JP7655658B2 - 400MPa-class corrosion-resistant rebar and its production method - Google Patents
400MPa-class corrosion-resistant rebar and its production method Download PDFInfo
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Description
(関連出願の相互参照)
本出願は、出願日2021年1月15日、出願番号202110051522.4、発明の名称「400MPa級耐食鉄筋及びその生産方法」の中国特許出願の優先権を主張し、その全ての内容が参照によって本出願に組み込まれる。
CROSS-REFERENCE TO RELATED APPLICATIONS
This application claims priority to a Chinese patent application with application number 202110051522.4, filed on January 15, 2021, and titled "400 MPa-class corrosion-resistant rebar and its production method," the entire contents of which are incorporated herein by reference.
本発明は冶金の技術分野に属し、400MPa級耐食鉄筋及び400MPa級耐食鉄筋の生産方法に関する。 The present invention belongs to the field of metallurgy technology and relates to a 400 MPa-class corrosion-resistant rebar and a method for producing the same.
鉄筋コンクリート構造はインフラ建設において最も広く使われている構造形式であり、鉄筋コンクリート構造の理論耐用年数は長いが、実際の工事では、鉄筋コンクリートが時期尚早に破損するケースが多く、メンテナンスコストを増やすだけでなく、エネルギーと資源の多大な浪費をも招く。調査によると、海岸沿いの鉄筋コンクリート構造は、塩素イオン及び硫酸塩に富む環境や、高温高湿環境等の劣悪な環境の影響を受けているため、投入からわずか10~15年後に、深刻な腐食損傷が広く一般に発生し、設計上の理論耐用年数に達するのにはほど遠い。 Reinforced concrete structures are the most widely used structural form in infrastructure construction, and although the theoretical service life of reinforced concrete structures is long, in actual construction, there are many cases of premature failure of reinforced concrete, which not only increases maintenance costs but also leads to a huge waste of energy and resources. Research has shown that coastal reinforced concrete structures are subject to poor environments such as environments rich in chloride ions and sulfates, and high temperature and humidity, and therefore suffer widespread serious corrosion damage just 10 to 15 years after construction, far from reaching the theoretical service life designed.
鉄筋コンクリート構造のコンクリートは強アルカリ性環境に属し、該アルカリ性環境では、鉄筋の表面が不動態化して安定した金属酸化物不動態皮膜が生成される。鉄筋コンクリート構造の実際の使用では、不動態皮膜の溶解と修復は理論的にほぼバランスのとれた状態にあるため、鉄筋の表面の各位置の電位がほぼ同じであり、鉄筋が腐食しにくく又は腐食速度が非常に低いことが保証される。しかし、鉄筋の表面の不動態皮膜が外部の浸食物質によって損傷した場合、例えば、海洋環境下で、鉄筋の表面の不動態皮膜上の活性塩素イオンが一定の濃度に達すると、不動態皮膜の溶解と修復がバランスを失い、不動態皮膜の溶解が加速して腐食ピットが形成され、結果として鉄筋躯体が浸食媒体にさらされ、最終的には鉄筋コンクリート構造の破損を招く。 The concrete in reinforced concrete structures belongs to a strong alkaline environment, in which the surface of the rebar is passivated to produce a stable metal oxide passive film. In the actual use of reinforced concrete structures, the dissolution and repair of the passive film are theoretically in a balanced state, so that the potential at each position on the surface of the rebar is almost the same, ensuring that the rebar is not easily corroded or has a very low corrosion rate. However, when the passive film on the surface of the rebar is damaged by external erosive substances, for example, in a marine environment, when the active chloride ions on the passive film on the surface of the rebar reach a certain concentration, the dissolution and repair of the passive film will lose balance, and the dissolution of the passive film will accelerate to form a corrosion pit, resulting in the rebar skeleton being exposed to the erosive medium, and ultimately leading to the failure of the reinforced concrete structure.
現在、腐食抑制剤、表面防護層、陰極保護、鉄筋塗装等の手段は、鉄筋コンクリート構造の耐用年数の延長に一定の効果があるものであるが、鉄筋コンクリート構造のコアである鉄筋そのものの躯体の耐食性を高めることは、鉄筋コンクリート構造の腐食損傷問題を解決する鍵である。 Currently, corrosion inhibitors, surface protective layers, cathodic protection, rebar painting, and other methods have a certain effect on extending the service life of reinforced concrete structures, but improving the corrosion resistance of the steel bars themselves, which are the core of reinforced concrete structures, is the key to solving the corrosion damage problem of reinforced concrete structures.
また、耐食性のほかに、鉄筋の力学性能、溶接性能、生産製造コスト等も鉄筋の実際の生産と応用に影響を与える重要な面である。例えば、ステンレス鋼鉄筋は、耐食性に優れる一般的な鉄筋タイプであり、Cr、Ni、Mo等の合金元素を大量に添加することで、通常の炭素鋼鉄筋に比べて耐食性を大幅に向上させることができ、腐食耐性が非常に優れている。しかしながら、ステンレス鋼鉄筋に大量の合金元素が添加されているため、溶接性能が非常に低く、実際の施工において、ステンレス鋼鉄筋の溶接施工コストが非常に高く、鉄筋コンクリート構造が溶接不良で構造が不安定になるリスクもある。また、ステンレス鋼鉄筋に大量の合金元素が添加されているため、その原料コストと生産コストは通常の鉄筋に比べて倍数に増加し、結果として高価で広く応用できず、省エネルギー・消費削減の社会的要請にも合わない。また、ステンレス鋼鉄筋と通常の鉄筋を重ね継ぐ際にマクロセル腐食が発生するか否かについても、まだ議論がある。 In addition to corrosion resistance, the mechanical performance, welding performance, production and manufacturing costs of rebars are also important aspects that affect the actual production and application of rebars. For example, stainless steel rebars are a common type of rebar with excellent corrosion resistance. By adding a large amount of alloying elements such as Cr, Ni, Mo, etc., the corrosion resistance can be greatly improved compared to ordinary carbon steel rebars, and the corrosion resistance is very good. However, since a large amount of alloying elements is added to stainless steel rebars, the welding performance is very low, and in actual construction, the welding construction cost of stainless steel rebars is very high, and there is a risk that the reinforced concrete structure will be unstable due to poor welding. In addition, since a large amount of alloying elements is added to stainless steel rebars, their raw material costs and production costs are several times higher than those of ordinary rebars, resulting in high costs and insufficient wide application, and not meeting the social demand for energy saving and consumption reduction. In addition, there is still debate as to whether macrocell corrosion will occur when stainless steel rebars and ordinary rebars are lapped and spliced.
したがって、どのように耐食性、力学性能、溶接性能及びコストを同時に保証するかは、耐食鉄筋の研究において顕著な社会的意義と経済的効果がある重要な課題となる。 Therefore, how to simultaneously guarantee corrosion resistance, mechanical performance, welding performance, and cost is an important issue in research into corrosion-resistant rebars that has significant social and economic impact.
本発明は、従来技術に存在した技術的問題を解決するために、耐食性、総合的力学性能及び溶接性能に優れ、低い材料コスト及びプロセスコストで製造することができ、海洋工事に広く使用するのに適している、400MPa級耐食鉄筋を提供することを目的とする。 The present invention aims to provide a 400 MPa-class corrosion-resistant rebar that has excellent corrosion resistance, overall mechanical performance, and welding performance, can be manufactured at low material and process costs, and is suitable for wide use in marine construction, in order to solve the technical problems that existed in the prior art.
上記発明の目的を実現するために、一実施形態は、化学成分が質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.5%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%を含み、且つCr+Mo+0.5Mn+0.35Ni+0.25Cuが11.1~12.2%で、C+N+0.3Si+Mn+1.8Nbが0.4~0.8%であり、残部がFe及び不可避的不純物である、400MPa級耐食鉄筋を提供する。 In order to achieve the above object of the invention, one embodiment has a chemical composition, in mass percent, of Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.5%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦ We provide a 400 MPa-class corrosion-resistant rebar containing 0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, Cr+Mo+0.5Mn+0.35Ni+0.25Cu at 11.1-12.2%, C+N+0.3Si+Mn+1.8Nb at 0.4-0.8%, and the balance being Fe and unavoidable impurities.
好ましくは、前記鉄筋の化学成分は質量パーセントで、V:0.1~0.15%、Ti:0.01~0.05%、Al:0.01~0.03%、B:0.0005~0.0020%のうちのいずれか1つ以上をさらに含む。 Preferably, the chemical composition of the reinforcing bar further includes, in mass percent, one or more of V: 0.1-0.15%, Ti: 0.01-0.05%, Al: 0.01-0.03%, and B: 0.0005-0.0020%.
さらに、前記鉄筋のミクロ組織はフェライトとベイナイトであり、フェライトが占める割合は28%~40%である。 Furthermore, the microstructure of the reinforcing bar is ferrite and bainite, with the proportion of ferrite being 28% to 40%.
さらに、前記鉄筋のGB/T10561標準におけるA系、B系、C系、D系介在物がいずれも≦1.0級である。 Furthermore, the rebar has A, B, C, and D inclusions of ≦1.0 grade according to the GB/T10561 standard.
さらに、前記鉄筋の降伏強度が≧420MPaで、引張強度が≧540MPaで、破断伸び率が≧18%で、最大力における全伸び率が≧7.5%である。 Furthermore, the rebar has a yield strength of ≥ 420 MPa, a tensile strength of ≥ 540 MPa, an elongation at break of ≥ 18%, and a total elongation at maximum force of ≥ 7.5%.
好ましくは、前記鉄筋の公称直径が6~32mmである。 Preferably, the nominal diameter of the reinforcing bar is between 6 and 32 mm.
好ましくは、前記鉄筋の公称直径が6~10mmである場合、前記鉄筋はコイル状の鉄筋とされ、前記鉄筋の公称直径が12~32mmである場合、前記鉄筋は棒状の鉄筋とされる。 Preferably, if the nominal diameter of the reinforcing bar is between 6 and 10 mm, the reinforcing bar is a coiled reinforcing bar, and if the nominal diameter of the reinforcing bar is between 12 and 32 mm, the reinforcing bar is a rod-shaped reinforcing bar.
さらに、周囲浸漬腐食試験において、前記鉄筋の平均重量損失による腐食速度が0.05~0.1g/(m2・h)であり、塩水噴霧腐食試験において、前記鉄筋の平均重量損
失による腐食速度が0.01~0.04g/(m2・h)であり、
塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水において、前記鉄筋の自己腐食電位が-0.1~-0.15Vで、分極抵抗が2500~3000kΩ/cm2で、
自己腐食電流密度が≦0.13μA/cm2である。
Furthermore, in an ambient immersion corrosion test, the corrosion rate of the reinforcing steel due to the average weight loss is 0.05 to 0.1 g/( m2 ·h), and in a salt spray corrosion test, the corrosion rate of the reinforcing steel due to the average weight loss is 0.01 to 0.04 g/( m2 ·h);
In a simulated concrete pore water having a chloride ion concentration of ≧3 mol/L, the self-corrosion potential of the reinforcing bar is −0.1 to −0.15 V and the polarization resistance is 2500 to 3000 kΩ/cm 2 ;
The self-corrosion current density is ≦0.13 μA/cm 2 .
好ましくは、前記鉄筋は、プロセス経路1とプロセス経路2のいずれを用いても製造可能であり、
前記プロセス経路1は、順に行われる溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、及び温度制御冷却工程を含み、
前記プロセス経路2は、順に行われる溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、及び温度制御冷却工程を含む。
Preferably, the reinforcing bar can be produced using either process path 1 or process path 2;
The process path 1 includes a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, an LF furnace refining process, a square billet continuous casting process, a hot continuous rolling process, and a temperature controlled cooling process, which are performed in this order.
The process path 2 includes a hot metal pre-desulfurization process, a converter smelting process, an LF furnace refining process, an RH furnace refining process, a square billet continuous casting process, a hot continuous rolling process, and a temperature controlled cooling process, which are performed in this order.
好ましくは、プロセス経路1では、前記転炉製錬工程の出鋼温度が1600~1660℃であり、前記AOD炉精錬工程の時、溶鋼に高炭素フェロクロム合金、モリブデン鉄合金を添加して溶鋼の初期合金化を行い、還元後に除滓してから、マンガン合金を添加し、出鋼前に出鋼用の取鍋をアルゴンで5min以上パージし、出鋼中に溶鋼にアルミインゴット20kgを添加し、出鋼温度が1630~1670℃で、出鋼Cの含有量が≦0.01%であり、前記LF炉精錬工程の時、溶鋼がLF炉の取鍋に到達した後、溶鋼1トンあたりに13~15kgの石灰、4.0~6.5kgの蛍石を添加する案でスラグを調整し、白色スラグ保持時間が≧8minで、ソフト撹拌時間が8~15minで、出鋼温度が1600~1620℃であり、前記角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が1.2~1.6m/minである。 Preferably, in process route 1, the tapping temperature in the converter smelting process is 1600 to 1660°C, and in the AOD furnace refining process, a high carbon ferrochromium alloy and a molybdenum iron alloy are added to the molten steel to perform initial alloying of the molten steel, and after reduction and slag removal, a manganese alloy is added, the tapping ladle is purged with argon for 5 minutes or more before tapping, 20 kg of aluminum ingot is added to the molten steel during tapping, the tapping temperature is 1630 to 1670°C, and the tapping C content is ≦0.01%, and in the LF furnace refining process After the molten steel reaches the ladle of the LF furnace, the slag is adjusted by adding 13-15 kg of lime and 4.0-6.5 kg of fluorite per ton of molten steel, the white slag holding time is ≧8 min, the soft stirring time is 8-15 min, the tapping temperature is 1600-1620°C, and during the square billet continuous casting process, carbon-free mold flux or ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560°C, and the casting speed during continuous casting is 1.2-1.6 m/min.
好ましくは、前記プロセス経路2では、前記転炉製錬工程の時、出鋼中に溶鋼に微量炭素フェロクロム合金を添加して溶鋼の初期合金化を行い、出鋼温度が1700~1750℃であり、前記LF炉精錬工程の時、工程全体にわたって、LF炉の取鍋内に80~160L/minのアルゴン流量で底吹きし、出鋼温度が1560~1600℃であり、前記RH炉精錬工程の時、RH炉を3min真空化した後、RH炉内への酸素吹き込みを開始し、酸素吹き込み総量が500~700Nm3であり、続いて溶鋼に微量炭素フェロクロ
ム合金を添加して溶鋼の合金化を行い、真空度が2mbarよりも小さくなると5min以上清水循環処理し、出鋼温度が1560~1600℃で、出鋼Cの含有量が≦0.015%であり、前記角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が2.2~2.6m/minである。
Preferably, in the process path 2, during the converter smelting step, a trace carbon ferrochrome alloy is added to the molten steel during tapping to perform initial alloying of the molten steel, and the tapping temperature is 1700-1750°C; during the LF furnace refining step, argon is bottom-blown into the ladle of the LF furnace at a flow rate of 80-160 L/min throughout the entire process, and the tapping temperature is 1560-1600°C; and during the RH furnace refining step, oxygen blowing into the RH furnace is started after the RH furnace is evacuated for 3 min, and the total amount of oxygen blown is 500-700 Nm 3 , then adding a trace carbon ferrochrome alloy to the molten steel to alloy the molten steel, and when the vacuum level is less than 2 mbar, performing fresh water circulation treatment for 5 minutes or more, the tapping temperature is 1560-1600°C, and the tapping C content is ≦0.015%, and during the square billet continuous casting process, carbon-free mold flux or ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560°C, and the casting speed during continuous casting is 2.2-2.6 m/min.
