JP2001234285A - High strength and high toughness steel bar for earthquake proof damper excellent in low cycle fatigue characteristic nd producing method therefor - Google Patents

High strength and high toughness steel bar for earthquake proof damper excellent in low cycle fatigue characteristic nd producing method therefor

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Publication number
JP2001234285A
JP2001234285A JP2000046626A JP2000046626A JP2001234285A JP 2001234285 A JP2001234285 A JP 2001234285A JP 2000046626 A JP2000046626 A JP 2000046626A JP 2000046626 A JP2000046626 A JP 2000046626A JP 2001234285 A JP2001234285 A JP 2001234285A
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JP
Japan
Prior art keywords
cycle fatigue
strength
steel
low cycle
toughness
Prior art date
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Application number
JP2000046626A
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Japanese (ja)
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JP4132545B2 (en
Inventor
Toshizo Tarui
敏三 樽井
Kazusada Suzuki
一弁 鈴木
Atsushi Watanabe
厚 渡辺
Mitsuru Sugisawa
充 杉沢
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Nippon Steel Corp
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Nippon Steel Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a steel bar for an earthquake proof damper in which the increase of strength for increasing energy absorption and the improvement of the low cycle fatigue life are made consistent and moreover excellent in low temperature toughness and to provide a producing method therefor. SOLUTION: This high strength and high toughness steel bar for an earthquake proof damper excellent in low cycle fatigue characteristics has a composition containing, by mass, 0.02 to 0.15% C, 0.01 to 1.5% Si, 0.2 to 3.0% Mn, 0.001 to 0.3% Al and 0.001 to 0.02% N and, if required, containing other elements, and in which carbon equivalent is 0.3 to 0.8%. Moreover, this steel can be product by performing heat treatment to 850 to 1,100 deg.C and hot-forming or performing normalizing treatment so as to be heated at 850 to 1,100 deg.C after hot forming.

Description

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

【0001】[0001]

【発明の属す技術分野】本発明は、地震等により建築構
造物等に作用する振動エネルギーを吸収するための免震
ダンパー装置に用いられる、低サイクル疲労特性の優れ
た高強度・高靭性免震ダンパー用鋼棒およびその製造方
法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-strength, high-toughness seismic isolation device having excellent low cycle fatigue characteristics, which is used in a seismic isolation damper device for absorbing vibration energy acting on a building structure or the like due to an earthquake or the like. The present invention relates to a steel bar for a damper and a method for manufacturing the same.

【0002】[0002]

【従来の技術】地震等により建築構造物等に作用する振
動エネルギーを吸収するための免震ダンパー装置とし
て、オイルダンパー、粘性ダンパーなど種々の方法が提
案されている。また、鋼材を利用した免震ダンパー装置
として、例えば、特開昭60−258343号公報、特
開平1−268933号公報、特開平5−263549
号公報、特開平7−76952号公報に見られるように
幾つかの方法が提案されている。
2. Description of the Related Art Various methods, such as oil dampers and viscous dampers, have been proposed as seismic isolation dampers for absorbing vibration energy acting on building structures and the like due to an earthquake or the like. Further, as a seismic isolation damper device using a steel material, for example, JP-A-60-258343, JP-A-1-268933, JP-A-5-263549.
Some methods have been proposed as disclosed in Japanese Unexamined Patent Application Publication No. Hei 7-76552.

【0003】一方、免震ダンパー用鋼棒に必要な特性
は、振動エネルギーを塑性変形によって吸収する高いエ
ネルギー吸収能および塑性歪みが10%以上の領域での
低サイクル疲労特性にある。さらに、免震ダンパーが寒
冷地で使用される場合には、低温靭性も要求されてい
る。鋼棒のエネルギー吸収能は、鋼棒の強度が高いほど
向上する。しかし、低サイクル疲労寿命は、一般に強度
が高くなるほど低下する。即ち、鋼棒のエネルギー吸収
能と低サイクル疲労寿命は相反する関係にある。また、
低温靭性も強度が高くなるほど低下する。
On the other hand, the characteristics required for a steel rod for a seismic isolation damper include a high energy absorption capacity for absorbing vibration energy by plastic deformation and a low cycle fatigue characteristic in a region where plastic strain is 10% or more. Furthermore, when the seismic isolation damper is used in cold regions, low temperature toughness is also required. The energy absorption capacity of a steel rod increases as the strength of the steel rod increases. However, low cycle fatigue life generally decreases with increasing strength. That is, the energy absorption capacity of the steel rod and the low cycle fatigue life are in a contradictory relationship. Also,
The low-temperature toughness also decreases as the strength increases.

【0004】ダンパー用鋼材として、特開平6−146
651号公報では、降伏強さが20〜35kgf/mm2 、引
張り強さが35〜50kgf/mm2 、伸びが20%以上、軸
方向全歪み振幅5%における低サイクル疲労回数が30
回以上である鋼棒が提案されている。また、特開平3−
31467号公報では、振動エネルギー吸収部材用鋼材
の製造方法が提案されている。しかし、いずれの技術も
鋼材の引張強さは50kgf/mm2 以下であり、エネルギー
吸収能を高めるためには限界がある。
As a steel material for a damper, Japanese Unexamined Patent Publication No.
No. 651, the yield strength is 20 to 35 kgf / mm 2 , the tensile strength is 35 to 50 kgf / mm 2 , the elongation is 20% or more, and the number of low cycle fatigue at a total axial strain of 5% is 30.
Steel rods that are more than times have been proposed. In addition, Japanese Unexamined Patent Publication
Japanese Patent No. 31467 proposes a method of manufacturing a steel material for a vibration energy absorbing member. However, the tensile strength of steel is 50 kgf / mm 2 or less in any of the technologies, and there is a limit in enhancing the energy absorbing ability.

