ti/3.43)−(B/0.
78)の量が遅れ破壊発生に及ぼす影響を示す図であ
る。FIG. 6 Tensile strength including all of Al, Zr, Ti and B
Al content in steel of 160 kgf / mm 2 or more and EN = N-
(Zr / 6.25)-(Ti / 3.43)-(B / 0.
It is a figure which shows the influence which the quantity of 78) has on delayed fracture occurrence.
【図7】実施例における定荷重試験で用いた試験片とノ
ッチの形状及び寸法を示す図であり、(イ)は試験片を
示し、(ロ)は試験片のノッチ部の詳細を示す。7A and 7B are diagrams showing shapes and dimensions of a test piece and a notch used in a constant load test in Examples, where (A) shows the test piece and (B) shows details of the notch portion of the test piece.
【図8】定荷重試験方法の概要を示す図である。FIG. 8 is a diagram showing an outline of a constant load test method.
1:試験片、2:ワルポール液、3:ポンプ、4:重
錘、5:ポテンシオスタット、6:対極、7:温度調節
装置、8:定荷重試験機1: Test piece, 2: Walpole solution, 3: Pump, 4: Weight, 5: Potentiostat, 6: Counter electrode, 7: Temperature control device, 8: Constant load tester
Claims (2)
0.5〜2.0%、Cu:0.1〜1.0%、Cr:
0.1〜1.5%、Al:0.005〜0.010%、
Nb:0.005〜0.20%、Ni:0.05〜0.
50%、V:0.01〜0.30%、Mn:0.5%未
満、N:0.01%以下、Zr:0〜0.15%、T
i:0〜0.10%、B:0〜0.0050%、Mo:
0.01%以下、P:0.015%以下、S:0.01
%以下、残部Feと不可避不純物の組成を有し、且つ、
1.93≦fn1≦10を満たす耐遅れ破壊性に優れた
機械構造用鋼。但し、fn1=Al/{N−(Zr/
6.25)−(Ti/3.43)−(B/0.78)}1. C: 0.3-0.6% by weight, Si:
0.5-2.0%, Cu: 0.1-1.0%, Cr:
0.1-1.5%, Al: 0.005-0.010%,
Nb: 0.005 to 0.20%, Ni: 0.05 to 0.
50%, V: 0.01 to 0.30%, Mn: less than 0.5%, N: 0.01% or less, Zr: 0 to 0.15%, T
i: 0 to 0.10%, B: 0 to 0.0050%, Mo:
0.01% or less, P: 0.015% or less, S: 0.01
% Or less, the balance Fe and the composition of unavoidable impurities, and
A steel for machine structural use which is excellent in delayed fracture resistance satisfying 1.93 ≦ fn1 ≦ 10. However, fn1 = Al / {N- (Zr /
6.25)-(Ti / 3.43)-(B / 0.78)}
の耐遅れ破壊性に優れた機械構造用鋼。2. The steel for machine structural use according to claim 1, which has a quenched and tempered structure and is excellent in delayed fracture resistance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23796595A JPH0978182A (en) | 1995-09-18 | 1995-09-18 | Mechanical structural steel with excellent delayed fracture resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23796595A JPH0978182A (en) | 1995-09-18 | 1995-09-18 | Mechanical structural steel with excellent delayed fracture resistance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0978182A true JPH0978182A (en) | 1997-03-25 |
Family
ID=17023098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23796595A Pending JPH0978182A (en) | 1995-09-18 | 1995-09-18 | Mechanical structural steel with excellent delayed fracture resistance |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0978182A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009221539A (en) * | 2008-03-17 | 2009-10-01 | Jfe Steel Corp | High-strength steel having excellent delayed cracking resistance |
| JP2022095157A (en) * | 2020-12-16 | 2022-06-28 | 株式会社神戸製鋼所 | Steel for bolts and bolt |
-
1995
- 1995-09-18 JP JP23796595A patent/JPH0978182A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009221539A (en) * | 2008-03-17 | 2009-10-01 | Jfe Steel Corp | High-strength steel having excellent delayed cracking resistance |
| JP2022095157A (en) * | 2020-12-16 | 2022-06-28 | 株式会社神戸製鋼所 | Steel for bolts and bolt |
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