好ましくは、前記プロセス経路1と前記プロセス経路2のいずれにおいても、
前記熱間連続圧延工程の時、連鋳ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、続いて直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃であり、
前記温度制御冷却工程の時、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃である。
Preferably, in both process path 1 and process path 2,
In the hot continuous rolling process, the continuous cast billet is heated in a heating furnace, the heating temperature is 1100 to 1200°C, the furnace time is 60 to 120 min, and then rolled into a rod-shaped threaded rebar having a diameter of 12 to 32 mm, the rolling start temperature is 1000 to 1100°C, and the finish rolling temperature is 850 to 950°C.
In the temperature-controlled cooling step, the rolled rod-shaped threaded reinforcing bar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860 to 920°C.
好ましくは、前記プロセス経路1と前記プロセス経路2のいずれにおいても、前記熱間連続圧延工程の時、連鋳ビレットを加熱炉内で加熱し、加熱温度が1080~1130℃で、在炉時間が60~120minであり、続いて直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃である。 Preferably, in both process route 1 and process route 2, during the hot continuous rolling process, the continuously cast billet is heated in a heating furnace, the heating temperature is 1080-1130°C, the furnace time is 60-120 min, and then rolled into a coil-shaped threaded rebar with a diameter of 6-10 mm, the rolling start temperature is 980-1030°C, the finish rolling temperature is 850-950°C, and the laying temperature is 830-920°C.
好ましくは、前記プロセス経路1と前記プロセス経路2のいずれも、前記温度制御冷却工程の後に順に行われるインライン酸洗工程、梱包工程を含み、前記インライン酸洗工程では、鉄筋を順に酸洗槽、不動態化槽及び乾燥装置を通過させ、前記酸洗槽のガス吹出口が前記酸洗槽の中心線周りに分布する。 Preferably, both process paths 1 and 2 include an in-line pickling process and a packaging process that are performed in sequence after the temperature-controlled cooling process, and in the in-line pickling process, the rebar is passed through a pickling tank, a passivation tank, and a drying device in that order, and the gas outlets of the pickling tank are distributed around the center line of the pickling tank.
さらに、2本の前記鉄筋がエレクトロスラグ圧力溶接で溶接試料として接合される場合、得られた溶接試料の引張試験における破断点が2本の前記鉄筋の母材に形成される。 Furthermore, when two of the reinforcing bars are joined as a welded sample by electroslag pressure welding, the fracture point in a tensile test of the resulting welded sample is formed in the base material of the two reinforcing bars.
従来技術と比較して、本発明の有益な効果は以下を含む。 Compared to the prior art, the beneficial effects of the present invention include:
(1)超低炭素の設計前提で、Cr、Mo、Mn、Ni、Cuのそれぞれの含有量及び
関連関係を合理的に設計するとともに、C、N、Si、Mn、Nbのそれぞれの含有量及び関連関係を合理的に設計することによって、鉄筋はフェライトとベイナイトの二相ミクロ組織を合理的な割合で含有し、鉄筋全体の総合性能は優れている。具体的には、鉄筋の力学性能について、降伏強度が≧420MPaで、引張強度が≧540MPaで、破断伸び率が≧18%で、最大力における全伸び率が≧7.5%である。耐食性について、周囲浸漬腐食試験及び塩水噴霧腐食試験では、耐食性は通常のHRB400に対して45倍以上向上し、電気化学的腐食試験では、自己腐食電位は通常のHRB400よりも貴化幅が0.4Vを超え、分極抵抗は通常のHRB400よりもはるかに高く、自己腐食電流密度は通常のHRB400の1/65又はそれ以下に相当する。溶接性能について、溶接がしやすく、溶接点構造が強固で破断しにくく、溶接試料の引張試験における破断点が鉄筋母材に形成される。
(1) Under the premise of ultra-low carbon design, the contents and relative relationships of Cr, Mo, Mn, Ni, and Cu are reasonably designed, and the contents and relative relationships of C, N, Si, Mn, and Nb are reasonably designed, so that the rebar contains a reasonable proportion of ferrite and bainite dual-phase microstructure, and the overall performance of the rebar is excellent. Specifically, the mechanical properties of the rebar are: yield strength ≧420MPa, tensile strength ≧540MPa, elongation at break ≧18%, and total elongation at maximum force ≧7.5%. Regarding corrosion resistance, in ambient immersion corrosion tests and salt spray corrosion tests, the corrosion resistance is improved by 45 times or more compared to normal HRB 400, and in electrochemical corrosion tests, the self-corrosion potential exceeds 0.4 V in noble width compared to normal HRB 400, the polarization resistance is much higher than normal HRB 400, and the self-corrosion current density is equivalent to 1/65 or less of normal HRB 400. Regarding welding performance, it is easy to weld, the weld point structure is strong and difficult to break, and the break point in the tensile test of the welded sample is formed in the rebar base material.
(2)上記の化学成分設計案によれば、優れた耐食性、総合的力学性能及び溶接性能を実現できるとともに、合金元素のコストが低く、省エネルギーで消費が削減され、また、複数のプロセス経路で製造することができ、生産プロセスのコストを削減し、実際の生産と加工に適し、より高い社会的意義と経済的効果を有する。 (2) According to the above chemical composition design plan, it is possible to achieve excellent corrosion resistance, comprehensive mechanical performance and welding performance, while at the same time, the cost of alloying elements is low, energy saving and consumption is reduced, and it can be manufactured through multiple process routes, reducing the cost of the production process, and is suitable for actual production and processing, with greater social significance and economic benefits.
本発明は、従来技術に存在した技術的問題を解決するために、得られた鉄筋が耐食性、総合的力学性能及び溶接性能に優れ、材料コスト及びプロセスコストが低く、海洋工事に広く使用するのに適している、400MPa級耐食鉄筋の生産方法を提供することを目的とする。 The present invention aims to provide a method for producing 400 MPa-class corrosion-resistant rebars that have excellent corrosion resistance, overall mechanical performance, and welding performance, have low material and process costs, and are suitable for widespread use in marine construction, in order to solve the technical problems that existed in the prior art.
上記発明の目的を実現するために、一実施形態は、
(1)溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程を順に用いて溶鋼を製錬するか、又は溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程を順に用いて溶鋼を製錬し、得られた溶鋼を鋼ビレットに連続鋳造し、前記鋼ビレットの化学成分が質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.5%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%を含み、且つCr+Mo+0.5Mn+0.35Ni+0.25Cuが11.1~12.2%で、C+N+0.3Si+Mn+1.8Nbが0.4~0.8%であり、残部がFe及び不可避的不純物である製鋼ステップと、
(2)ステップ1(製鋼ステップを意味する。以下同様)で得られた鋼ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、続いて直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃であり、その後、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃であり、
又は、ステップ1で得られた鋼ビレットを加熱炉内で加熱し、加熱温度が1080~1130℃で、在炉時間が60~120minであり、続いて直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃であり、その後、圧延してなるコイル状のねじ節鉄筋を遅延型のステルモア冷却方式で冷却し、ローラコンベア下方の送風機が全てオフされる制御圧延・制御冷却ステップと、を含む400MPa級耐食鉄筋の生産方法を提供する。
In order to achieve the above object of the invention, one embodiment comprises:
(1) A method for smelting molten steel by sequentially performing a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, and an LF furnace refining process, or a method for smelting molten steel by sequentially performing a hot metal pre-desulfurization process, a converter smelting process, an LF furnace refining process, and an RH furnace refining process, and continuously casting the obtained molten steel into a steel billet, and a chemical composition of the steel billet is, in mass percent, Cr: 9.5 to 10.4%, Mo: 1.0 to 1.2%, Mn: 0.3 to 0.6%, Ni: 0.01 to 1.00%, Cu: 0.01 to 0.05%, and Cu: 0.02 to 0.05%. 0.01-0.5%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and Cr+Mo+0.5Mn+0.35Ni+0.25Cu is 11.1-12.2%, C+N+0.3Si+Mn+1.8Nb is 0.4-0.8%, and the balance is Fe and unavoidable impurities;
(2) The steel billet obtained in step 1 (which means the steelmaking step; the same applies below) is heated in a heating furnace, the heating temperature is 1100-1200°C, the residence time is 60-120 min, and then rolled into a rod-shaped threaded rebar with a diameter of 12-32 mm, the rolling start temperature is 1000-1100°C, the finish rolling temperature is 850-950°C, and then the rolled rod-shaped threaded rebar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860-920°C;
Alternatively, the present invention provides a method for producing a 400 MPa-class corrosion-resistant rebar, comprising: heating the steel billet obtained in step 1 in a heating furnace at a heating temperature of 1080 to 1130°C and a residence time of 60 to 120 min; subsequently rolling the billet into a coil-shaped threaded rebar having a diameter of 6 to 10 mm; a rolling start temperature of 980 to 1030°C, a finish rolling temperature of 850 to 950°C, and a laying temperature of 830 to 920°C; and subsequently cooling the rolled coil-shaped threaded rebar by a delayed Stelmor cooling method, with all fans below the roller conveyor turned off.
好ましくは、ステップ1では、前記鋼ビレットの化学成分が質量パーセントで、V:0.1~0.15%、Ti:0.01~0.05%、Al:0.01~0.03%、B:0.0005~0.0020%のうちのいずれか1つ以上をさらに含む。 Preferably, in step 1, the chemical composition of the steel billet further includes, in mass percent, one or more of V: 0.1-0.15%, Ti: 0.01-0.05%, Al: 0.01-0.03%, and B: 0.0005-0.0020%.
好ましくは、ステップ1では、溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程を順に用いて溶鋼を製錬する場合、前記転炉製錬工程の出鋼温度が1600~1660℃であり、前記AOD炉精錬工程の時、溶鋼に高炭素フェロクロム合金、モリブデン鉄合金を添加して溶鋼の初期合金化を行い、還元後に除滓してから、マンガン合金を添加し、出鋼前に出鋼用の取鍋をアルゴンで5min以上パージし、出鋼中に溶鋼にアルミインゴット20kgを添加し、出鋼温度が1630~1670℃で、出鋼Cの含有量が≦0.01%であり、前記LF炉精錬工程の時、溶鋼がLF炉の取鍋に到達した後、溶鋼1トンあたりに13~15kgの石灰、4.0~6.5kgの蛍石を添加する案でスラグを調整し、白色スラグ保持時間が≧8minで、ソフト撹拌時間が8~15minで、出鋼温度が1600~1620℃であり、角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が1.2~1.6m/minであり、
溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程を順に用いて溶鋼を製錬する場合、前記転炉製錬工程の時、出鋼中に溶鋼に微量炭素フェロクロム合金を添加して溶鋼の初期合金化を行い、出鋼温度が1700~1750℃であり、前記LF炉精錬工程の時、工程全体にわたって、LF炉の取鍋内に80~160L/minのアルゴン流量で底吹きし、出鋼温度が1560~1600℃であり、前記RH炉精錬工程の時、RH炉を3min真空化した後、RH炉内への酸素吹き込みを開始し、酸素吹き込み総量が500~700Nm3であり、続いて溶鋼に微量炭素フェロクロム合金を添加して溶鋼の
合金化を行い、真空度が2mbarよりも小さくなると5min以上清水循環処理し、出鋼温度が1560~1600℃で、出鋼Cの含有量が≦0.015%であり、角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が2.2~2.6m/minである。
Preferably, in step 1, when molten steel is smelted by sequentially using a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, and an LF furnace refining process, the tapping temperature in the converter smelting process is 1600 to 1660°C, and in the AOD furnace refining process, a high carbon ferrochromium alloy and a molybdenum iron alloy are added to the molten steel to perform initial alloying of the molten steel, and after reduction and slag removal, a manganese alloy is added, the tapping ladle is purged with argon for 5 minutes or more before tapping, 20 kg of an aluminum ingot is added to the molten steel during tapping, the tapping temperature is 1630 to 1670°C, and the tapping temperature is 1630 to 1670°C. the content of is ≦0.01%, in the LF furnace refining process, after the molten steel reaches the ladle of the LF furnace, the slag is adjusted by adding 13-15 kg of lime and 4.0-6.5 kg of fluorite per ton of molten steel, the white slag holding time is ≧8 min, the soft stirring time is 8-15 min, the tapping temperature is 1600-1620°C, in the square billet continuous casting process, carbon-free mold flux or ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560°C, and the casting speed during continuous casting is 1.2-1.6 m/min,
In the case where molten steel is smelted by sequentially using a hot metal preliminary desulfurization process, a converter smelting process, an LF furnace refining process, and an RH furnace refining process, in the converter smelting process, a trace carbon ferrochrome alloy is added to the molten steel during tapping to perform initial alloying of the molten steel, and the tapping temperature is 1700 to 1750°C; in the LF furnace refining process, argon is bottom-blown into the ladle of the LF furnace at a flow rate of 80 to 160 L/min throughout the entire process, and the tapping temperature is 1560 to 1600°C; and in the RH furnace refining process, the RH furnace is evacuated for 3 min, and then oxygen blowing into the RH furnace is started, and the total amount of oxygen blown is 500 to 700 Nm 3 , then adding a trace carbon ferrochrome alloy to the molten steel to alloy the molten steel, and performing fresh water circulation treatment for 5 minutes or more when the vacuum degree is less than 2 mbar, the tapping temperature is 1560-1600°C, and the tapping C content is ≦0.015%, and during the square billet continuous casting process, carbon-free mold flux or ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560°C, and the casting speed during continuous casting is 2.2-2.6 m/min.
好ましくは、前記生産方法は、
(3)ステップ2(制御圧延・制御冷却ステップを意味する。以下同様)で得られた鉄筋を順に酸洗槽、不動態化槽及び乾燥装置に通過させて、インライン酸洗を行い、前記酸洗槽のガス吹出口が前記酸洗槽の中心線周りに分布し、鉄筋が前記乾燥装置を出た後に梱包されるインライン酸洗ステップをさらに含む。
Preferably, the method of production comprises:
(3) The method further includes an in-line pickling step in which the reinforcing bars obtained in step 2 (which means a controlled rolling and controlled cooling step; the same applies below) are sequentially passed through a pickling tank, a passivation tank and a drying device to perform in-line pickling, the gas outlets of the pickling tank are distributed around the center line of the pickling tank, and the reinforcing bars are packaged after leaving the drying device.
さらに、前記生産方法で製造された2本の鉄筋がエレクトロスラグ圧力溶接で溶接試料として接合される場合、得られた溶接試料の引張試験における破断点が2本の前記鉄筋の母材に形成される。 Furthermore, when two reinforcing bars manufactured by the above production method are joined as a welded sample by electroslag pressure welding, a breaking point in a tensile test of the obtained welded sample is formed in the base material of the two reinforcing bars.
さらに、前記生産方法で製造された鉄筋のミクロ組織はフェライトとベイナイトであり、フェライトが占める割合は28%~40%である。 Furthermore, the microstructure of the rebar produced using the above production method is ferrite and bainite, with the proportion of ferrite being 28% to 40%.
さらに、前記生産方法で製造された鉄筋のGB/T10561標準におけるA系、B系、C系、D系介在物がいずれも≦1.0級である。 Furthermore, the rebars manufactured using the above production method have A, B, C, and D inclusions of grade ≦1.0 according to the GB/T10561 standard.
さらに、前記生産方法で製造された鉄筋の降伏強度が≧420MPaで、引張強度が≧540MPaで、破断伸び率が≧18%で、最大力における全伸び率が≧7.5%である。 Furthermore, the rebar produced by the above production method has a yield strength of ≥ 420 MPa, a tensile strength of ≥ 540 MPa, an elongation at break of ≥ 18%, and a total elongation at maximum force of ≥ 7.5%.