【0005】[0005]

【発明が解決しようとする課題】本発明は上記の如き実
状に鑑みなされたものであって、免震ダンパー用鋼棒に
関して、エネルギー吸収能を高めるための高強度化と低
サイクル疲労寿命の向上を両立化させるとともに、低温
靭性の優れた免震ダンパー用鋼棒およびその製造方法を
提供することを目的とするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above situation, and relates to a steel rod for a seismic isolation damper, which has a high strength and a low cycle fatigue life for enhancing energy absorption capacity. It is an object of the present invention to provide a steel rod for a seismic isolation damper having excellent low-temperature toughness and a method of manufacturing the same.

【0006】[0006]

【課題を解決するための手段】鋼材の高強度化を達成す
るための手段として、フェライトの細粒化強化。析
出強化。固溶強化。セメンタイト分率の増加。強
度の高いベイナイト、マルテンサイトの利用がある。上
記のいずれの手段によっても鋼材の高強度化は可能であ
るが、本発明の目的とする低サイクル疲労特性を考慮す
る必要がある。
Means for Solving the Problems As means for achieving high strength of steel materials, refinement of ferrite is strengthened. Precipitation strengthening. Solid solution strengthening. Increase in cementite fraction. There are high strength bainite and martensite. Although it is possible to increase the strength of the steel material by any of the above means, it is necessary to consider the low cycle fatigue characteristics aimed at by the present invention.

【0007】低サイクル疲労特性に及ぼす上記の強化手
段の影響は明確でないため、本発明者らはまず低サイク
ル疲労寿命とエネルギー吸収能に及ぼす上記〜の要
因について詳細に解析した。その結果、鋼棒の高強度
化、即ち高いエネルギー吸収能と優れた低サイクル疲労
寿命を有する鋼棒を実現するためには、鋼材の強化方法
として、フェライトの細粒化、およびTi(CN),V
(CN),Nb(CN)等の炭窒化物を利用した析出強
化、次いでSi,Mn,Ni等による固溶強化が良いこ
とを見いだした。また、これらの強化方法は低温靭性を
損なわないことを明らかにした。さらに、フェライトの
細粒化強化、析出強化を十分に発揮するための免震ダン
パー用鋼棒の製造技術を確立した。
[0007] Since the effect of the above strengthening means on the low cycle fatigue characteristics is not clear, the present inventors first analyzed in detail the above factors which affect the low cycle fatigue life and energy absorption capacity. As a result, in order to increase the strength of the steel rod, that is, to realize a steel rod having high energy absorption capacity and excellent low cycle fatigue life, ferrite refinement, Ti (CN) , V
It has been found that precipitation strengthening using carbonitrides such as (CN) and Nb (CN), and then solid solution strengthening using Si, Mn, Ni and the like are good. It was also clarified that these strengthening methods do not impair the low temperature toughness. In addition, we have established a manufacturing technology for steel bars for seismic isolation dampers in order to sufficiently exert ferrite refinement and precipitation strengthening.

【0008】本発明は以上の知見に基づいてなされたも
のであって、その要旨とするところは、次の通りであ
る。 (1) 質量%で、 C :0.02〜0.15%、 Si:0.01〜1.5%、 Mn:0.2〜3.0% Al:0.001〜0.3%、 N :0.001〜0.02% を含有し、残部はFeおよび不可避的不純物からなり、
(1)式で示す炭素当量(Ceq)が0.3〜0.8%
であることを特徴とする低サイクル疲労特性の優れた高
強度・高靭性免震ダンパー用鋼棒。 Ceq=C%+Si%/24+Mn%/6+(Cr%+Mo%+V%)/5+(Ni%+Cu%)/15 ・・・(1) (2) 鋼成分がさらに、質量%で、 Cr:0.05〜2.0%、 Mo:0.05〜1.0%、 Ni:0.05〜5.0%、 Cu:0.05〜1.5%、 B :0.0003〜0.005% の1種または2種以上を含むことを特徴とする前記
(1) 項記載の低サイクル疲労特性の優れた高強度・高
靭性免震ダンパー用鋼棒。 (3) 鋼成分がさらに、質量%で、 V :0.01〜0.5%、 Nb:0.001〜0.5%、 Ti:0.003〜0.1% の1種または2種以上を含むことを特徴とする前記
(1) または (2) 項に記載の低サイクル疲労特性の優
れた高強度・高靭性免震ダンパー用鋼棒。 (4) 鋼成分がさらに、質量%で、 Ca:0.0003〜0.01%、 Mg:0.0003〜0.01%、 REM:0.005〜0.1% の1種または2種以上を含むことを特徴とする前記
(1) ないし (3) 項のいずれかに記載の低サイクル疲
労特性の優れた高強度・高靭性免震ダンパー用鋼棒。 (5) 前記 (1) ないし (4) 項のいずれかに記載の成
分を含有する鋼棒を850〜1100℃に加熱し熱間成
形を行うことを特徴とする低サイクル疲労特性の優れた
高強度・高靭性免震ダンパー用鋼棒の製造方法。 (6) 前記 (1) ないし (4) 項のいずれかに記載の成
分を含有する鋼棒を850〜1100℃に加熱し熱間成
形を行った後、850〜1100℃に加熱する焼きなら
し処理を施すことを特徴とする低サイクル疲労特性の優
れた高強度・高靭性免震ダンパー用鋼棒の製造方法。
[0008] The present invention has been made based on the above findings, and the gist thereof is as follows. (1) In mass%, C: 0.02 to 0.15%, Si: 0.01 to 1.5%, Mn: 0.2 to 3.0% Al: 0.001 to 0.3%, N: 0.001 to 0.02%, with the balance being Fe and unavoidable impurities,
The carbon equivalent (Ceq) represented by the formula (1) is 0.3 to 0.8%
High strength and high toughness steel bars for seismic isolation dampers with excellent low cycle fatigue characteristics. Ceq = C% + Si% / 24 + Mn% / 6 + (Cr% + Mo% + V%) / 5+ (Ni% + Cu%) / 15 (1) (2) Steel composition is further increased Cr: 0.05 to 2.0%, Mo: 0.05 to 1.0%, Ni: 0.05 to 5.0%, Cu: 0.05 to 1.5%, B : 0.0003 to 0.005% of one or more of the above.
(1) A steel bar for a high-strength and high-toughness seismic isolation damper having excellent low cycle fatigue characteristics described in (1). (3) One or two types of steel components, in terms of mass%, V: 0.01 to 0.5%, Nb: 0.001 to 0.5%, Ti: 0.003 to 0.1% The above is characterized by including the above
A steel rod for a high-strength and high-toughness seismic isolation damper having excellent low cycle fatigue characteristics as described in (1) or (2). (4) One or two types of steel components, in terms of mass%, Ca: 0.0003 to 0.01%, Mg: 0.0003 to 0.01%, REM: 0.005 to 0.1% The above is characterized by including the above
A steel rod for a high-strength and high-toughness seismic isolation damper having excellent low-cycle fatigue properties according to any one of (1) to (3). (5) A steel rod containing the component according to any one of the above (1) to (4) is heated to 850 to 1100 ° C. and hot-formed to obtain a steel rod having excellent low cycle fatigue properties. Manufacturing method of steel rod for high strength and high toughness seismic isolation damper. (6) After normalizing the steel rod containing the component according to any one of the above (1) to (4) to 850 to 1100 ° C. and performing hot forming, then normalizing to 850 to 1100 ° C. A method for producing a steel bar for a high-strength and high-toughness seismic isolation damper having excellent low-cycle fatigue characteristics, which is subjected to a treatment.