さらに、前記生産方法で製造された鉄筋は、周囲浸漬腐食試験において、前記鉄筋の平均重量損失による腐食速度が0.05~0.1g/(m2・h)であり、塩水噴霧腐食試
験において、前記鉄筋の平均重量損失による腐食速度が0.01~0.04g/(m2・
h)であり、
塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水において、前記鉄筋の自己腐食電位が-0.1~-0.15Vで、分極抵抗が2500~3000kΩ/cm2で、
自己腐食電流密度が≦0.13μA/cm2である。
Furthermore, the reinforcing bar manufactured by the above-mentioned production method has a corrosion rate of 0.05 to 0.1 g/( m2 ·h) based on the average weight loss of the reinforcing bar in an ambient immersion corrosion test, and a corrosion rate of 0.01 to 0.04 g/(m2· h ) based on the average weight loss of the reinforcing bar in a salt spray corrosion test.
h)
In a simulated concrete pore water having a chloride ion concentration of ≧3 mol/L, the self-corrosion potential of the reinforcing bar is −0.1 to −0.15 V and the polarization resistance is 2500 to 3000 kΩ/cm 2 ;
The self-corrosion current density is ≦0.13 μA/cm 2 .
従来技術と比較して、本発明の有益な効果は以下を含む。 Compared to the prior art, the beneficial effects of the present invention include:
(1)超低炭素の設計前提で、Cr、Mo、Mn、Ni、Cuのそれぞれの含有量及び関連関係を合理的に設計するとともに、C、N、Si、Mn、Nbのそれぞれの含有量及び関連関係を合理的に設計することによって、鉄筋はフェライトとベイナイトの二相ミクロ組織を合理的な割合で含有し、鉄筋全体の総合性能は優れている。具体的には、鉄筋の力学性能について、降伏強度が≧420MPaで、引張強度が≧540MPaで、破断伸び率が≧18%で、最大力における全伸び率が≧7.5%である。耐食性について、周囲浸漬腐食試験及び塩水噴霧腐食試験では、耐食性は通常のHRB400に対して45倍以上向上し、電気化学的腐食試験では、自己腐食電位は通常のHRB400よりも貴化幅が0.4Vを超え、分極抵抗は通常のHRB400よりもはるかに高く、自己腐食電流密度は通常のHRB400の1/65又はそれ以下に相当する。溶接性能について、溶接がしやすく、溶接点構造が強固で破断しにくく、溶接試料の引張試験における破断点が鉄筋母材に形成される。 (1) Based on the design premise of ultra-low carbon, the contents and relative relationships of Cr, Mo, Mn, Ni, and Cu are rationally designed, and the contents and relative relationships of C, N, Si, Mn, and Nb are rationally designed, so that the rebar contains a dual-phase microstructure of ferrite and bainite in a reasonable ratio, and the overall performance of the rebar is excellent. Specifically, the mechanical performance of the rebar is as follows: yield strength ≧420 MPa, tensile strength ≧540 MPa, elongation at break ≧18%, and total elongation at maximum force ≧7.5%. Regarding corrosion resistance, in ambient immersion corrosion tests and salt spray corrosion tests, the corrosion resistance is 45 times higher than that of normal HRB400, and in electrochemical corrosion tests, the self-corrosion potential exceeds 0.4 V in noble width compared to normal HRB400, the polarization resistance is much higher than that of normal HRB400, and the self-corrosion current density is 1/65 or less than that of normal HRB400. Regarding welding performance, it is easy to weld, the weld point structure is strong and difficult to break, and the break point in the tensile test of the welded sample is formed in the rebar base material.
(2)上記の化学成分設計案によれば、優れた耐食性、総合的力学性能及び溶接性能を実現できるとともに、合金元素のコストが低く、省エネルギーで消費が削減され、また、複数のプロセス経路で製造することができ、生産プロセスのコストを削減し、実際の生産と加工に適し、より高い社会的意義と経済的効果を有する。 (2) According to the above chemical composition design plan, it is possible to achieve excellent corrosion resistance, comprehensive mechanical performance and welding performance, while at the same time, the cost of alloying elements is low, energy saving and consumption is reduced, and it can be manufactured through multiple process routes, reducing the cost of the production process, and is suitable for actual production and processing, with greater social significance and economic benefits.
(3)また、上記の化学成分設計案を前提に、制御圧延・制御冷却におけるプロセス制御を組み合わせることで、鉄筋の組織、力学性能、耐食性及び溶接性能をさらに最適化して、鉄筋の総合性能をさらに改善することができるとともに、熱間連続圧延過程におけるプロセス操作が簡単で制御しやすく、実際の生産における作業状況の円滑な進行を保証することができる。 (3) Furthermore, based on the above chemical composition design proposal, by combining process control in controlled rolling and controlled cooling, the structure, mechanical properties, corrosion resistance, and welding performance of the rebar can be further optimized to further improve the overall performance of the rebar; the process operations in the hot continuous rolling process are simple and easy to control, and the smooth progress of the work situation in actual production can be ensured.
以下、本発明の技術的解決手段を具体的な実施形態によりさらに説明するが、保護を請求する範囲は明細書の記載によって限定されるものではない。
<第1実施形態>
The technical solutions of the present invention are further illustrated below by specific embodiments, but the scope of the claimed invention is not limited by the description in the specification.
First Embodiment
本実施形態は、耐食鉄筋、特に熱間圧延異形鉄筋を提供し、その化学成分は質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.50%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%を含み、残部がFe及び不可避的不純物である。 This embodiment provides a corrosion-resistant rebar, particularly a hot-rolled deformed rebar, whose chemical composition, in mass percent, is as follows: Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.50%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and the balance is Fe and unavoidable impurities.
また、前記鉄筋の化学成分中のCr、Mo、Mn、Ni及びCuの質量パーセントはさらに、11.1%≦Cr+Mo+0.5Mn+0.35Ni+0.25Cu≦12.2%を満たし、C、N、Si、Mn及びNbの質量パーセントはさらに、0.4%≦C+N+0.3Si+Mn+1.8Nb≦0.8%を満たす。 The mass percentages of Cr, Mo, Mn, Ni and Cu in the chemical composition of the reinforcing bar further satisfy 11.1%≦Cr+Mo+0.5Mn+0.35Ni+0.25Cu≦12.2%, and the mass percentages of C, N, Si, Mn and Nb further satisfy 0.4%≦C+N+0.3Si+Mn+1.8Nb≦0.8%.
ここで、前記鉄筋中の各化学成分の役割を以下に説明する。 Here, the role of each chemical component in the reinforcing bar is explained below.
Crは、重要な耐食元素であり、鉄筋の表面に酸化物不動態皮膜を形成して、鉄筋の酸化を効果的に阻止し、鉄筋躯体の耐食能力を高めることができる。特にMo、Ni等の元素と共存する場合、鉄筋はより優れた耐食性を得ることができ、孔食の発生を避けること
ができる。また、Cr元素は鉄筋の焼入れ性を高めることもできる。本発明の化学成分設計では、Crの含有量は9.5~10.4%に制御される。
Cr is an important corrosion-resistant element, which can form an oxide passivation film on the surface of the reinforcing bar to effectively prevent the oxidation of the reinforcing bar and improve the corrosion resistance of the reinforcing bar skeleton. Especially when coexisting with elements such as Mo and Ni, the reinforcing bar can obtain better corrosion resistance and avoid the occurrence of pitting corrosion. In addition, the Cr element can also improve the hardenability of the reinforcing bar. In the chemical composition design of the present invention, the Cr content is controlled to 9.5-10.4%.
Moは、重要な耐食元素であり、還元性酸の環境でも、強酸化性の塩溶液の環境でも、Mo元素の添加によって鉄筋の表面を不動態化させることができるとともに、塩化物溶液中での鉄筋の孔食を防止することもでき、鉄筋の様々な環境での耐食性を全体的に高める。また、Mo元素のパーライト変態抑制の効果は非常に顕著であり、同時に炭化物形成元素であるCrと組み合わせると、ベイナイトの生成を促進することができる。また、Mo元素は結晶粒の微細化を促進し、鉄筋の焼入れ性と耐熱性を高めることができるが、Moの含有量が高すぎると、鉄筋の耐酸化性が悪化する。本発明の化学成分設計では、Moの含有量は1.0~1.2%に制御される。 Mo is an important corrosion-resistant element. Whether in a reducing acid environment or a strongly oxidizing salt solution environment, the addition of Mo can passivate the surface of the rebar, and can also prevent pitting corrosion of the rebar in a chloride solution, thus improving the overall corrosion resistance of the rebar in various environments. In addition, the effect of Mo in suppressing pearlite transformation is very significant, and at the same time, when combined with Cr, a carbide-forming element, it can promote the formation of bainite. In addition, Mo can promote the refinement of crystal grains and improve the hardenability and heat resistance of the rebar, but if the Mo content is too high, the oxidation resistance of the rebar will deteriorate. In the chemical composition design of the present invention, the Mo content is controlled to 1.0-1.2%.
Mnは、固溶強化元素であり、荒引線の強度を高めることができるとともに、有害元素Sと組み合わせて鉄筋の熱間脆性を下げることもできる。また、Mnは、脱酸素剤、脱硫剤、オーステナイト形成元素としても重要である。しかしながら、Mnの含有量が高すぎると、鉄筋の塑性、衝撃靱性、溶接性能等がいずれも低下する。本発明の化学成分設計では、Mnの含有量は0.3~0.6%に制御される。 Mn is a solid solution strengthening element that can increase the strength of the rough wire and, in combination with the harmful element S, can reduce the hot brittleness of the rebar. Mn is also important as a deoxidizer, desulfurizer, and austenite former. However, if the Mn content is too high, the plasticity, impact toughness, and welding performance of the rebar will all decrease. In the chemical composition design of the present invention, the Mn content is controlled to 0.3 to 0.6%.
Niは、重要な耐食元素であり、Niによって鉄筋は酸性やアルカリ性環境に対して高い耐食能力を有するとともに、高温下での高い防錆能力、耐熱能力を有するようになる。また、Ni元素は、オーステナイト形成元素であり、鋼材に均一なオーステナイト組織を持たせて耐食性を改善することができる。本発明の化学成分設計では、Niの含有量は0.01~1.00%に制御される。 Ni is an important corrosion-resistant element, which gives reinforcing bars high corrosion resistance in acidic and alkaline environments, as well as high rust prevention and heat resistance at high temperatures. Ni is also an austenite-forming element, and can improve corrosion resistance by giving the steel material a uniform austenitic structure. In the chemical composition design of the present invention, the Ni content is controlled to 0.01-1.00%.
Cuは、重要な耐食元素であり、鉄筋耐食性の向上に寄与するが、Cuの含有量が高すぎると、鋼材の塑性が低下し、熱間圧延割れを招くことがある。本発明の化学成分設計では、Cuの含有量は0.01~0.50%に制御される。 Cu is an important corrosion-resistant element that contributes to improving the corrosion resistance of rebars, but if the Cu content is too high, the plasticity of the steel material decreases and hot rolling cracks may occur. In the chemical composition design of the present invention, the Cu content is controlled to 0.01 to 0.50%.
Cは、オーステナイト形成元素であり、炭素の含有量をフェライトの溶解限界以下に維持するように制御することで、鋼組織構造と成分分布の均一性を高め、鉄筋内部各領域間の電位差を減らし、腐食速度を下げることができる。本発明の化学成分設計では、Cの含有量は0.014%以下に制御される。 C is an austenite-forming element, and by controlling the carbon content to be below the solubility limit of ferrite, it is possible to improve the uniformity of the steel microstructure and component distribution, reduce the potential difference between each region inside the rebar, and lower the corrosion rate. In the chemical composition design of the present invention, the C content is controlled to 0.014% or less.
Nは、オーステナイト形成元素であり、Nの含有量が高いと、鉄筋の塑性が低下し、鉄筋組織中のフェライトとベイナイトの割合制御にも不利である。本発明の化学成分設計では、Nの含有量は0.004%以下に制御される。 N is an austenite-forming element, and a high N content reduces the plasticity of the reinforcing bar and is also disadvantageous in controlling the ratio of ferrite and bainite in the reinforcing bar structure. In the chemical component design of the present invention, the N content is controlled to 0.004% or less.
Nbは、マイクロ合金を強化する元素であり、圧延の過程(例えば後述する熱間連続圧延工程)で析出強化と結晶粒微細化強化の役割を果たすことができるが、Nbの含有量が高すぎると、鉄筋の塑性が低下し、コストが増加する。本発明の化学成分設計では、Nbの含有量は0.01~0.05%に制御される。 Nb is an element that strengthens micro-alloys and can play a role in precipitation strengthening and grain refinement strengthening during the rolling process (for example, the hot continuous rolling process described below). However, if the Nb content is too high, the plasticity of the rebar decreases and the cost increases. In the chemical composition design of the present invention, the Nb content is controlled to 0.01-0.05%.
Siは固溶強化元素であり、Siは、フェライトに固溶し、オーステナイト中でのC元素の拡散を抑制し、フェライト及びパーライト変態を遅延させ、鉄筋の降伏強度と引張強度を高めることができるが、Siの含有量が高すぎると、鋼材の塑性が低下し、鉄筋の溶接性能が劣化する。本発明の化学成分設計では、Siの含有量は0.2~0.6%に制御される。 Si is a solid solution strengthening element. It dissolves in ferrite, inhibits the diffusion of C in austenite, delays the ferrite and pearlite transformation, and can increase the yield strength and tensile strength of rebars. However, if the Si content is too high, the plasticity of the steel material decreases and the welding performance of the rebar deteriorates. In the chemical composition design of the present invention, the Si content is controlled to 0.2-0.6%.
Pは、鉄筋の強度と耐食性を高めることができるが、鋼中に偏析しやすく、また、Pの含有量が高すぎると、低温時の力学性能が低くなる。本発明の化学成分設計では、Pの含
有量は0.01~0.03%に制御される。
P can increase the strength and corrosion resistance of reinforcing bars, but it is prone to segregation in steel, and if the P content is too high, the mechanical performance at low temperatures decreases. In the chemical composition design of the present invention, the P content is controlled to 0.01 to 0.03%.
Cr+Mo+0.5Mn+0.35Ni+0.25Cuは、鉄筋の耐食性、塑性、及びコストの総合的な制御に非常に重要である。一方では、鉄筋表面の酸化膜に十分な緻密性を持たせ、鉄筋躯体の耐食・修復能力を高め、鉄筋酸化膜及び鉄筋躯体の耐食性を保証する。他方では、鉄筋組織中のフェライトの割合が低いことを回避し、鉄筋のミクロ組織及びその割合の制御に有利であり、これにより、鉄筋の塑性を高め、破断伸び率及び最大力における全伸び率を増加させる。さらに別の面において、貴重な合金元素の添加を低減し、コストを削減し、工事の一般化、設計及び使用を促進する。本発明の化学成分設計では、Cr+Mo+0.5Mn+0.35Ni+0.25Cuは11.1~12.2%を満たす。 Cr+Mo+0.5Mn+0.35Ni+0.25Cu is very important for the comprehensive control of the corrosion resistance, plasticity and cost of rebar. On the one hand, it makes the oxide film on the surface of the rebar have sufficient density, improves the corrosion resistance and repair ability of the rebar body, and ensures the corrosion resistance of the rebar oxide film and the rebar body. On the other hand, it avoids the low proportion of ferrite in the rebar structure, and is favorable for the control of the microstructure and its proportion of the rebar, thereby improving the plasticity of the rebar and increasing the breaking elongation rate and the total elongation rate at maximum force. In yet another aspect, it reduces the addition of valuable alloy elements, reduces costs, and promotes the generalization, design and use of construction. In the chemical component design of the present invention, Cr+Mo+0.5Mn+0.35Ni+0.25Cu meets 11.1-12.2%.