【0009】[0009]

【発明の実施の形態】まず本発明における低サイクル疲
労特性の優れた高強度・高靭性免震ダンパー用鋼棒と
は、 引張強さが550MPa以上、 50%破面遷移温度が−30℃以下、 鋼棒にかかる塑性歪みが10〜15%の領域での疲労
寿命が12回以上であることを意味している。
BEST MODE FOR CARRYING OUT THE INVENTION First, a steel bar for a high-strength and high-toughness seismic isolation damper having excellent low cycle fatigue characteristics according to the present invention has a tensile strength of 550 MPa or more and a 50% fracture surface transition temperature of -30 ° C. or less. Meaning that the fatigue life in a region where the plastic strain applied to the steel rod is 10 to 15% is 12 times or more.

【0010】以下に、本発明の対象とする鋼の成分の限
定理由について述べる。 C:Cは鋼棒の強度を増加させるために有効な元素であ
るが、0.02%未満では本発明で目的とする550M
Pa以上の引張り強さを得ることが困難である。一方、
0.15%を超える過剰な添加は強度が高くなるものの
低サイクル疲労寿命が大幅に低下するとともに靭性が低
下する。従って、Cの添加範囲を0.02〜0.15%
に限定した。
Hereinafter, the reasons for limiting the components of the steel to which the present invention is applied will be described. C: C is an element effective for increasing the strength of the steel rod, but if it is less than 0.02%, 550M which is the object of the present invention.
It is difficult to obtain a tensile strength of Pa or more. on the other hand,
Excessive addition exceeding 0.15% increases the strength, but significantly reduces the low cycle fatigue life and decreases the toughness. Therefore, the addition range of C is set to 0.02 to 0.15%.
Limited to.

【0011】Si:Siはフェライトの固溶強化と鋼の
脱酸のために有効な元素であり、鋼棒の高強度化とエネ
ルギー吸収能を向上させる作用がある。0.01%未満
では前記の効果が期待できず、一方、1.5%を超えて
添加しても効果が飽和するため、0.01〜1.5%の
範囲に制限した。
Si: Si is an element effective for solid solution strengthening of ferrite and deoxidation of steel, and has an effect of increasing the strength of a steel rod and improving the energy absorbing ability. If the content is less than 0.01%, the above effect cannot be expected. On the other hand, if the content exceeds 1.5%, the effect is saturated. Therefore, the content is limited to the range of 0.01 to 1.5%.

【0012】Mn:Mnは脱酸、脱硫のために必要であ
るばかりでなく、フェライトの細粒化および固溶強化に
極めて有効な元素であり、鋼棒の高強度化とエネルギー
吸収能を向上させる作用がある。さらに低サイクル疲労
寿命を向上させる効果がある。0.2%未満では上記の
効果が十分に発揮できず、一方、3.0%を越えて添加
しても効果が飽和するために、0.2〜3.0%の範囲
に限定した。
Mn: Mn is not only necessary for deoxidation and desulfurization, but is also an extremely effective element for refining ferrite and strengthening solid solution. It enhances the strength and energy absorption of steel rods. Has the effect of causing. Further, there is an effect of improving the low cycle fatigue life. If the content is less than 0.2%, the above effect cannot be sufficiently exerted. On the other hand, if the content exceeds 3.0%, the effect is saturated, so that the content is limited to the range of 0.2 to 3.0%.

【0013】Al:Alは脱酸およびフェライト粒径の
細粒化に有効な元素であり、フェライト粒の細粒化によ
って鋼棒の高強度化とエネルギー吸収能の増加、さらに
は低サイクル疲労寿命および靭性の向上を図ることがで
きる。0.001%未満では前記の効果が発揮できず、
0.3%を超えて添加しても添加量に見合う効果が期待
できないため、0.001〜0.3%の範囲に制限し
た。
Al: Al is an element effective for deoxidation and grain refinement of ferrite grain size. The grain refinement of ferrite grains increases the strength of a steel rod, increases the energy absorption capacity, and further reduces the cycle fatigue life. And improvement in toughness. If the content is less than 0.001%, the above effects cannot be exhibited,
Even if added over 0.3%, an effect commensurate with the added amount cannot be expected, so the range was limited to the range of 0.001 to 0.3%.

【0014】N:NはAlやTiと結合して炭窒化物を
形成することにより、オーステナイト粒およびフェライ
ト粒を細粒化させる作用がある。さらに、Ti,V,N
bが添加されている場合は、それらの炭窒化物が析出す
ることによって析出硬化する。この結果、鋼棒の強度が
高まりエネルギー吸収能が向上するとともに、低サイク
ル疲労寿命と靭性も向上させることが可能となる。N添
加量が0.001%未満では、前記効果が十分に発揮で
きず、一方、0.02%を超えて添加すると固溶N量が
増加し、靭性が低下するため、0.001〜0.02%
の範囲に制限した。
N: N has an effect of reducing austenite grains and ferrite grains by forming carbonitrides by combining with Al and Ti. Further, Ti, V, N
When b is added, precipitation hardening occurs due to precipitation of those carbonitrides. As a result, the strength of the steel rod is increased, the energy absorbing ability is improved, and the low cycle fatigue life and toughness can be improved. If the amount of N added is less than 0.001%, the above effect cannot be sufficiently exerted. On the other hand, if it exceeds 0.02%, the amount of solute N increases and the toughness decreases. .02%
Restricted to the range.

【0015】以上が本発明の鋼棒の基本成分であるが、
本発明では焼入性を増加させて鋼棒の強度を高めるため
にCr,Mo,Ni,Cu,Bの1種または2種以上、
またフェライトの細粒化と析出強化を図るためにV,T
i,Nbの1種または2種以上、さらにフェライトの細
粒化を図るためにCa,Mg,REMを1種または2種
以上を含有することができる。
The above are the basic components of the steel bar of the present invention.
In the present invention, one or more of Cr, Mo, Ni, Cu, and B are used to increase the hardenability and increase the strength of the steel rod.
In order to reduce the grain size of ferrite and strengthen precipitation, V, T
One or more kinds of i and Nb, and one or more kinds of Ca, Mg and REM can be contained in order to reduce the size of ferrite.

【0016】Cr:Crは鋼棒の強度向上に有効な元素
であるが、明瞭な効果を生じるためには0.05%以上
の添加が必要であり、一方、2.0%を超えて添加する
と靭性が劣化する傾向にあるため、0.05〜2.0%
の範囲に制限した。
Cr: Cr is an element effective for improving the strength of a steel rod, but it needs to be added in an amount of 0.05% or more in order to produce a clear effect, while adding more than 2.0%. Then, since the toughness tends to deteriorate, 0.05 to 2.0%
Restricted to the range.

【0017】Mo:Moは鋼棒の強度向上および免震ダ
ンパーの耐火性が必要とされる場合は耐火性向上に極め
て有効な元素である。0.05%未満では、前記効果が
十分に発揮できず、1.0%を超えて添加しても添加量
に見合う効果が期待できないため、0.05〜1.0%
の範囲に制限した。
Mo: Mo is an element that is extremely effective in improving the strength of steel bars and the fire resistance of seismic isolation dampers when required. If it is less than 0.05%, the above effect cannot be sufficiently exhibited, and even if it exceeds 1.0%, an effect commensurate with the added amount cannot be expected.
Restricted to the range.

【0018】Ni:Niは鋼棒の強度上昇と吸収エネル
ギーの増加および低サイクル疲労寿命と低温靭性の向上
に極めて有効な元素であるが、効果を十分に発揮させる
ためには0.05%以上を添加する必要がある。一方、
5.0%を超えて添加しても効果が飽和するため、上限
を5.0%にした。
Ni: Ni is an extremely effective element for increasing the strength and the absorbed energy of the steel rod and for improving the low cycle fatigue life and low temperature toughness. However, in order to exert the effect sufficiently, 0.05% or more is required. Need to be added. on the other hand,
Even if added in excess of 5.0%, the effect is saturated, so the upper limit was made 5.0%.

【0019】Cu:CuもNiと同様の効果を有する
が、0.05%未満では十分な効果を期待できず、一
方、1.5%を超えて添加すると熱間加工性が低下する
ため、0.05〜1.5%の範囲に制限した。
Cu: Cu also has the same effect as Ni, but if it is less than 0.05%, a sufficient effect cannot be expected. On the other hand, if it exceeds 1.5%, the hot workability deteriorates. It was limited to the range of 0.05 to 1.5%.

【0020】B:Bは微量添加で焼入性が増加し強度を
高める作用があるが、0.0003%未満では前記効果
が期待できず、0.005%を超えて添加しても効果が
飽和するため、0.0003〜0.005%の範囲に限
定した。
B: B has the effect of increasing the hardenability and increasing the strength when added in a small amount. However, if less than 0.0003%, the above effect cannot be expected, and even if added over 0.005%, the effect will not increase. In order to saturate, it was limited to the range of 0.0003 to 0.005%.

【0021】V:VはNおよび炭素と結合することによ
り炭窒化物を形成し、フェライトの析出強化およびフェ
ライトの細粒化強化に極めて有効な元素である。この結
果、鋼棒の強度が増加しエネルギー吸収能が高くなると
ともに、低サイクル疲労寿命と低温靭性を向上させるこ
とが可能となる。上記効果は、0.01%未満では十分
に発揮できず、0.5%を超えて添加しても効果が飽和
するため、0.01〜0.5%の範囲に制限した。
V: V forms a carbonitride by combining with N and carbon, and is an extremely effective element for strengthening the precipitation of ferrite and strengthening the grain refinement of ferrite. As a result, the strength of the steel rod increases, the energy absorbing ability increases, and the low cycle fatigue life and low temperature toughness can be improved. The above effect cannot be sufficiently exerted when the content is less than 0.01%, and the effect is saturated even when added over 0.5%. Therefore, the content is limited to the range of 0.01 to 0.5%.