C+N+0.3Si+Mn+1.8Nbは、鉄筋の強度、塑性等の力学性能の総合的な制御に非常に重要である。一方では、合金元素が固溶強化、析出強化、組織強化等のそれぞれの効果を十分に発揮できることを保証し、鉄筋の強度を高める。他方では、鉄筋組織中のフェライトの割合が低いことを回避し、鉄筋組織中のベイナイトの割合が高いことを回避し、つまり、鉄筋組織中のフェライトとベイナイトのそれぞれの割合を最適化し、鉄筋の塑性を高め、破断伸び率及び最大力における全伸び率を増加させる。本発明の化学成分設計では、C+N+0.3Si+Mn+1.8Nbは0.4~0.8%を満たす。 C+N+0.3Si+Mn+1.8Nb is very important for the comprehensive control of the mechanical performance of rebar, such as strength and plasticity. On the one hand, it ensures that the alloying elements can fully exert the effects of solid solution strengthening, precipitation strengthening, microstructural strengthening, etc., and enhances the strength of the rebar. On the other hand, it avoids a low proportion of ferrite in the rebar microstructure and a high proportion of bainite in the rebar microstructure, that is, it optimizes the respective proportions of ferrite and bainite in the rebar microstructure, enhances the plasticity of the rebar, and increases the elongation at break and the total elongation at maximum force. In the chemical component design of the present invention, C+N+0.3Si+Mn+1.8Nb meets 0.4-0.8%.
総じて言えば、従来技術に比べて、本発明の化学成分の設計では、(1)超低炭素の設計前提で、Cr、Mo、Mn、Ni、Cuのそれぞれの含有量及び関連関係を合理的に設計するとともに、C、N、Si、Mn、Nbのそれぞれの含有量及び関連関係を合理的に設計することによって、鉄筋のミクロ組織はフェライトとベイナイトであり、そのうち、フェライトが占める割合は28%~40%であり、ベイナイトが占める割合は60%~72%である。また、鉄筋は耐食性、総合的力学性能及び溶接性能に優れ、全体的な総合性能が優れており、海洋工事の使用ニーズに適している。(2)上記の化学成分設計案によれば、優れた耐食性、総合的力学性能及び溶接性能を実現できるとともに、合金元素のコストが低く、省エネルギーで消費が削減され、また、複数のプロセス経路で製造することができ、生産プロセスのコストを削減し、実際の生産と加工に適し、より高い社会的意義と経済的効果を有する。 In general, compared with the prior art, the design of the chemical components of the present invention has the following advantages: (1) Under the premise of ultra-low carbon design, the content and related relationships of Cr, Mo, Mn, Ni, and Cu are reasonably designed, and the content and related relationships of C, N, Si, Mn, and Nb are reasonably designed, so that the microstructure of the rebar is ferrite and bainite, of which the proportion of ferrite is 28%-40% and the proportion of bainite is 60%-72%. In addition, the rebar has excellent corrosion resistance, comprehensive mechanical performance, and welding performance, and has excellent overall comprehensive performance, which is suitable for the use needs of marine engineering. (2) According to the above chemical component design plan, it can achieve excellent corrosion resistance, comprehensive mechanical performance, and welding performance, while the cost of alloy elements is low, energy saving and reduced consumption are achieved, and it can be manufactured through multiple process routes, reducing the cost of the production process, and is suitable for actual production and processing, and has higher social significance and economic effect.
ここで、前記したように、前記鉄筋のミクロ組織はフェライトとベイナイトであり、そのうち、フェライトが占める割合は28%~40%である、ベイナイトが占める割合は60%~72%である。このように、前記鉄筋に対するミクロ組織及びそのフェライトとベイナイトの割合の影響は、具体的には以下の2つの面に反映される。1つは力学性能に対する影響であり、本実施形態におけるフェライトとベイナイトの割合制御によって、破断伸び率及び最大力における全伸び率を含めて、適切な降伏強度と良好な伸び率を保証することができ、良好な総合的力学性能を保証する。もう1つは耐食性に対する影響であり、一定の割合のベイナイト組織を保証することで、鉄筋の耐食性を高めることができる。 As described above, the microstructure of the reinforcing bar is ferrite and bainite, with the proportion of ferrite being 28% to 40% and the proportion of bainite being 60% to 72%. Thus, the influence of the microstructure of the reinforcing bar and the proportion of ferrite and bainite is specifically reflected in the following two aspects. One is the influence on mechanical performance, and by controlling the proportion of ferrite and bainite in this embodiment, appropriate yield strength and good elongation, including the elongation at break and the total elongation at maximum force, can be guaranteed, ensuring good overall mechanical performance. The other is the influence on corrosion resistance, and by ensuring a certain proportion of bainite structure, the corrosion resistance of the reinforcing bar can be increased.
具体的には、力学性能の面において、前記鉄筋は400MPa級以上の鉄筋であり、その降伏強度が≧420MPaで、引張強度が≧540MPaで、破断伸び率が≧18%で、最大力における全伸び率が≧7.5%である。 Specifically, in terms of mechanical performance, the rebar is a rebar of 400 MPa class or higher, with a yield strength of ≥ 420 MPa, a tensile strength of ≥ 540 MPa, an elongation at break of ≥ 18%, and a total elongation at maximum force of ≥ 7.5%.
また、前記鉄筋の介在物も非常に良好に制御されている。具体的には、前記鉄筋のGB/T10561標準におけるA系、B系、C系、D系介在物がいずれも≦1.0級であり、このように、鉄筋の低温条件下での靭性を高めることができ、前記鉄筋の力学性能を保証するのに有利である。 The inclusions in the rebar are also very well controlled. Specifically, the A, B, C, and D inclusions in the rebar are all ≦1.0 grade according to the GB/T10561 standard. This increases the toughness of the rebar under low-temperature conditions, which is advantageous in ensuring the mechanical performance of the rebar.
さらに、耐食性の面において、前記鉄筋の周囲浸漬腐食試験及び塩水噴霧腐食試験では、耐食性は通常のHRB400に対して45倍以上向上する。具体的には、周囲浸漬腐食試験において、前記鉄筋の平均重量損失による腐食速度が0.05~0.1g/(m2・
h)であり、塩水噴霧腐食試験において、前記鉄筋の平均重量損失による腐食速度が0.01~0.04g/(m2・h)であり、
塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水において、前記鉄筋の自己腐食電位が-0.1~-0.15Vで、分極抵抗が2500~3000kΩ/cm2で、
自己腐食電流密度が≦0.13μA/cm2である。
Furthermore, in terms of corrosion resistance, in ambient immersion corrosion tests and salt spray corrosion tests of the reinforcing bars, the corrosion resistance is improved by 45 times or more compared to normal HRB400. Specifically, in ambient immersion corrosion tests, the corrosion rate based on the average weight loss of the reinforcing bars is 0.05 to 0.1 g/( m2 .
h), and in a salt spray corrosion test, the corrosion rate of the reinforcing steel due to the average weight loss is 0.01 to 0.04 g/( m2 ·h);
In a simulated concrete pore water having a chloride ion concentration of ≧3 mol/L, the self-corrosion potential of the reinforcing bar is −0.1 to −0.15 V and the polarization resistance is 2500 to 3000 kΩ/cm 2 ;
The self-corrosion current density is ≦0.13 μA/cm 2 .
ここで、用いられた周囲浸漬腐食試験の具体的な方法は次のとおりである。処理された試料を周囲浸漬試験箱に入れ、試験は、YB/T4367鉄筋の塩素イオン環境での腐食試験方法に準拠して行われ、溶液は2.0±0.05(wt%)NaClで、pHは6.5~7.2で、溶液温度は45℃±2℃で、乾燥温度は70℃±10℃であり、連続試験して168hにおける平均重量損失による腐食速度を得る。 The specific method of the ambient immersion corrosion test used here is as follows: The treated sample is placed in an ambient immersion test box, and the test is conducted in accordance with the YB/T4367 corrosion test method for rebar in a chloride ion environment, with the solution being 2.0±0.05 (wt%) NaCl, the pH being 6.5-7.2, the solution temperature being 45°C±2°C, and the drying temperature being 70°C±10°C, and the corrosion rate is obtained by the average weight loss over 168 hours through continuous testing.
用いられた塩水噴霧腐食試験の具体的な方法は次のとおりである。処理された試料を塩水噴霧試験箱に入れ、試験は、GB/T10125人工雰囲気における腐食試験-塩水噴霧腐食試験に準拠して行われ、溶液は2.0±0.05(wt%)NaClで、pHは6.5~7.2で、溶液温度は35℃±2℃であり、連続試験して168hにおける平均重量損失による腐食速度を得る。 The specific method of the salt spray corrosion test used is as follows: The treated sample is placed in a salt spray test box, and the test is performed in accordance with GB/T10125 Corrosion test in artificial atmosphere - Salt spray corrosion test, the solution is 2.0±0.05 (wt%) NaCl, the pH is 6.5-7.2, the solution temperature is 35°C±2°C, and the corrosion rate is obtained by the average weight loss in 168 hours by continuous testing.
電気化学的腐食試験では、塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水の腐食試験条件下で、前記鉄筋の自己腐食電位は-0.1~-0.15Vであり、通常のHRB400よりも貴化幅が0.4Vを超える。前記鉄筋の分極抵抗は2500~3000kΩ/cm2であり、通常のHRB400よりもはるかに高い。前記鉄筋の自己腐食電
流密度は≦0.13μA/cm2であり、通常のHRB400の1/65又はそれ以下に
相当する。
In an electrochemical corrosion test, under the corrosion test conditions of simulated concrete pore water with a chloride ion concentration of ≧3 mol/L, the self-corrosion potential of the rebar is −0.1 to −0.15 V, which is 0.4 V more noble than that of normal HRB400. The polarization resistance of the rebar is 2500 to 3000 kΩ/ cm2 , which is much higher than that of normal HRB400. The self-corrosion current density of the rebar is ≦0.13 μA/ cm2 , which is 1/65 or less of that of normal HRB400.
ここで、用いられた電気化学的腐食試験の具体的な方法は次のとおりである。電気化学試験は、GB/T24196-2009『金属及び合金の腐食/電気化学試験方法/静電位分極及び動電位分極測定の実施の指針』に準拠して行われ、3電極システムを使用し、参照電極は飽和カロメル電極で、補助電極はPtシートであり、試験溶液は塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水である。分極曲線試験の走査範囲は、試料自己腐食電位に対して-300~600mVで、走査速度は1mV/sである。電気化学的インピーダンス試験の走査周波数範囲は10-2~105Hzで、交流励起信号振幅は±
5mVである。
The specific method of the electrochemical corrosion test used here is as follows. The electrochemical test was performed in accordance with GB/T24196-2009 "Corrosion of Metals and Alloys/Electrochemical Test Methods/Guideline for the Implementation of Electrostatic Potential Polarization and Potentiodynamic Polarization Measurements," using a three-electrode system, with a saturated calomel electrode as the reference electrode, a Pt sheet as the auxiliary electrode, and simulated concrete pore water with a chloride ion concentration of ≧3 mol/L as the test solution. The scanning range of the polarization curve test was -300 to 600 mV relative to the sample's self-corrosion potential, and the scanning speed was 1 mV/s. The scanning frequency range of the electrochemical impedance test was 10 -2 to 10 5 Hz, and the AC excitation signal amplitude was ±
It is 5mV.
上記したことから、耐食性について、前記鉄筋は優れた耐食性を有し、模擬海水溶液において腐食性能試験を行ったところ、各指標は全て同じ等級の通常のねじ鋼よりもはるかに優れている。 From the above, it can be seen that the reinforcing bars have excellent corrosion resistance, and when corrosion performance tests were conducted in a simulated seawater solution, all of the indicators were far superior to those of ordinary screw steel of the same grade.
溶接性能について、前記鉄筋は溶接がしやすく、2本の前記鉄筋がエレクトロスラグ圧力溶接で溶接試料として接合される場合、溶接点構造が強固で破断しにくく、溶接試料の引張試験における破断点が、溶接点の位置ではなく、鉄筋母材に形成される。 Regarding weldability, the rebar is easy to weld, and when two of the rebars are joined as a welded sample by electroslag pressure welding, the weld structure is strong and not easily broken, and the break point in a tensile test of the welded sample is formed in the rebar base material, not at the weld point.
好ましくは、本実施形態において、前記鉄筋の公称直径が6~32mmである。 Preferably, in this embodiment, the nominal diameter of the rebar is 6 to 32 mm.
ここで、前記鉄筋の公称直径が6~10mmである場合、前記鉄筋はコイル状の鉄筋とされ、前記鉄筋の公称直径が12~32mmである場合、前記鉄筋は棒状の鉄筋とされる。このように、海洋工事における鉄筋に対する要求を満たすことができ、また、直径を設
計することによって、鉄筋構造の総合的力学性能及び耐食性を高めることもできる。
<第2実施形態>
Here, when the nominal diameter of the reinforcing bar is 6-10mm, the reinforcing bar is a coil reinforcing bar, and when the nominal diameter of the reinforcing bar is 12-32mm, the reinforcing bar is a rod reinforcing bar, thus satisfying the requirements for reinforcing bars in marine construction, and also improving the overall mechanical performance and corrosion resistance of the reinforcing bar structure by designing the diameter.
Second Embodiment
本実施形態は、耐食鉄筋を提供し、具体的には海洋工事に適する熱間圧延異形鉄筋を提供する。前記第1実施形態との相違点は主に、化学成分にV:0.1~0.15%、Ti:0.01~0.05%、Al:0.01~0.03%、B:0.0005~0.0020%のうちのいずれか1つ以上をさらに追加することで、鉄筋の性能をさらに向上させる点にある。 This embodiment provides a corrosion-resistant rebar, specifically a hot-rolled deformed rebar suitable for marine construction. The main difference from the first embodiment is that the performance of the rebar is further improved by adding one or more of V: 0.1-0.15%, Ti: 0.01-0.05%, Al: 0.01-0.03%, and B: 0.0005-0.0020% to the chemical composition.
具体的には、本実施形態において、前記鉄筋の化学成分が質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.50%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%、及びV:0.1~0.15%、Ti:0.01~0.05%、Al:0.01~0.03%、B:0.0005~0.0020%の四者のうちのいずれか1つ以上を含み、残部がFe及び不可避的不純物である。 Specifically, in this embodiment, the chemical composition of the reinforcing bar includes, in mass percent, any one or more of the following four: Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.50%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and V: 0.1-0.15%, Ti: 0.01-0.05%, Al: 0.01-0.03%, B: 0.0005-0.0020%, with the remainder being Fe and unavoidable impurities.
また第1実施形態と同様に、前記鉄筋の化学成分中のCr、Mo、Mn、Ni及びCuの質量パーセントはさらに、11.1%≦Cr+Mo+0.5Mn+0.35Ni+0.25Cu≦12.2%を満たし、C、N、Si、Mn及びNbの質量パーセントはさらに、0.4%≦C+N+0.3Si+Mn+1.8Nb≦0.8%を満たす。 Furthermore, as in the first embodiment, the mass percentages of Cr, Mo, Mn, Ni, and Cu in the chemical composition of the reinforcing bar further satisfy 11.1%≦Cr+Mo+0.5Mn+0.35Ni+0.25Cu≦12.2%, and the mass percentages of C, N, Si, Mn, and Nb further satisfy 0.4%≦C+N+0.3Si+Mn+1.8Nb≦0.8%.
ここで、前記鉄筋中のCr、Mo、Mn、Ni、Cu、C、N、Nb、Si、P等の元素の役割、及びCr+Mo+0.5Mn+0.35Ni+0.25CuとC+N+0.3Si+Mn+1.8Nbの設計効果については、前記第1実施形態と同様であり、詳細な説明を省略する。以下、本実施形態における選択的な元素V、Ti、Al及びBの役割を説明する。 Here, the roles of elements such as Cr, Mo, Mn, Ni, Cu, C, N, Nb, Si, and P in the reinforcing bar, and the design effects of Cr+Mo+0.5Mn+0.35Ni+0.25Cu and C+N+0.3Si+Mn+1.8Nb are the same as in the first embodiment, and detailed explanations will be omitted. Below, the roles of the optional elements V, Ti, Al, and B in this embodiment will be explained.