【0022】Nb:NbもVと同様の効果を有するが、
0.001%未満では効果が十分に期待できず、一方
0.5%を超えて添加しても効果が飽和するため、0.
001〜0.5%の範囲に限定した。
Nb: Nb also has the same effect as V,
If the amount is less than 0.001%, the effect cannot be sufficiently expected. On the other hand, if the amount exceeds 0.5%, the effect is saturated.
It was limited to the range of 001 to 0.5%.

【0023】Ti:TiもV、Nbと同様の効果を有す
るが、0.003%未満では効果が発揮できず、0.1
%を超えて添加しても効果が飽和するため、0.003
〜0.1%の範囲に制限した。
Ti: Ti also has the same effect as V and Nb, but if less than 0.003%, the effect cannot be exhibited.
%, The effect is saturated.
Limited to the range of ~ 0.1%.

【0024】Ca,Mg,REM:Ca,Mg,REM
はいずれも微細な酸化物あるいは硫化物もしくはこれら
の混合物を形成し、フェライトの細粒化に有効な元素で
ある。この結果、鋼棒の高強度化とエネルギー吸収能の
向上および低サイクル疲労寿命と低温靭性を向上させる
ことができる。これらの効果を発揮するための下限の含
有量は、CaおよびMgは0.0003%、REMは
0.005%である。一方、過剰に添加すると硫化物や
酸化物の粗大化が生じ靭性が低下するため、上限をそれ
ぞれ、Ca,Mgは0.01%、REMは0.1%に制
限した。
Ca, Mg, REM: Ca, Mg, REM
All form fine oxides or sulfides or mixtures thereof, and are effective elements for refining ferrite. As a result, it is possible to increase the strength of the steel rod, improve the energy absorbing ability, and improve the low cycle fatigue life and the low temperature toughness. The lower limit contents for exhibiting these effects are 0.0003% for Ca and Mg, and 0.005% for REM. On the other hand, if added excessively, sulfides and oxides become coarse and the toughness is reduced. Therefore, the upper limits are respectively limited to 0.01% for Ca and Mg and 0.1% for REM.

【0025】他の元素は特に限定しないが、靭性の低下
を防ぐ点で、P:0.02%以下、S:0.02%以下
が好ましい範囲である。
Other elements are not particularly limited, but P is preferably 0.02% or less and S: 0.02% or less from the viewpoint of preventing a decrease in toughness.

【0026】以上の化学組成の限定に加えて、本発明に
おいては以下の理由により、(1)式で示す炭素当量
(Ceq)を0.3〜0.8に限定している。 Ceq=C%+Si%/24+Mn%/6+(Cr%+Mo%+V%)/5+(Ni%+Cu%)/15 ・・・(1) 炭素当量が0.3%未満であると本発明の目的とする引
張強さが550MPa以上の高強度の鋼棒を製造するこ
とが困難となる。一方、炭素当量が0.8%を超える
と、靭性および低サイクル疲労特性を劣化させるマルテ
ンサイトが生成しやすくなるため上限を0.8%に限定
した。
In addition to the above limitation of the chemical composition, in the present invention, the carbon equivalent (Ceq) represented by the formula (1) is limited to 0.3 to 0.8 for the following reason. Ceq = C% + Si% / 24 + Mn% / 6 + (Cr% + Mo% + V%) / 5+ (Ni% + Cu%) / 15 (1) Carbon equivalent is 0.3% If it is less than this, it is difficult to produce a high-strength steel rod having a tensile strength of 550 MPa or more, which is the object of the present invention. On the other hand, if the carbon equivalent exceeds 0.8%, martensite which deteriorates toughness and low cycle fatigue properties is likely to be generated, so the upper limit was limited to 0.8%.

【0027】次に、低サイクル疲労特性の優れた高強度
・高靭性のダンパー用鋼棒の製造方法について述べる。
熱間圧延で所定の径に圧延されたダンパー用鋼棒は、熱
間で所定の形状に成形した後に冷却するか、もしくは熱
間成形後に結晶粒を微細化させることによって、強度、
靭性および低サイクル疲労特性を向上させるための焼き
ならし処理を経る工程で製造される。結晶粒の細粒化お
よび強度高強度・高靭性で且つ低サイクル疲労特性の優
れた鋼棒を製造する上で重要な点は、最終的にフェライ
ト粒を細粒化することにある。
Next, a method for producing a high-strength and high-toughness steel rod for a damper having excellent low cycle fatigue characteristics will be described.
The steel rod for a damper rolled to a predetermined diameter by hot rolling is cooled after being formed into a predetermined shape by hot, or by refining crystal grains after hot forming, the strength,
It is manufactured in a process that goes through a normalizing process to improve toughness and low cycle fatigue characteristics. An important point in producing a steel rod having excellent grain strength and high strength / high toughness and low cycle fatigue properties is to finally refine the ferrite grains.

【0028】ダンパー用鋼棒の熱間成形条件:熱間圧延
された鋼棒を所定の形状に成型する熱間成形温度は、1
100℃を超えるとオーステナイト粒が粗大化し最終的
に微細なフェライト組織を得ることが困難になり、靭性
および低サイクル疲労寿命の低下を招く。さらに110
0℃を超えると鋼棒表層の脱炭も著しくなるため疲労特
性が劣化する。一方、850℃未満では完全なオーステ
ナイト化が困難であるため、熱間成形温度範囲を850
〜1100℃の範囲に限定した。
Hot forming condition of steel rod for damper: The hot forming temperature for forming the hot-rolled steel rod into a predetermined shape is 1
If the temperature exceeds 100 ° C., the austenite grains become coarse, making it difficult to finally obtain a fine ferrite structure, resulting in a decrease in toughness and low cycle fatigue life. Further 110
When the temperature exceeds 0 ° C., the decarburization of the surface layer of the steel rod becomes remarkable, so that the fatigue characteristics deteriorate. On the other hand, if the temperature is lower than 850 ° C., it is difficult to completely austenite, so that the hot forming temperature range is 850 ° C.
範 囲 1100 ° C.

【0029】焼きならし条件:熱間成形後の焼きならし
温度が、1100℃を超えると微細なフェライト組織に
することが困難であり、さらに表層の脱炭も著しくな
る。この結果、強度、靭性および低サイクル疲労特性が
低下しやすくなる。一方、850℃未満では完全なオー
ステナイト化が困難であるため、焼きならし温度範囲を
850〜1100℃の範囲に限定した。
Normalizing conditions: If the normalizing temperature after hot forming exceeds 1100 ° C., it is difficult to form a fine ferrite structure, and furthermore, the surface layer is significantly decarburized. As a result, strength, toughness, and low cycle fatigue properties are likely to be reduced. On the other hand, if the temperature is lower than 850 ° C., complete austenitization is difficult, so the normalizing temperature range is limited to the range of 850 to 1100 ° C.

【0030】なお、熱間圧延条件は限定しないもののフ
ェライト粒の細粒化の観点から、下記の仕上げ圧延条件
が好ましい。熱間圧延の仕上げ温度が1000℃を超え
るとオーステナイト粒の細粒化ができないため、粗大な
フェライト組織の鋼材となる。粗大なフェライト組織の
鋼材を用いて、熱間で所定形状のダンパー用鋼棒に加工
しても最終的に微細なフェライト組織とすることが困難
となる。ダンパー用鋼棒のフェライト粒径が粗大な場
合、低サイクル疲労特性および低温靭性は低下する。こ
のため、熱間圧延仕上げ温度は1000℃以下とするの
が好ましい範囲である。また、仕上げ圧延の圧下率が2
0%未満では、フェライトの細粒化が困難であるため、
圧下率の下限は20%以上が好ましい範囲である。
Although the hot rolling conditions are not limited, the following finishing rolling conditions are preferred from the viewpoint of reducing the size of ferrite grains. If the finishing temperature of the hot rolling exceeds 1000 ° C., the austenite grains cannot be refined, so that the steel material has a coarse ferrite structure. Even if a steel material having a coarse ferrite structure is hot worked into a steel bar for a damper having a predetermined shape, it is difficult to finally obtain a fine ferrite structure. If the ferrite grain size of the steel rod for the damper is coarse, the low cycle fatigue properties and the low temperature toughness decrease. For this reason, it is a preferable range that the hot rolling finishing temperature is 1000 ° C. or less. In addition, the rolling reduction of the finish rolling is 2
If it is less than 0%, it is difficult to refine the ferrite, so that
The lower limit of the rolling reduction is preferably 20% or more.

【0031】[0031]

【実施例】以下、実施例により本発明の効果をさらに具
体的に説明する。表1に示す化学組成を有する供試材を
熱間圧延で50〜100mmの径に仕上げた。熱間圧延の
仕上げ圧延は、仕上げ温度;800〜950℃、仕上げ
圧下率;25〜40%の条件で行った。その後、熱間で
所定形状の鋼棒に成形した。熱間成形後は空冷した。ま
た、焼きならし処理は、所定温度で1時間保持し、その
後空冷した。
EXAMPLES Hereinafter, the effects of the present invention will be described more specifically with reference to examples. A test material having the chemical composition shown in Table 1 was finished to a diameter of 50 to 100 mm by hot rolling. The finish rolling of hot rolling was performed under the conditions of a finishing temperature of 800 to 950 ° C. and a finish reduction of 25 to 40%. Then, it was formed into a steel rod having a predetermined shape by heating. Air cooling was performed after hot forming. In the normalizing process, the film was kept at a predetermined temperature for one hour, and then air-cooled.

【0032】熱間成形後あるいは焼きならし処理後の鋼
棒から、引張試験片およびシャルピー衝撃試験片を採取
し、その特性を評価した。シャルピー衝撃特性は50%
破面遷移温度(vTrs)で評価した(JIS 4号試験
片)。さらに図1に示す免震装置を用いて、水平振幅が
50cmの条件での疲労試験を行った。鋼棒が破断する回
数と累積吸収エネルギー量で鋼棒の低サイクル疲労特性
を評価した。鋼棒の製造条件および引張試験、破面遷移
温度、低サイクル疲労特性の結果を表2に示す。
[0032] Tensile test pieces and Charpy impact test pieces were sampled from the steel rods after the hot forming or the normalizing treatment, and their properties were evaluated. 50% Charpy impact properties
It was evaluated by the fracture surface transition temperature (vTrs) (JIS No. 4 test piece). Further, using the seismic isolation device shown in FIG. 1, a fatigue test was performed under the condition that the horizontal amplitude was 50 cm. The low cycle fatigue properties of the steel rod were evaluated based on the number of times the steel rod breaks and the accumulated energy absorbed. Table 2 shows the production conditions and the results of the tensile test, the fracture surface transition temperature, and the low cycle fatigue properties of the steel rod.