Vは、マイクロ合金を強化する元素であり、圧延の過程(例えば後述する熱間連続圧延工程)でV(C,N)化合物を析出させることができ、一定の析出強化作用を有するとともに、オーステナイトとフェライト結晶粒の成長を阻止し、結晶粒微細化強化作用を有するが、Vの含有量が高すぎると、鉄筋の塑性が低下し、コストが増加する。本発明の化学成分設計では、Vの含有量は0.1~0.15%に制御される。 V is an element that strengthens micro-alloys, and can precipitate V(C,N) compounds during the rolling process (for example, the hot continuous rolling process described below). It has a certain precipitation strengthening effect, as well as inhibiting the growth of austenite and ferrite crystal grains and strengthening the crystal grains by refining them. However, if the V content is too high, the plasticity of the reinforcing bar decreases and the cost increases. In the chemical composition design of the present invention, the V content is controlled to 0.1-0.15%.
Tiは、C元素との親和力がCrよりも大きいので、炭化クロムが析出して粒界のクロム欠乏が発生することを回避して、粒間腐食を効果的に防止することができる。また、Tiを適量添加すると、鋼板中に拡散分布する微細なTiOx及びTiNを形成することができる。しかしながら、Tiの含有量が高すぎると、溶鋼の粘度が増加し、溶鋼の製錬に不利になるとともに、形成されたTiOxのサイズが粗大になり、鋼板の靭性が悪化する。本発明の化学成分設計では、Tiの含有量は0.01~0.05%に制御される。 Ti has a greater affinity with C element than Cr, and therefore can effectively prevent intergranular corrosion by avoiding the precipitation of chromium carbide and the occurrence of chromium deficiency at grain boundaries. In addition, adding an appropriate amount of Ti can form fine TiOx and TiN that are diffused and distributed in the steel sheet. However, if the Ti content is too high, the viscosity of the molten steel increases, which is disadvantageous for smelting the molten steel, and the size of the TiOx formed becomes coarse, deteriorating the toughness of the steel sheet. In the chemical composition design of the present invention, the Ti content is controlled to 0.01-0.05%.
Alは、一般的に使用される脱酸素剤であり、鉄筋躯体の電極電位を高めて、耐食性を高めることができるとともに、オーステナイト結晶粒の成長を阻止して、鉄筋の強度を高めることができるが、Alの含有量が多すぎると、鋼中の酸化物が増加して、鉄筋の溶接性が損なわれる恐れがある。本発明の化学成分設計では、Alの含有量は0.01~0.03%に制御される。 Al is a commonly used deoxidizer that can increase the electrode potential of the rebar body, improving corrosion resistance, and inhibiting the growth of austenite grains to increase the strength of the rebar. However, if the Al content is too high, the amount of oxides in the steel will increase, which may impair the weldability of the rebar. In the chemical composition design of the present invention, the Al content is controlled to 0.01-0.03%.
Bは、強化元素であり、鉄筋強度の向上に顕著な役割があるが、Bの含有量が高すぎると、粒間耐食性の向上に不利になる。本発明の化学成分設計では、Bの含有量は0.0005~0.0020%に制御される。 B is a strengthening element that plays a significant role in improving rebar strength, but if the B content is too high, it is detrimental to improving intergranular corrosion resistance. In the chemical composition design of the present invention, the B content is controlled to 0.0005-0.0020%.
本実施形態において、V、Ti、Al及びBのいずれか1つ又はそれ以上を選択的に添加することによって、前記鉄筋の性能は、第1実施形態の上でさらに改善することができ、該鉄筋は、より優れた耐食性、力学強度、塑性、及び溶接性能を有し、工事施工が容易になるとともに、海洋工事に使用した場合にはより長い理論耐用年数を持つことができる。
<第3実施形態>
In this embodiment, by selectively adding any one or more of V, Ti, Al and B, the performance of the reinforcing bar can be further improved over that of the first embodiment, and the reinforcing bar has better corrosion resistance, mechanical strength, plasticity and welding performance, making construction easier and having a longer theoretical service life when used in marine construction.
Third Embodiment
本実施形態は耐食鉄筋の生産方法を提供し、該生産方法は、前記第1実施形態の耐食鉄筋の生産・製造と前記第2実施形態の耐食鉄筋の生産・製造の両方にも使用することができる。 This embodiment provides a method for producing corrosion-resistant rebar, which can be used for both the production and manufacturing of the corrosion-resistant rebar of the first embodiment and the production and manufacturing of the corrosion-resistant rebar of the second embodiment.
本実施形態において、前記生産方法のプロセス経路は、順に行われる溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、温度制御冷却工程、及び梱包工程を含む。以下、前記生産方法をステップの順に詳しく説明する。 In this embodiment, the process path of the production method includes a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, an LF furnace refining process, a square billet continuous casting process, a hot continuous rolling process, a temperature controlled cooling process, and a packaging process, which are performed in this order. The production method will be described in detail below in the order of the steps.
(1)製鋼ステップ
該ステップでは、溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程を順に用いて溶鋼を製錬し、得られた溶鋼は、前記角ビレット連続鋳造工程で鋼ビレットに連続鋳造される。
(1) Steelmaking Step In this step, molten steel is smelted using a hot metal pre-desulfurization step, a converter smelting step, an AOD furnace refining step, and an LF furnace refining step in this order, and the obtained molten steel is continuously cast into a steel billet in the square billet continuous casting step.
前記生産方法を前記第1実施形態の耐食鉄筋の製造に使用する場合、該ステップで得られた鋼ビレットの化学成分は第1実施形態の鉄筋の化学成分と一致することが理解可能であり、つまり、得られた鋼ビレットの化学成分は質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.50%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%を含み、且つCr+Mo+0.5Mn+0.35Ni+0.25Cuが11.1~12.2%で、C+N+0.3Si+Mn+1.8Nbが0.4~0.8%であり、残部がFe及び不可避的不純物である。同様に、前記生産方法を前記第2実施形態の耐食鉄筋の製造に使用する場合、該ステップで得られた鋼ビレットの化学成分は第2実施形態の鉄筋の化学成分と一致し、つまり、得られた鋼ビレットの化学成分は質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.50%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%であって、V:0.1~0.15%、Ti:0.01~0.05%、Al:0.01~0.03%、B:0.0005~0.0020%の四者のうちのいずれか1つ以上を含み、且つCr+Mo+0.5Mn+0.35Ni+0.25Cuが11.1~12.2%で、C+N+0.3Si+Mn+1.8Nbが0.4~0.8%であり、残部がFe及び不可避的不純物である。 When the production method is used to manufacture the corrosion-resistant rebar of the first embodiment, it can be understood that the chemical composition of the steel billet obtained in this step is consistent with the chemical composition of the rebar of the first embodiment, that is, the chemical composition of the obtained steel billet is, in mass percent, Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.50%, The alloy contains C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and contains 11.1-12.2% of Cr+Mo+0.5Mn+0.35Ni+0.25Cu, 0.4-0.8% of C+N+0.3Si+Mn+1.8Nb, and the balance being Fe and unavoidable impurities. Similarly, when the production method is used to manufacture the corrosion-resistant rebar of the second embodiment, the chemical composition of the steel billet obtained in this step is consistent with that of the rebar of the second embodiment, that is, the chemical composition of the steel billet obtained is, in mass percent, Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.50%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%. %, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and contains one or more of the following four elements: V: 0.1-0.15%, Ti: 0.01-0.05%, Al: 0.01-0.03%, B: 0.0005-0.0020%, and Cr+Mo+0.5Mn+0.35Ni+0.25Cu is 11.1-12.2%, C+N+0.3Si+Mn+1.8Nb is 0.4-0.8%, and the balance is Fe and unavoidable impurities.
さらに、前記転炉製錬工程の出鋼温度が1600~1660℃であることで、脱C及び脱Pの効果が保証され、後続の合金化に有利である。 Furthermore, the tapping temperature of the converter smelting process is 1600-1660°C, which ensures the effectiveness of decarbonization and dephosphorization, and is advantageous for the subsequent alloying.
前記AOD炉精錬工程の時、総合的に考慮した上で、溶鋼にコストの低い高炭素フェロクロム合金、モリブデン鉄合金を添加して溶鋼の初期合金化を行い、還元後に除滓し、P等の不純物元素の含有量を低下させ、その後、マンガン合金を添加し、脱酸素と同時に初期合金化を完了し、出鋼前に出鋼用の取鍋をアルゴンで5min以上パージし、溶鋼の2
次酸化を減少させ、出鋼中に溶鋼にアルミインゴット20kgを添加し、出鋼温度が1630~1670℃で、出鋼Cの含有量が≦0.01%であり、これにより溶鋼の脱炭素効果及び生産タクトを保証する。
In the AOD furnace refining process, after comprehensive consideration, low-cost high-carbon ferrochrome alloy and molybdenum iron alloy are added to the molten steel to perform initial alloying of the molten steel, and after reduction, the slag is removed to reduce the content of impurity elements such as P. Thereafter, manganese alloy is added to complete the initial alloying at the same time as deoxidization. Before tapping, the ladle for tapping is purged with argon for 5 minutes or more, and the molten steel is cooled to 200°C.
To reduce secondary oxidation, 20 kg of aluminum ingot is added to the molten steel during tapping, the tapping temperature is 1630-1670°C, and the tapping C content is ≦0.01%, so as to ensure the decarbonization effect of the molten steel and the production tact time.
前記LF炉精錬工程の時、溶鋼がLF炉の取鍋に到達した後、溶鋼1トンあたりに13~15kgの石灰、4.0~6.5kgの蛍石を添加する案でスラグを調整し、白色スラグ保持時間が≧8minで、ソフト撹拌時間が8~15minで、出鋼温度が1600~1620℃であり、溶鋼の脱酸素と脱硫を段階的に完了する。 During the LF furnace refining process, after the molten steel reaches the ladle of the LF furnace, the slag is adjusted by adding 13-15 kg of lime and 4.0-6.5 kg of fluorite per ton of molten steel, the white slag holding time is ≥ 8 min, the soft stirring time is 8-15 min, and the tapping temperature is 1600-1620°C, and the deoxidation and desulfurization of the molten steel is completed in stages.
前記角ビレット連続鋳造工程の時、前記LF炉精錬工程で出鋼した溶鋼をビレットに連続鋳造し、ここで無炭素モールドフラックス又は超低炭素モールドフラックスを採用して、溶鋼の炭素増加を防止し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が1.2~1.6m/minであり、連続鋳造を保証する。 During the square billet continuous casting process, the molten steel tapped from the LF furnace refining process is continuously cast into a billet, where carbon-free mold flux or ultra-low carbon mold flux is used to prevent carbon buildup in the molten steel, and the temperature of continuous casting is 1520-1560°C, and the casting speed during continuous casting is 1.2-1.6 m/min to ensure continuous casting.
(2)制御圧延・制御冷却
該ステップでは、ステップ1で得られた鋼ビレットを熱間連続圧延工程によって公称直径6~32mmの鉄筋に圧延し、その後、温度制御冷却工程を行う。鉄筋の公称直径によって、該ステップの具体的なプロセス案は異なる。
(2) Controlled rolling and controlled cooling In this step, the steel billet obtained in step 1 is rolled into a rebar with a nominal diameter of 6 to 32 mm by a hot continuous rolling process, and then a temperature controlled cooling process is carried out. The specific process plan of this step varies depending on the nominal diameter of the rebar.
具体的には、公称直径12~32mmの鉄筋の場合、該ステップでは、前記熱間連続圧延工程の時、ステップ1で得られた鋼ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、合金元素をその強化効果の発揮に有利であるように十分に再固溶させる。続いて、直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃であり、オーステナイト結晶粒を一定のサイズに維持させる。その後、前記温度制御冷却工程の時、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃であり、後続のフェライトとパーライトのサイズ及び割合制御を保証する。 Specifically, in the case of a rebar with a nominal diameter of 12 to 32 mm, in this step, during the hot continuous rolling process, the steel billet obtained in step 1 is heated in a heating furnace, the heating temperature is 1100 to 1200°C, and the furnace time is 60 to 120 min, so that the alloying elements are sufficiently redissolved to be advantageous for the exertion of their strengthening effect. Then, it is rolled into a rod-shaped threaded rebar with a diameter of 12 to 32 mm, the rolling start temperature is 1000 to 1100°C, and the finish rolling temperature is 850 to 950°C, so that the austenite grains are maintained at a constant size. Then, during the temperature controlled cooling process, the rolled rod-shaped threaded rebar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860 to 920°C, ensuring the size and ratio control of the subsequent ferrite and pearlite.
公称直径6~10mmの鉄筋の場合、該ステップでは、前記熱間連続圧延工程の時、ステップ1で得られた鋼ビレットを加熱炉内で加熱し、加熱温度が、合金元素の十分な再固溶に有利であるように1080~1130℃であり、在炉時間が60~120minである。続いて、直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃であり、オーステナイト結晶粒を一定のサイズに維持させる。その後、前記温度制御冷却工程の時、圧延してなるコイル状のねじ節鉄筋を遅延型のステルモア方式で冷却し、ローラコンベア下方の送風機が全てオフされ、フェライト及びパーライト変態はローラコンベア上で完了する。 In the case of rebars with a nominal diameter of 6 to 10 mm, in this step, during the hot continuous rolling process, the steel billet obtained in step 1 is heated in a heating furnace, the heating temperature is 1080 to 1130°C to favor sufficient re-dissolution of alloy elements, and the furnace time is 60 to 120 min. Then, it is rolled into a coil-shaped threaded rebar with a diameter of 6 to 10 mm, and the rolling start temperature is 980 to 1030°C, the finish rolling temperature is 850 to 950°C, and the laying temperature is 830 to 920°C to maintain the austenite grains at a constant size. Then, during the temperature-controlled cooling process, the rolled coil-shaped threaded rebar is cooled by a delayed Stelmor method, all the fans below the roller conveyor are turned off, and the ferrite and pearlite transformations are completed on the roller conveyor.
(3)梱包
ステップ2で冷却された鉄筋を、輸送と工事への投入・使用のために梱包する。
(3) Packaging The rebar cooled in step 2 is packed for transportation and use in construction.
これにより、従来技術に比べて、本実施形態の生産方法の有益な効果は以下のとおりである。 As a result, the advantageous effects of the production method of this embodiment compared to the conventional technology are as follows:
(1)その化学成分の設計は、超低炭素の設計前提で、Cr、Mo、Mn、Ni、Cuのそれぞれの含有量及び関連関係を合理的に設計するとともに、C、N、Si、Mn、Nbのそれぞれの含有量及び関連関係を合理的に設計することによって、製造された鉄筋のミクロ組織はフェライトとベイナイトであり、そのうち、フェライトが占める割合は28%~40%である、ベイナイトが占める割合は60%~72%である。また、鉄筋は耐食
性、総合的力学性能及び溶接性能に優れ、全体的な総合性能が優れており、海洋工事の使用ニーズに適している。
(1) The chemical composition is designed on the premise of ultra-low carbon design, and the contents and relative relationships of Cr, Mo, Mn, Ni, and Cu are reasonably designed, and the contents and relative relationships of C, N, Si, Mn, and Nb are reasonably designed, so that the microstructure of the manufactured rebar is ferrite and bainite, of which the proportion of ferrite is 28%-40%, and the proportion of bainite is 60%-72%. In addition, the rebar has excellent corrosion resistance, comprehensive mechanical performance and welding performance, and has excellent overall performance, which is suitable for the use needs of marine engineering.