【0033】表2において、試験No.1〜12が比較
例で、13〜40が本発明例である。同表に見られるよ
うに本発明例は、いずれも引張強さが550MPa以
上、破面遷移温度が−30℃以下であり、さらに低サイ
クル疲労特性における破断回数、累積吸収エネルギー量
は比較例に比べ高く優れている。これに対して比較例で
あるNo.1〜3,6〜8は、いずれもC含有量が0.
15%を超えているために破面遷移温度が高く、低サイ
クル疲労試験における破断回数も本発明で目的としてい
る12回に達していない。さらに、No.9は炭素当量
が0.8を超えているため一部にマルテンサイトが発生
した例であり、破面遷移温度が大幅に悪化し、破断回数
も極端に低下した例である。また、比較例であるNo.
4、5は、いずれも破面遷移温度、破断回数は良好であ
るものの、炭素当量が0.3未満であるために本発明で
目的とする550MPa以上の強度に達していない例で
ある。さらに、比較例であるNo.10〜12は、いず
れも熱間成形温度あるいは焼きならし温度が1100℃
を超えたために結晶粒が粗大化し、この結果、破面遷移
温度が低く、また破断回数も目的に達しなかった例であ
る。
In Table 2, Test No. 1 to 12 are comparative examples, and 13 to 40 are examples of the present invention. As can be seen from the table, each of the examples of the present invention has a tensile strength of 550 MPa or more, a fracture surface transition temperature of -30 ° C. or less, and the number of breaks and the accumulated absorbed energy in the low cycle fatigue properties are comparative examples. Higher and better. On the other hand, in Comparative Example No. In any one of 1-3, 6-8, the C content is 0.1.
Since it exceeds 15%, the fracture surface transition temperature is high, and the number of fractures in the low cycle fatigue test does not reach the number of 12 intended in the present invention. In addition, No. No. 9 is an example in which martensite was generated in part because the carbon equivalent exceeded 0.8, in which the fracture surface transition temperature was significantly deteriorated and the number of fractures was extremely reduced. In addition, in Comparative Example No.
Nos. 4 and 5 are examples in which although the fracture surface transition temperature and the number of fractures are all good, the carbon equivalent is less than 0.3, and thus the strength of 550 MPa or more intended in the present invention has not been reached. In addition, in Comparative Example No. 10 to 12 are all hot forming temperatures or normalizing temperatures of 1100 ° C.
In this case, the crystal grain coarsened due to exceeding, and as a result, the fracture surface transition temperature was low, and the number of fractures did not reach the purpose.

【0034】[0034]

【表1】 [Table 1]

【0035】[0035]

【表2】 [Table 2]

【0036】[0036]

【発明の効果】以上の実施例からも明かなごとく、本発
明は免震ダンパー用鋼棒の高強度・高靭性化と優れた低
サイクル疲労特性を両立化したものであり、産業上の効
果は極めて顕著なものがある。
As is clear from the above embodiments, the present invention is intended to achieve both high strength and high toughness and excellent low cycle fatigue characteristics of a steel rod for a seismic isolation damper. Is extremely remarkable.

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

【図1】実験に用いた免震装置であって、(a)は平
面、(b)は側面を示す。
FIG. 1 shows a seismic isolation device used in an experiment, wherein (a) shows a plane and (b) shows a side surface.

【符号の説明】[Explanation of symbols]

1:免震ダンパー用鋼棒 2:鋼棒取付部材 3:鋼棒固定金物 1: Steel rod for seismic isolation damper 2: Steel rod mounting member 3: Steel rod fixing hardware