(2)上記の化学成分設計案によれば、プロセス経路は合理的であり、特に制御圧延・制御冷却におけるプロセス制御は合理的であり、得られた鉄筋全体の総合性能がさらに最適化され、圧延中に割れ欠陥がなく、また、合金元素のコストが低く、省エネルギーで消費が削減され、生産プロセスのコストが削減され、実際の生産と加工に適し、プロセス操作が簡単で制御しやすく、実際の生産における作業状況の円滑な進行が保証され、より高い社会的意義と経済的効果を有する。
<第4実施形態>
(2) According to the above chemical composition design plan, the process route is reasonable, especially the process control in controlled rolling and controlled cooling is reasonable, the overall performance of the obtained rebar is further optimized, there is no cracking defect during rolling, and the cost of alloying elements is low, energy saving and reducing consumption, the cost of the production process is reduced, it is suitable for actual production and processing, the process operation is simple and easy to control, and the smooth progress of the working situation in actual production is guaranteed, which has higher social significance and economic benefits.
Fourth Embodiment
本実施形態は耐食鉄筋の生産方法を提供し、該生産方法は、前記第1実施形態の耐食鉄筋の生産・製造と前記第2実施形態の耐食鉄筋の生産・製造の両方にも使用することができる。 This embodiment provides a method for producing corrosion-resistant rebar, which can be used for both the production and manufacturing of the corrosion-resistant rebar of the first embodiment and the production and manufacturing of the corrosion-resistant rebar of the second embodiment.
本実施形態において、前記生産方法のプロセス経路は、順に行われる溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、温度制御冷却工程、及び梱包工程を含む。つまり、前記第3実施形態に対する本実施形態の相違点は、溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程、及び角ビレット連続鋳造工程のみ、即ち、製鋼ステップのみにある。以下、本実施形態の前記生産方法を、該製鋼ステップについてのみ詳しく説明する。 In this embodiment, the process path of the production method includes a hot metal pre-desulfurization process, a converter smelting process, a LF furnace refining process, a RH furnace refining process, a square billet continuous casting process, a hot continuous rolling process, a temperature controlled cooling process, and a packaging process, which are performed in this order. In other words, the difference between this embodiment and the third embodiment is only the hot metal pre-desulfurization process, the converter smelting process, the LF furnace refining process, the RH furnace refining process, and the square billet continuous casting process, i.e., only the steelmaking step. Below, the production method of this embodiment will be described in detail with respect to only the steelmaking step.
(1)製鋼ステップ
該ステップでは、溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程を順に用いて溶鋼を製錬し、得られた溶鋼は、前記角ビレット連続鋳造工程で鋼ビレットに連続鋳造される。
(1) Steelmaking Step In this step, molten steel is smelted using a hot metal pre-desulfurization step, a converter smelting step, an LF furnace refining step, and an RH furnace refining step in this order, and the obtained molten steel is continuously cast into a steel billet in the square billet continuous casting step.
前記生産方法を前記第1実施形態の耐食鉄筋の製造に使用する場合、該ステップで得られた鋼ビレットの化学成分は第1実施形態の鉄筋の化学成分と一致することが理解可能であり、つまり、得られた鋼ビレットの化学成分は質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.50%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%を含み、且つCr+Mo+0.5Mn+0.35Ni+0.25Cuが11.1~12.2%で、C+N+0.3Si+Mn+1.8Nbが0.4~0.8%であり、残部がFe及び不可避的不純物である。同様に、前記生産方法を前記第2実施形態の耐食鉄筋の製造に使用する場合、該ステップで得られた鋼ビレットの化学成分は第2実施形態の鉄筋の化学成分と一致し、つまり、得られた鋼ビレットの化学成分は質量パーセントで、Cr:9.5~10.4%、Mo:1.0~1.2%、Mn:0.3~0.6%、Ni:0.01~1.00%、Cu:0.01~0.50%、C≦0.014%、N≦0.004%、Nb:0.01~0.05%、Si:0.2~0.6%、S≦0.004%、O≦0.003%、As≦0.01%、P:0.01~0.03%であって、V:0.1~0.15%、Ti:0.01~0.05%、Al:0.01~0.03%、B:0.0005~0.0020%の四者のうちのいずれか1つ以上を含み、且つCr+Mo+0.5Mn+0.35Ni+0.25Cuが11.1~12.2%で、C+N+0.3Si+Mn+1.8Nbが0.4~0.8%であり、残部がFe及び不可避的不純物である。 When the production method is used to manufacture the corrosion-resistant rebar of the first embodiment, it can be understood that the chemical composition of the steel billet obtained in this step is consistent with the chemical composition of the rebar of the first embodiment, that is, the chemical composition of the obtained steel billet is, in mass percent, Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.50%, The alloy contains C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and contains 11.1-12.2% of Cr+Mo+0.5Mn+0.35Ni+0.25Cu, 0.4-0.8% of C+N+0.3Si+Mn+1.8Nb, and the balance being Fe and unavoidable impurities. Similarly, when the production method is used to manufacture the corrosion-resistant rebar of the second embodiment, the chemical composition of the steel billet obtained in this step is consistent with that of the rebar of the second embodiment, that is, the chemical composition of the steel billet obtained is, in mass percent, Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.50%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%. %, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and contains one or more of the following four elements: V: 0.1-0.15%, Ti: 0.01-0.05%, Al: 0.01-0.03%, B: 0.0005-0.0020%, and Cr+Mo+0.5Mn+0.35Ni+0.25Cu is 11.1-12.2%, C+N+0.3Si+Mn+1.8Nb is 0.4-0.8%, and the balance is Fe and unavoidable impurities.
さらに、前記転炉製錬工程の時、出鋼中に溶鋼に微量炭素フェロクロム合金を添加して溶鋼の初期合金化を行い、できるだけ合金添加の面から溶鋼中のCの含有量を制御し、効
率を高め、出鋼温度が1700~1750℃であり、これにより脱リン効果を保証し、後続の製錬に備える。
Furthermore, in the converter smelting process, a trace amount of carbon ferrochrome alloy is added to the molten steel during tapping to perform initial alloying of the molten steel, and the C content in the molten steel is controlled as much as possible in terms of alloy addition to increase efficiency, and the tapping temperature is 1700-1750°C, thereby ensuring the dephosphorization effect and preparing for the subsequent smelting.
前記LF炉精錬工程の時、工程全体にわたって、LF炉の取鍋内に80~160L/minのアルゴン流量で底吹きし、出鋼温度が1560~1600℃であり、これにより取鍋内の合金の溶解と均一化を保証し、生産タクトの制御に有利である。 During the LF furnace refining process, argon is blown into the LF furnace ladle at a bottom flow rate of 80 to 160 L/min throughout the entire process, and the tapping temperature is 1560 to 1600°C, which ensures that the alloy in the ladle is melted and homogenized, and is advantageous for controlling the production takt time.
前記RH炉精錬工程の時、RH炉を3min真空化した後、RH炉内への酸素吹き込みを開始し、酸素吹き込み総量が500~700Nm3であり、続いて溶鋼に微量炭素フェ
ロクロム合金を添加して溶鋼の合金化を行い、Cr合金化が段階的に完了されるとともに、溶鋼の炭素増加が減少し、真空度が2mbarよりも小さくなると5min以上清水循環処理し、出鋼温度が1560~1600℃で、出鋼Cの含有量が≦0.015%であり、脱炭素効果を保証する。
In the RH furnace refining process, the RH furnace is evacuated for 3 minutes, and then oxygen injection into the RH furnace is started, with a total amount of oxygen injection of 500-700 Nm3 . Then, a trace carbon ferrochrome alloy is added to the molten steel to alloy the molten steel. As the Cr alloying is completed in stages, the carbon increase in the molten steel decreases. When the vacuum level becomes less than 2 mbar, fresh water circulation is performed for 5 minutes or more. The tapping temperature is 1560-1600°C, and the tapping C content is ≦0.015%, ensuring the decarbonization effect.
前記角ビレット連続鋳造工程の時、前記LF炉精錬工程で出鋼した溶鋼をビレットに連続鋳造し、ここで無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、溶鋼の炭素増加を防止し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が2.2~2.6m/minであり、連続鋳造に有利である。 During the square billet continuous casting process, the molten steel tapped from the LF furnace refining process is continuously cast into a billet, and carbon-free mold flux or ultra-low carbon mold flux is used to prevent the increase in carbon in the molten steel. The temperature of the continuous casting is 1520-1560°C, and the casting speed during the continuous casting is 2.2-2.6 m/min, which is advantageous for continuous casting.
前記したように、ステップ2の制御圧延・制御冷却ステップ、ステップ3の梱包工程はいずれも前記第3実施形態と同様であるため、詳細な説明を省略する。 As mentioned above, the controlled rolling and controlled cooling step in step 2 and the packaging process in step 3 are both similar to those in the third embodiment, so detailed explanations will be omitted.
これにより、従来技術に比べて、本実施形態の生産方法の有益な効果は以下のとおりである。 As a result, the advantageous effects of the production method of this embodiment compared to the conventional technology are as follows:
(1)その化学成分の設計は、超低炭素の設計前提で、Cr、Mo、Mn、Ni、Cuのそれぞれの含有量及び関連関係を合理的に設計するとともに、C、N、Si、Mn、Nbのそれぞれの含有量及び関連関係を合理的に設計することによって、製造された鉄筋のミクロ組織はフェライトとベイナイトであり、そのうち、フェライトが占める割合は28%~40%であり、ベイナイトが占める割合は60%~72%である。また、鉄筋は耐食性、総合的力学性能及び溶接性能に優れ、全体的な総合性能が優れており、海洋工事の使用ニーズに適している。 (1) The chemical composition is designed based on the premise of ultra-low carbon design, and the respective contents and related relationships of Cr, Mo, Mn, Ni, and Cu are rationally designed, and the respective contents and related relationships of C, N, Si, Mn, and Nb are rationally designed. As a result, the microstructure of the manufactured rebar is ferrite and bainite, of which the proportion of ferrite is 28%-40% and the proportion of bainite is 60%-72%. In addition, the rebar has excellent corrosion resistance, comprehensive mechanical performance, and welding performance, and has excellent overall performance, which is suitable for the use needs of marine engineering.
(2)上記の化学成分設計案によれば、プロセス経路は合理的であり、特に制御圧延・制御冷却におけるプロセス制御は合理的であり、得られた鉄筋全体の総合性能がさらに最適化され、圧延中に割れ欠陥がなく、また、合金元素のコストが低く、省エネルギーで消費が削減され、生産プロセスのコストが削減され、実際の生産と加工に適し、プロセス操作が簡単で制御しやすく、実際の生産における作業状況の円滑な進行が保証され、より高い社会的意義と経済的効果を有する。
<第5実施形態>
(2) According to the above chemical composition design plan, the process route is reasonable, especially the process control in controlled rolling and controlled cooling is reasonable, the overall performance of the obtained rebar is further optimized, there is no cracking defect during rolling, and the cost of alloying elements is low, energy saving and reducing consumption, the cost of the production process is reduced, it is suitable for actual production and processing, the process operation is simple and easy to control, and the smooth progress of the working situation in actual production is guaranteed, which has higher social significance and economic benefits.
Fifth Embodiment
本実施形態は、耐食鉄筋の生産方法を提供し、そのプロセス経路は、順に行われる溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、温度制御冷却工程、インライン酸洗工程、及び梱包工程を含む。 This embodiment provides a method for producing corrosion-resistant rebar, the process path of which includes a hot metal pre-desulfurization process, a converter smelting process, a LF furnace refining process, a RH furnace refining process, a square billet continuous casting process, a hot continuous rolling process, a temperature-controlled cooling process, an in-line pickling process, and a packaging process, which are performed in sequence.
本実施形態において、前記溶銑予備脱硫工程から前記温度制御冷却工程までは、具体的には前記第3実施形態で実施してもよいし、前記第4実施形態で実施してもよく、つまり、本実施形態は、前記第3実施形態又は第4実施形態を基に、梱包工程の前にインライン酸洗工程を追加したものであり、以下では、該インライン酸洗工程のみについて説明し、その他の詳細な説明を省略する。 In this embodiment, the hot metal pre-desulfurization process to the temperature-controlled cooling process may be carried out in the third embodiment or in the fourth embodiment. In other words, this embodiment is based on the third or fourth embodiment, and an in-line pickling process is added before the packaging process. In the following, only the in-line pickling process will be described, and other detailed descriptions will be omitted.
具体的には、前記インライン酸洗工程に、つまり、温度制御冷却工程の後且つ梱包工程の前に、鉄筋に順に酸洗槽、不動態化槽及び乾燥装置を通過させて、鉄筋のインライン酸洗を実現する。ここで、酸洗の効果を高めるために、前記酸洗槽のガス吹出口が前記酸洗槽の中心線周りに分布する。 Specifically, in the in-line pickling process, that is, after the temperature-controlled cooling process and before the packaging process, the rebar is passed through a pickling tank, a passivation tank, and a drying device in that order to achieve in-line pickling of the rebar. Here, in order to enhance the effect of pickling, the gas outlets of the pickling tank are distributed around the center line of the pickling tank.
以下において、本発明の実施例1~16を提供して本発明をさらに説明する。以下は本発明の好ましい実施例の一部に過ぎず、本発明の全ての実施態様ではないことが理解可能であり、前記実施形態の基に行われた他の実施例は、本発明の技術要旨を逸脱するものではない。 The present invention will be further described below by providing Examples 1 to 16 of the present invention. It is understood that the following are only some of the preferred examples of the present invention and do not represent all embodiments of the present invention, and other examples based on the above embodiments do not deviate from the technical gist of the present invention.
まず、実施例1~16及び比較例1~4はいずれも鉄筋を提供し、前記鉄筋の化学成分は表1に示すとおりである。そのうち、実施例12は、本発明に記載の第1実施形態で実施され、その他の実施例は本発明に記載の第2実施形態で実施され、比較例1~4は本発明の実施形態のいずれをも満たさない。 First, in Examples 1 to 16 and Comparative Examples 1 to 4, reinforcing bars are provided, and the chemical components of the reinforcing bars are as shown in Table 1. Among them, Example 12 is implemented in the first embodiment described in the present invention, the other examples are implemented in the second embodiment described in the present invention, and Comparative Examples 1 to 4 do not meet any of the embodiments of the present invention.
実施例1~8の生産方法は、順に行われる溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、温度制御冷却工程、及びインライン酸洗工程を含むプロセス経路を採用し、以下では、各工程を説明する。 The production methods of Examples 1 to 8 employ a process path that includes a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, an LF furnace refining process, a square billet continuous casting process, a hot continuous rolling process, a temperature-controlled cooling process, and an in-line pickling process, which are carried out in this order. Each process is described below.
(1)溶銑予備脱硫工程では、溶銑を予備脱硫する。 (1) In the molten iron pre-desulfurization process, the molten iron is pre-desulfurized.
(2)転炉製錬工程では、出鋼温度が1600~1660℃である。 (2) In the converter smelting process, the tapping temperature is 1600 to 1660°C.
(3)AOD炉精錬工程では、溶鋼に高炭素フェロクロム合金、モリブデン鉄合金を添加して溶鋼の初期合金化を行い、還元後に除滓してから、マンガン合金を添加し、出鋼前に出鋼用の取鍋をアルゴンで5min以上パージし、出鋼中に溶鋼にアルミインゴット20kgを添加し、出鋼温度が1630~1670℃で、出鋼Cの含有量が≦0.010%
である。
(3) In the AOD furnace refining process, high carbon ferrochromium alloy and molybdenum iron alloy are added to the molten steel to perform initial alloying of the molten steel, and after reduction and slag removal, manganese alloy is added. Before tapping, the tapping ladle is purged with argon for 5 minutes or more. 20 kg of aluminum ingot is added to the molten steel during tapping. The tapping temperature is 1630-1670°C, and the tapping C content is ≦0.010%.
It is.
(4)LF炉精錬工程では、溶鋼がLF炉の取鍋に到達した後、溶鋼1トンあたりに13~15kgの石灰、4.0~6.5kgの蛍石を添加する案でスラグを調整し、白色スラグ保持時間が≧8minで、ソフト撹拌時間が8~15minで、出鋼温度が1600~1620℃である。 (4) In the LF furnace refining process, after the molten steel reaches the ladle of the LF furnace, the slag is adjusted by adding 13 to 15 kg of lime and 4.0 to 6.5 kg of fluorite per ton of molten steel, the white slag holding time is ≧8 min, the soft stirring time is 8 to 15 min, and the tapping temperature is 1600 to 1620°C.
(5)角ビレット連続鋳造工程では、前記LF炉精錬工程で出鋼した溶鋼をビレットに連続鋳造し、ここで無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が1.2~1.6m/minである。 (5) In the square billet continuous casting process, the molten steel tapped from the LF furnace refining process is continuously cast into a billet, in which carbon-free mold flux or ultra-low carbon mold flux is used, the temperature of the continuous casting is 1520-1560°C, and the casting speed during the continuous casting is 1.2-1.6 m/min.
(6)熱間連続圧延工程では、実施例1~4において、ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、続いて直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃である。実施例5~8において、ビレットを加熱炉内で加熱し、加熱温度が1080~1130℃で、在炉時間が60~120minであり、続いて直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃である。 (6) In the hot continuous rolling process, in Examples 1 to 4, the billet is heated in a heating furnace, the heating temperature is 1100 to 1200°C, the furnace time is 60 to 120 min, and then rolled into a rod-shaped threaded rebar with a diameter of 12 to 32 mm, the rolling start temperature is 1000 to 1100°C, and the finish rolling temperature is 850 to 950°C. In Examples 5 to 8, the billet is heated in a heating furnace, the heating temperature is 1080 to 1130°C, the furnace time is 60 to 120 min, and then rolled into a coil-shaped threaded rebar with a diameter of 6 to 10 mm, the rolling start temperature is 980 to 1030°C, the finish rolling temperature is 850 to 950°C, and the laying temperature is 830 to 920°C.
(7)温度制御冷却工程では、実施例1~4において、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃であり、実施例5~8において、圧延してなるコイル状のねじ節鉄筋を遅延型のステルモア方式で冷却し、ローラコンベア下方の送風機が全てオフされる。 (7) In the temperature-controlled cooling process, in Examples 1 to 4, the rolled rod-shaped threaded rebar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860 to 920°C. In Examples 5 to 8, the rolled coil-shaped threaded rebar is cooled using a delayed Stelmor method, and all fans below the roller conveyor are turned off.
(8)インライン酸洗工程では、鉄筋に順に酸洗槽、不動態化槽及び乾燥装置を通過させて、鉄筋のインライン酸洗を実現し、ここで、前記酸洗槽のガス吹出口が前記酸洗槽の中心線周りに分布し、その後、梱包する。 (8) In the in-line pickling process, the rebar is passed through a pickling tank, a passivation tank, and a drying device in order to achieve in-line pickling of the rebar, where the gas outlets of the pickling tank are distributed around the center line of the pickling tank, and then the rebar is packaged.
実施例9~16の生産方法は、順に行われる溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、温度制御冷却工程、及びインライン酸洗工程を含むプロセス経路を採用し、以下では、各工程を説明する。 The production method of Examples 9 to 16 employs a process path that includes a hot metal pre-desulfurization process, a converter smelting process, a LF furnace refining process, a RH furnace refining process, a square billet continuous casting process, a hot continuous rolling process, a temperature-controlled cooling process, and an in-line pickling process, which are carried out in this order. Each process is described below.
(1)溶銑予備脱硫工程では、溶銑を予備脱硫し、脱硫後、Sが≦0.001%で、除滓率が≧95%である。 (1) In the hot metal pre-desulfurization process, the hot metal is pre-desulfurized, and after desulfurization, the S content is ≦0.001% and the slag removal rate is ≧95%.
(2)転炉製錬工程では、出鋼中に溶鋼に微量炭素フェロクロム合金を添加して溶鋼の初期合金化を行い、出鋼温度が1700~1750℃である。 (2) In the converter smelting process, a trace carbon ferrochromium alloy is added to the molten steel during tapping to initially alloy the molten steel, and the tapping temperature is 1700-1750°C.
(3)LF炉精錬工程では、工程全体にわたって、LF炉の取鍋内に80~160L/minのアルゴン流量で底吹きし、出鋼温度が1560~1600℃である。 (3) In the LF furnace refining process, argon is blown into the LF furnace ladle at a bottom flow rate of 80 to 160 L/min throughout the entire process, and the tapping temperature is 1560 to 1600°C.
(4)RH炉精錬工程では、RH炉を3min真空化した後、RH炉内への酸素吹き込みを開始し、酸素吹き込み総量が500~700Nm3であり、続いて溶鋼に微量炭素フ
ェロクロム合金を添加して溶鋼の合金化を行い、真空度が2mbarよりも小さくなると5min以上清水循環処理し、出鋼温度が1560~1600℃で、出鋼Cの含有量が≦0.015%である。
(4) In the RH furnace refining process, after the RH furnace is evacuated for 3 min, oxygen injection into the RH furnace is started, and the total amount of oxygen injection is 500-700 Nm3 . Then, the molten steel is alloyed by adding a trace carbon ferrochromium alloy to the molten steel. When the vacuum level is less than 2 mbar, the fresh water circulation treatment is performed for 5 min or more. The tapping temperature is 1560-1600 ° C, and the tapping C content is ≦ 0.015%.
(5)角ビレット連続鋳造工程では、前記LF炉精錬工程で出鋼した溶鋼をビレットに
連続鋳造し、ここで無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が2.2~2.6m/minである。
(5) In the square billet continuous casting process, the molten steel tapped in the LF furnace refining process is continuously cast into a billet, in which a carbon-free mold flux or an ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560°C, and the casting speed during continuous casting is 2.2-2.6 m/min.
(6)熱間連続圧延工程では、実施例9~12において、ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、続いて直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃であり、実施例13~16において、ビレットを加熱炉内で加熱し、加熱温度が1080~1130℃で、在炉時間が60~120minであり、続いて直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃である。 (6) In the hot continuous rolling process, in Examples 9 to 12, the billet is heated in a heating furnace, the heating temperature is 1100 to 1200°C, the furnace time is 60 to 120 min, and then rolled into a rod-shaped threaded rebar with a diameter of 12 to 32 mm, the rolling start temperature is 1000 to 1100°C, and the finish rolling temperature is 850 to 950°C. In Examples 13 to 16, the billet is heated in a heating furnace, the heating temperature is 1080 to 1130°C, the furnace time is 60 to 120 min, and then rolled into a coil-shaped threaded rebar with a diameter of 6 to 10 mm, the rolling start temperature is 980 to 1030°C, the finish rolling temperature is 850 to 950°C, and the laying temperature is 830 to 920°C.
(7)温度制御冷却工程では、実施例9~12において、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃であり、実施例13~16において、圧延してなるコイル状のねじ節鉄筋を遅延型のステルモア方式で冷却し、ローラコンベア下方の送風機が全てオフされる。 (7) In the temperature-controlled cooling process, in Examples 9 to 12, the rolled rod-shaped threaded rebar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860 to 920°C. In Examples 13 to 16, the rolled coil-shaped threaded rebar is cooled using a delayed Stelmor method, and all fans below the roller conveyor are turned off.
(8)インライン酸洗工程では、鉄筋を順に酸洗槽、不動態化槽及び乾燥装置を通過させて、鉄筋のインライン酸洗を実現し、ここで、前記酸洗槽のガス吹出口が前記酸洗槽の中心線周りに分布し、その後、梱包する。 (8) In the in-line pickling process, the rebar is passed through a pickling tank, a passivation tank, and a drying device in order to achieve in-line pickling of the rebar, where the gas outlets of the pickling tank are distributed around the center line of the pickling tank, and then the rebar is packaged.
比較例1~4に使用される生産方法は、従来の転炉製錬、角ビレット連続鋳造、熱間連続圧延、冷却床冷却のプロセス経路であり、そのうち、熱間連続圧延工程の時、加熱炉内での加熱温度が1210~1290℃で、圧延開始温度が1090~1170℃で、冷却床に搬送された時の温度が≧1100℃であり、冷却床にて自然冷却する。 The production method used in Comparative Examples 1 to 4 is the conventional process route of converter smelting, square billet continuous casting, hot continuous rolling, and cooling on a cooling bed, among which, during the hot continuous rolling process, the heating temperature in the heating furnace is 1210 to 1290°C, the rolling start temperature is 1090 to 1170°C, the temperature when transported to the cooling bed is ≧1100°C, and the material is naturally cooled on the cooling bed.
実施例1~16及び比較例1~4の鉄筋に対して、同じ試験方法でサンプリングして力学性能を検出したところ、各実施例及び比較例の力学性能は表2に示すとおりである。 The rebars of Examples 1 to 16 and Comparative Examples 1 to 4 were sampled using the same test method to detect their mechanical performance, and the mechanical performance of each Example and Comparative Example is as shown in Table 2.
表2から分かるように、実施例1~16は力学性能に関して比較例1~4よりも明らかに優れ、400MPa級耐震鉄筋の要求を満たしており、また、降伏強度が≧420MPaで、引張強度が≧540MPaで、破断伸び率が≧18%で、最大力における全伸び率が≧7.5%である。 As can be seen from Table 2, Examples 1 to 16 are clearly superior to Comparative Examples 1 to 4 in terms of mechanical performance, and meet the requirements for 400 MPa-class earthquake-resistant rebar, with a yield strength of ≧420 MPa, a tensile strength of ≧540 MPa, an elongation at break of ≧18%, and a total elongation at maximum force of ≧7.5%.
実施例1~16及び比較例1~4の鉄筋に対して、同じ方法で周囲浸漬腐食試験、塩水噴霧腐食試験及び電気化学的腐食試験を行ったところ、試験結果は表3に示すとおりである。 The rebars of Examples 1 to 16 and Comparative Examples 1 to 4 were subjected to ambient immersion corrosion tests, salt spray corrosion tests, and electrochemical corrosion tests using the same method, and the test results are shown in Table 3.
そのうち、用いられた周囲浸漬腐食試験の具体的な方法は次のとおりである。処理された試料を周囲浸漬試験箱に入れ、試験は、YB/T4367鉄筋の塩素イオン環境での腐食試験方法に準拠して行われ、溶液は2.0±0.05(wt%)NaClで、pHは6.5~7.2で、溶液温度は45℃±2℃で、乾燥温度は70℃±10℃であり、連続試験して168hにおける平均重量損失による腐食速度を得る。 The specific method of the ambient immersion corrosion test used is as follows: The treated sample is placed in an ambient immersion test box, and the test is conducted in accordance with the YB/T4367 corrosion test method for rebar in a chloride ion environment, with the solution being 2.0±0.05 (wt%) NaCl, pH 6.5-7.2, solution temperature 45°C±2°C, and drying temperature 70°C±10°C, and the corrosion rate is obtained by the average weight loss over 168 hours through continuous testing.
用いられた塩水噴霧腐食試験の具体的な方法は次のとおりである。処理された試料を塩水噴霧試験箱に入れ、試験は、GB/T10125人工雰囲気における腐食試験-塩水噴霧腐食試験に準拠して行われ、溶液は2.0±0.05(wt%)NaClで、pHは6.5~7.2で、溶液温度は35℃±2℃であり、連続試験して168hにおける平均重量損失による腐食速度を得る。 The specific method of the salt spray corrosion test used is as follows: The treated sample is placed in a salt spray test box, and the test is performed in accordance with GB/T10125 Corrosion test in artificial atmosphere - Salt spray corrosion test, the solution is 2.0±0.05 (wt%) NaCl, the pH is 6.5-7.2, the solution temperature is 35°C±2°C, and the corrosion rate is obtained by the average weight loss in 168 hours by continuous testing.
用いられた電気化学的腐食試験の具体的な方法は次のとおりである。電気化学試験は、GB/T24196-2009『金属及び合金の腐食/電気化学試験方法/静電位分極及び動電位分極測定の実施の指針』に準拠して行われ、3電極システムを使用し、参照電極は飽和カロメル電極で、補助電極はPtシートであり、試験溶液は塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水である。分極曲線試験の走査範囲は、試料自己腐食電位に対して-300~600mVで、走査速度は1mV/sである。電気化学的インピーダンス試験の走査周波数範囲は10-2~105Hzで、交流励起信号振幅は±5mVで
ある。
The specific method of the electrochemical corrosion test used is as follows: The electrochemical test is performed in accordance with GB/T24196-2009 "Corrosion of metals and alloys/Electrochemical test methods/Guideline for carrying out electrostatic potential polarization and potentiodynamic polarization measurements", using a three-electrode system, the reference electrode is a saturated calomel electrode, the auxiliary electrode is a Pt sheet, and the test solution is simulated concrete pore water with a chloride ion concentration of ≧3 mol/L. The scanning range of the polarization curve test is -300 to 600 mV with respect to the sample self-corrosion potential, and the scanning speed is 1 mV/s. The scanning frequency range of the electrochemical impedance test is 10 -2 to 10 5 Hz, and the AC excitation signal amplitude is ±5 mV.
表3から分かるように、実施例1~16は耐食性に関して比較例1~4よりも大幅に優れている。周囲浸漬腐食試験において、前記鉄筋の平均重量損失による腐食速度が0.05~0.1g/(m2・h)であり、塩水噴霧腐食試験において、前記鉄筋の平均重量損
失による腐食速度が0.01~0.04g/(m2・h)、耐食性は通常のHRB400
に対して45倍以上向上する。電気化学的腐食試験では、塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水において、前記鉄筋の自己腐食電位は-0.1~-0.15Vであり、通常のHRB400よりも貴化幅が0.4Vを超える。前記鉄筋の分極抵抗は2500~3000kΩ/cm2であり、通常のHRB400よりもはるかに高い。前記
鉄筋の自己腐食電流密度は≦0.13μA/cm2であり、通常のHRB400の1/6
5又はそれ以下に相当する。
As can be seen from Table 3, Examples 1 to 16 are significantly superior in terms of corrosion resistance to Comparative Examples 1 to 4. In the ambient immersion corrosion test, the corrosion rate due to the average weight loss of the reinforcing bar was 0.05 to 0.1 g/( m2 ·h), and in the salt spray corrosion test, the corrosion rate due to the average weight loss of the reinforcing bar was 0.01 to 0.04 g/( m2 ·h). The corrosion resistance was comparable to that of ordinary HRB400.
The self-corrosion potential of the rebar is -0.1 to -0.15 V in simulated concrete pore water with a chloride ion concentration of ≧3 mol/L, which is 0.4 V more noble than that of normal HRB400. The polarization resistance of the rebar is 2500 to 3000 kΩ/ cm2 , which is much higher than that of normal HRB400. The self-corrosion current density of the rebar is ≦0.13 μA/ cm2 , which is 1/6 that of normal HRB400.
Equivalent to 5 or less.
なお、実施例1~16の鉄筋をサンプリングして介在物検出とミクロ組織検出を行った結果、GB/T10561標準におけるA系、B系、C系、D系介在物はいずれも≦1.0級であり、ミクロ組織はフェライトとベイナイトであり、そのうち、フェライトが占め
る割合は28%~40%であり、ベイナイトが占める割合は60%~72%である。
The reinforcing bars of Examples 1 to 16 were sampled for inclusion detection and microstructure detection. As a result, the A-type, B-type, C-type, and D-type inclusions in the GB/T10561 standard were all ≦1.0 grade, and the microstructure was ferrite and bainite, with the proportion of ferrite being 28% to 40% and the proportion of bainite being 60% to 72%.