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C22C 38/58 C22C 38/58 F16F 1/02 F16F 1/02 A (72)発明者 渡辺 厚 千葉県富津市新富20−1 新日本製鐵株式 会社技術開発本部内 (72)発明者 杉沢 充 千葉県富津市新富20−1 新日本製鐵株式 会社技術開発本部内 Fターム(参考) 3J059 AB05 AB07 AB11 AD06 BA01 BC02 BD01 GA42 4K032 AA01 AA02 AA11 AA12 AA14 AA15 AA16 AA17 AA19 AA21 AA22 AA23 AA24 AA31 AA32 AA35 AA36 BA02 CA01 CA02 CF03 4K042 AA14 BA01 BA02 BA04 CA02 CA03 CA05 CA06 CA08 CA09 CA10 CA12 CA13 CA14 DA04 DC02 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI theme coat ゛ (Reference) C22C 38/58 C22C 38/58 F16F 1/02 F16F 1/02 A (72) Inventor Atsushi Watanabe Futtsu, Chiba 20-1 Shintomi, Nippon Steel Corporation Technology Development Division (72) Inventor Mitsuru Sugisawa 20-1 Shintomi, Futtsu-shi, Chiba F-term in Technology Development Division Nippon Steel Corporation Reference 3J059 AB05 AB07 AB11 AD06 BA01 BC02 BD01 GA42 4K032 AA01 AA02 AA11 AA12 AA14 AA15 AA16 AA17 AA19 AA21 AA22 AA23 AA24 AA31 AA32.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 質量%で、 C :0.02〜0.15%、 Si:0.01〜1.5%、 Mn:0.2〜3.0% Al:0.001〜0.3%、 N :0.001〜0.02% を含有し、残部はFeおよび不可避的不純物からなり、
(1)式で示す炭素当量(Ceq)が0.3〜0.8%
であることを特徴とする低サイクル疲労特性の優れた高
強度・高靭性免震ダンパー用鋼棒。 Ceq=C%+Si%/24+Mn%/6+(Cr%+Mo%+V%)/5+(Ni%+Cu%)/15 ・・・(1)
C: 0.02 to 0.15%, Si: 0.01 to 1.5%, Mn: 0.2 to 3.0%, Al: 0.001 to 0.3% by mass. %, N: 0.001 to 0.02%, the balance being Fe and unavoidable impurities,
The carbon equivalent (Ceq) represented by the formula (1) is 0.3 to 0.8%
High strength and high toughness steel bars for seismic isolation dampers with excellent low cycle fatigue characteristics. Ceq = C% + Si% / 24 + Mn% / 6 + (Cr% + Mo% + V%) / 5+ (Ni% + Cu%) / 15 ・ ・ ・ (1)
【請求項2】 鋼成分がさらに、質量%で、 Cr:0.05〜2.0%、 Mo:0.05〜1.0%、 Ni:0.05〜5.0%、 Cu:0.05〜1.5%、 B :0.0003〜0.005% の1種または2種以上を含むことを特徴とする請求項1
記載の低サイクル疲労特性の優れた高強度・高靭性免震
ダンパー用鋼棒。
2. The steel composition further includes, by mass%, Cr: 0.05 to 2.0%, Mo: 0.05 to 1.0%, Ni: 0.05 to 5.0%, Cu: 0. And B is 0.0003 to 0.005%.
High strength and high toughness steel bars for seismic isolation dampers with excellent low cycle fatigue characteristics as described.
【請求項3】 鋼成分がさらに、質量%で、 V :0.01〜0.5%、 Nb:0.001〜0.5%、 Ti:0.003〜0.1% の1種または2種以上を含むことを特徴とする請求項1
または2に記載の低サイクル疲労特性の優れた高強度・
高靭性免震ダンパー用鋼棒。
3. The steel composition further comprises one or more of V: 0.01 to 0.5%, Nb: 0.001 to 0.5%, Ti: 0.003 to 0.1% by mass%. 2. The method according to claim 1, wherein the composition contains at least two types.
Or high strength with excellent low cycle fatigue characteristics described in 2.
Steel rod for high toughness seismic isolation damper.
【請求項4】 鋼成分がさらに、質量%で、 Ca:0.0003〜0.01%、 Mg:0.0003〜0.01%、 REM:0.005〜0.1% の1種または2種以上を含むことを特徴とする請求項1
ないし3のいずれかに記載の低サイクル疲労特性の優れ
た高強度・高靭性免震ダンパー用鋼棒。
4. The steel composition further comprises one or more of mass%, Ca: 0.0003 to 0.01%, Mg: 0.0003 to 0.01%, REM: 0.005 to 0.1%. 2. The method according to claim 1, wherein the composition contains at least two types.
4. A steel bar for a high-strength and high-toughness seismic isolation damper having excellent low-cycle fatigue characteristics according to any one of the above items 3 to 3.
【請求項5】 請求項1ないし4のいずれかに記載の成
分を含有する鋼棒を850〜1100℃に加熱し熱間成
形を行うことを特徴とする低サイクル疲労特性の優れた
高強度・高靭性免震ダンパー用鋼棒の製造方法。
5. A high-strength steel with excellent low cycle fatigue characteristics, wherein a steel rod containing the component according to any one of claims 1 to 4 is heated to 850 to 1100 ° C. to perform hot forming. Manufacturing method of steel rod for high toughness seismic isolation damper.
【請求項6】 請求項1ないし4のいずれかに記載の成
分を含有する鋼棒を850〜1100℃に加熱し熱間成
形を行った後、850〜1100℃に加熱する焼きなら
し処理を施すことを特徴とする低サイクル疲労特性の優
れた高強度・高靭性免震ダンパー用鋼棒の製造方法。
6. A normalizing treatment in which a steel rod containing the component according to any one of claims 1 to 4 is heated to 850 to 1100 ° C., hot-formed, and then heated to 850 to 1100 ° C. A method for producing a high-strength, high-toughness steel rod for a seismic isolation damper having excellent low-cycle fatigue characteristics, which is characterized by being applied.
JP2000046626A 2000-02-23 2000-02-23 Steel bars for high strength and toughness seismic isolation dampers with excellent low cycle fatigue characteristics Expired - Fee Related JP4132545B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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EP1561833A1 (en) * 2004-02-05 2005-08-10 Edelstahlwerke Südwestfalen GmbH Steel for manufacturing of high strength elements with an excellent low temperature toughness and use thereof
WO2007009517A1 (en) * 2005-07-19 2007-01-25 Rud Ketten Rieger & Dietz Gmbh U. Co. Kg High-strength steel chain for the low temperature range
CN104313492A (en) * 2014-11-07 2015-01-28 江苏天舜金属材料集团有限公司 PC steel bar with high strength and toughness and heat treatment method thereof
CN105200325A (en) * 2015-11-03 2015-12-30 袁炜 High-strength and anti-seismic reinforcing steel bar and production method thereof
CN107460294A (en) * 2017-07-24 2017-12-12 天人汽车底盘(芜湖)股份有限公司 The closed torsion beam bulk heat treatmet processing method of car
CN112210714A (en) * 2020-09-01 2021-01-12 陕钢集团产业创新研究院有限公司 High-strength anti-seismic reinforcing steel bar with yield strength of more than 650MPa and production method thereof
CN113235000A (en) * 2021-04-29 2021-08-10 盐城市联鑫钢铁有限公司 Phi 40mmHRB600 high-strength anti-seismic reinforcing steel bar and production method thereof

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CN111218616B (en) * 2020-02-20 2021-03-30 山东钢铁股份有限公司 Low-temperature-resistant high-toughness high-strength low-alloy round steel and preparation method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1561833A1 (en) * 2004-02-05 2005-08-10 Edelstahlwerke Südwestfalen GmbH Steel for manufacturing of high strength elements with an excellent low temperature toughness and use thereof
WO2005075693A1 (en) * 2004-02-05 2005-08-18 Edelstahlwerke Südwestfalen Gmbh Steel for producing high tensile structural components with excellent toughness at low temperatures and uses of such a steel
WO2007009517A1 (en) * 2005-07-19 2007-01-25 Rud Ketten Rieger & Dietz Gmbh U. Co. Kg High-strength steel chain for the low temperature range
CN104313492A (en) * 2014-11-07 2015-01-28 江苏天舜金属材料集团有限公司 PC steel bar with high strength and toughness and heat treatment method thereof
CN105200325A (en) * 2015-11-03 2015-12-30 袁炜 High-strength and anti-seismic reinforcing steel bar and production method thereof
CN107460294A (en) * 2017-07-24 2017-12-12 天人汽车底盘(芜湖)股份有限公司 The closed torsion beam bulk heat treatmet processing method of car
CN112210714A (en) * 2020-09-01 2021-01-12 陕钢集团产业创新研究院有限公司 High-strength anti-seismic reinforcing steel bar with yield strength of more than 650MPa and production method thereof
CN113235000A (en) * 2021-04-29 2021-08-10 盐城市联鑫钢铁有限公司 Phi 40mmHRB600 high-strength anti-seismic reinforcing steel bar and production method thereof

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