また、実施例1~16の鉄筋をそれぞれサンプリングして、エレクトロスラグ圧力溶接で溶接試験を行い、溶接試料に対して、GBT228.1-2010金属材料引張試験第1部分の室温試験方法標準に準拠して引張試験を行った結果、溶接試料の引張試験における破断点が、溶接点の位置ではなく、鉄筋母材に形成され、得られた鉄筋の溶接性能が優れていることが分かる。 Furthermore, the rebars of Examples 1 to 16 were sampled and subjected to welding tests using electroslag pressure welding. Tensile tests were then performed on the welded samples in accordance with the room temperature test method standard for Part 1 of the tensile test for metallic materials in GBT228.1-2010. As a result, it was found that the fracture point in the tensile test of the welded samples was formed in the rebar base material, not at the position of the weld point, and the weld performance of the resulting rebar was excellent.
Claims (18)
塩素イオン濃度が≧3mol/Lの模擬コンクリート間隙水において、自己腐食電位が-0.1~-0.15Vで、分極抵抗が2500~3000kΩ/cm2で、自己腐食電流密度が≦0.13μA/cm2であることを特徴とする、請求項1に記載の400MP
a級耐食鉄筋。 In an ambient immersion corrosion test, the corrosion rate based on average weight loss is 0.05 to 0.1 g/( m2 ·h), and in a salt spray corrosion test, the corrosion rate based on average weight loss is 0.01 to 0.04 g/( m2 ·h);
The 400MP according to claim 1, characterized in that in simulated concrete pore water having a chloride ion concentration of ≧3 mol/L, the self-corrosion potential is −0.1 to −0.15 V, the polarization resistance is 2500 to 3000 kΩ/cm 2 , and the self-corrosion current density is ≦0.13 μA/cm 2.
Class A corrosion resistant steel bars.
プロセス経路1とプロセス経路2のいずれかを用いるものであって、
前記プロセス経路1は、順に行われる溶銑予備脱硫工程、転炉製錬工程、AOD炉精錬工程、LF炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、及び温度制御冷却工程を含み、
前記プロセス経路2は、順に行われる溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程、角ビレット連続鋳造工程、熱間連続圧延工程、及び温度制御冷却工程を含むことを特徴とする、400MPa級耐食鉄筋の生産方法。 Chemical composition in mass percent: Cr: 9.5-10.4%, Mo: 1.0-1.2%, Mn: 0.3-0.6%, Ni: 0.01-1.00%, Cu: 0.01-0.5%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.00 3%, As≦0.01%, P: 0.01-0.03%, Cr+Mo+0.5Mn+0.35Ni+0.25Cu is 11.1-12.2%, C+N+0.3Si+Mn+1.8Nb is 0.4-0.8%, and the balance is Fe and unavoidable impurities.
Either process path 1 or process path 2 is used,
The process path 1 includes a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, an LF furnace refining process, a square billet continuous casting process, a hot continuous rolling process, and a temperature controlled cooling process, which are performed in this order.
The process path 2 is a method for producing a 400 MPa-class corrosion-resistant rebar, which is characterized by including a molten iron pre-desulfurization process, a converter smelting process, a LF furnace refining process, a RH furnace refining process, a square billet continuous casting process, a hot continuous rolling process, and a temperature-controlled cooling process , which are performed in this order .
前記転炉製錬工程の出鋼温度が1600~1660℃であり、
前記AOD炉精錬工程の時、溶鋼に高炭素フェロクロム合金、モリブデン鉄合金を添加して溶鋼の初期合金化を行い、還元後に除滓してから、マンガン合金を添加し、出鋼前に出鋼用の取鍋をアルゴンで5min以上パージし、出鋼中に溶鋼にアルミインゴット20kgを添加し、出鋼温度が1630~1670℃で、出鋼Cの含有量が≦0.010%であり、
前記LF炉精錬工程の時、溶鋼がLF炉の取鍋に到達した後、溶鋼1トンあたりに13~15kgの石灰、4.0~6.5kgの蛍石を添加する案でスラグを調整し、白色スラグ保持時間が≧8minで、ソフト撹拌時間が8~15minで、出鋼温度が1600~1620℃であり、
前記角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が1.2~1.6m/minであることを特徴とする、請求項9に記載の400MPa級耐食鉄筋の生産方法。 In the process path 1,
The tapping temperature of the converter smelting process is 1600 to 1660°C,
In the AOD furnace refining process, a high carbon ferrochromium alloy and a molybdenum iron alloy are added to the molten steel to perform initial alloying of the molten steel, and after reduction and slag removal, a manganese alloy is added. Before tapping, the tapping ladle is purged with argon for 5 minutes or more. During tapping, 20 kg of aluminum ingot is added to the molten steel. The tapping temperature is 1630-1670°C, and the tapping C content is ≦0.010%.
In the LF furnace refining process, after the molten steel reaches the ladle of the LF furnace, slag is adjusted by adding 13 to 15 kg of lime and 4.0 to 6.5 kg of fluorite per ton of molten steel, the white slag holding time is ≧8 min, the soft stirring time is 8 to 15 min, and the tapping temperature is 1600 to 1620 ° C.,
10. The method for producing a 400 MPa-class corrosion-resistant rebar as claimed in claim 9, characterized in that in the square billet continuous casting process , carbon-free mold flux or ultra-low carbon mold flux is used, the temperature of continuous casting is 1520-1560°C, and the casting speed during continuous casting is 1.2-1.6 m/min.
前記転炉製錬工程の時、出鋼中に溶鋼に微量炭素フェロクロム合金を添加して溶鋼の初期合金化を行い、出鋼温度が1700~1750℃であり、
前記LF炉精錬工程の時、工程全体にわたって、LF炉の取鍋内に80~160L/minのアルゴン流量で底吹きし、出鋼温度が1560~1600℃であり、
前記RH炉精錬工程の時、RH炉を3min真空化した後、RH炉内への酸素吹き込みを開始し、酸素吹き込み総量が500~700Nm3であり、続いて溶鋼に微量炭素フェロクロム合金を添加して溶鋼の合金化を行い、真空度が2mbarよりも小さくなると5min以上清水循環処理し、出鋼温度が1560~1600℃で、出鋼Cの含有量が≦0.015%であり、
前記角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が2.2~2.6m/minであることを特徴とする、請求項9に記載の400MPa級耐食鉄筋の生産方法。 In the process path 2,
In the converter smelting process, a trace carbon ferrochrome alloy is added to the molten steel during tapping to perform initial alloying of the molten steel, and the tapping temperature is 1700 to 1750°C;
During the LF furnace refining process, argon is blown from the bottom into the ladle of the LF furnace at a flow rate of 80 to 160 L/min throughout the process, and the tapping temperature is 1560 to 1600°C;
In the RH furnace refining process, the RH furnace is evacuated for 3 minutes, and then oxygen is blown into the RH furnace, with a total amount of oxygen blown being 500-700 Nm3 ; then, a trace carbon ferrochrome alloy is added to the molten steel to alloy the molten steel; when the vacuum level is less than 2 mbar, fresh water is circulated for 5 minutes or more; the tapping temperature is 1560-1600°C; and the tapping C content is ≦0.015%;
10. The method for producing a 400 MPa-class corrosion-resistant rebar as claimed in claim 9, characterized in that in the square billet continuous casting process , carbon-free mold flux or ultra-low carbon mold flux is used, the temperature of continuous casting is 1520-1560°C, and the casting speed during continuous casting is 2.2-2.6 m/min.
前記熱間連続圧延工程の時、連鋳ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、続いて直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃であり、
前記温度制御冷却工程の時、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃であることを特徴とする、請求項9に記載の400MPa級耐食鉄筋の生産方法。 In both process path 1 and process path 2,
In the hot continuous rolling process, the continuous cast billet is heated in a heating furnace, the heating temperature is 1100 to 1200°C, the furnace time is 60 to 120 min, and then rolled into a rod-shaped threaded rebar having a diameter of 12 to 32 mm, the rolling start temperature is 1000 to 1100°C, and the finish rolling temperature is 850 to 950°C.
The method for producing a 400 MPa-class corrosion-resistant rebar according to claim 9, characterized in that during the temperature-controlled cooling process , the rolled rod-shaped threaded rebar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860 to 920 ° C.
前記熱間連続圧延工程の時、連鋳ビレットを加熱炉内で加熱し、加熱温度が1080~1130℃で、在炉時間が60~120minであり、続いて直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃であることを特徴とする、請求項9に記載の400MPa級耐食鉄筋の生産方法。 In both process path 1 and process path 2,
The method for producing a 400 MPa-class corrosion-resistant rebar according to claim 9, characterized in that, in the hot continuous rolling process, the continuously cast billet is heated in a heating furnace at a heating temperature of 1080-1130°C and a residence time of 60-120 min, and then rolled into a coil-shaped threaded rebar having a diameter of 6-10 mm, the rolling start temperature is 980-1030°C, the finish rolling temperature is 850-950°C, and the laying temperature is 830-920°C.
前記インライン酸洗工程では、鉄筋を順に酸洗槽、不動態化槽及び乾燥装置を通過させ、前記酸洗槽のガス吹出口が前記酸洗槽の中心線周りに分布することを特徴とする、請求項9に記載の400MPa級耐食鉄筋の生産方法。 Both process route 1 and process route 2 include an in-line pickling step and a packaging step, which are performed in sequence after the temperature controlled cooling step;
10. The method for producing 400 MPa-class corrosion-resistant rebar according to claim 9, wherein in the in-line pickling process , the rebar is passed through a pickling tank, a passivation tank and a drying device in this order, and the gas outlets of the pickling tank are distributed around the center line of the pickling tank.
(2)前記製鋼ステップで得られた鋼ビレットを加熱炉内で加熱し、加熱温度が1100~1200℃で、在炉時間が60~120minであり、続いて直径12~32mmの棒状のねじ節鉄筋に圧延し、圧延開始温度が1000~1100℃で、仕上圧延温度が850~950℃であり、その後、圧延してなる棒状のねじ節鉄筋を冷却床にて自然冷却し、冷却床に搬送された時の温度が860~920℃であり、
又は、前記製鋼ステップで得られた鋼ビレットを加熱炉内で加熱し、加熱温度が1080~1130℃で、在炉時間が60~120minであり、続いて直径6~10mmのコイル状のねじ節鉄筋に圧延し、圧延開始温度が980~1030℃で、仕上圧延温度が850~950℃で、レイング温度が830~920℃であり、その後、圧延してなるコイル状のねじ節鉄筋をステルモア冷却によって冷却し、ローラコンベア下方の送風機が全てオフされる制御圧延・制御冷却ステップと、を含むことを特徴とする、400MPa級耐食鉄筋の生産方法。 (1) A method for smelting molten steel by sequentially performing a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, and an LF furnace refining process, or a method for smelting molten steel by sequentially performing a hot metal pre-desulfurization process, a converter smelting process, an LF furnace refining process, and an RH furnace refining process, and continuously casting the obtained molten steel into a steel billet, and a chemical composition of the steel billet is, in mass percent, Cr: 9.5 to 10.4%, Mo: 1.0 to 1.2%, Mn: 0.3 to 0.6%, Ni: 0.01 to 1.00%, Cu: 0.01 to 0.05%, and Cu: 0.02 to 0.05%. 0.01-0.5%, C≦0.014%, N≦0.004%, Nb: 0.01-0.05%, Si: 0.2-0.6%, S≦0.004%, O≦0.003%, As≦0.01%, P: 0.01-0.03%, and Cr+Mo+0.5Mn+0.35Ni+0.25Cu is 11.1-12.2%, C+N+0.3Si+Mn+1.8Nb is 0.4-0.8%, and the balance is Fe and unavoidable impurities;
(2) The steel billet obtained in the steelmaking step is heated in a heating furnace, the heating temperature is 1100 to 1200°C, and the furnace time is 60 to 120 min. Then, the steel billet is rolled into a rod-shaped threaded rebar having a diameter of 12 to 32 mm, the rolling start temperature is 1000 to 1100°C, and the finish rolling temperature is 850 to 950°C. Then, the rolled rod-shaped threaded rebar is naturally cooled on a cooling bed, and the temperature when it is transported to the cooling bed is 860 to 920°C.
Alternatively, the steel billet obtained in the steel making step is heated in a heating furnace at a heating temperature of 1080 to 1130°C and a residence time of 60 to 120 min, and then rolled into a coil-shaped threaded rebar having a diameter of 6 to 10 mm at a rolling start temperature of 980 to 1030°C, a finish rolling temperature of 850 to 950°C, and a laying temperature of 830 to 920°C. Thereafter, the rolled coil-shaped threaded rebar is cooled by Stelmor cooling, and a controlled rolling/controlled cooling step is included in which all fans below the roller conveyor are turned off.
溶銑予備脱硫工程、転炉製錬工程、LF炉精錬工程、RH炉精錬工程を順に用いて溶鋼を製錬する場合、前記転炉製錬工程の時、出鋼中に溶鋼に微量炭素フェロクロム合金を添加して溶鋼の初期合金化を行い、出鋼温度が1700~1750℃であり、前記LF炉精錬工程の時、工程全体にわたって、LF炉の取鍋内に80~160L/minのアルゴン流量で底吹きし、出鋼温度が1560~1600℃であり、前記RH炉精錬工程の時、RH炉を3min真空化した後、RH炉内への酸素吹き込みを開始し、酸素吹き込み総量が
500~700Nm3であり、続いて溶鋼に微量炭素フェロクロム合金を添加して溶鋼の
合金化を行い、真空度が2mbarよりも小さくなると5min以上清水循環処理し、出鋼温度が1560~1600℃で、出鋼Cの含有量が≦0.015%であり、角ビレット連続鋳造工程の時、無炭素モールドフラックス又は超低炭素モールドフラックスを採用し、連続鋳造の温度が1520~1560℃で、連続鋳造中の鋳造速度が2.2~2.6m/minであることを特徴とする、請求項15に記載の400MPa級耐食鉄筋の生産方法。 In the steelmaking step , when molten steel is smelted by sequentially using a hot metal pre-desulfurization process, a converter smelting process, an AOD furnace refining process, and an LF furnace refining process, the tapping temperature in the converter smelting process is 1600 to 1660°C, and in the AOD furnace refining process, a high carbon ferrochromium alloy and a molybdenum iron alloy are added to the molten steel to perform initial alloying of the molten steel, and after reduction and slag removal, a manganese alloy is added. Before tapping, the tapping ladle is purged with argon for 5 minutes or more. 20 kg of an aluminum ingot is added to the molten steel during tapping. The tapping temperature is 1630 to 1670°C. the content is ≦0.01%, during the LF furnace refining process, after the molten steel reaches the ladle of the LF furnace, 13-15 kg of lime and 4.0-6.5 kg of fluorite are added per ton of molten steel to adjust the slag, the white slag holding time is ≧8 min, the soft stirring time is 8-15 min, the tapping temperature is 1600-1620°C, during the square billet continuous casting process, carbon-free mold flux or ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560°C, and the casting speed during continuous casting is 1.2-1.6 m/min,
In the case where molten steel is smelted by sequentially using a hot metal preliminary desulfurization process, a converter smelting process, an LF furnace refining process, and an RH furnace refining process, in the converter smelting process, a trace carbon ferrochrome alloy is added to the molten steel during tapping to perform initial alloying of the molten steel, and the tapping temperature is 1700 to 1750°C; in the LF furnace refining process, argon is bottom-blown into the ladle of the LF furnace at a flow rate of 80 to 160 L/min throughout the entire process, and the tapping temperature is 1560 to 1600°C; and in the RH furnace refining process, the RH furnace is evacuated for 3 min, and then oxygen blowing into the RH furnace is started, and the total amount of oxygen blown is 500 to 700 Nm 3 , then adding a trace carbon ferrochrome alloy to the molten steel to alloy the molten steel, and performing fresh water circulation treatment for 5 minutes or more when the vacuum degree is less than 2 mbar, the tapping temperature is 1560-1600°C, the tapping C content is ≦0.015%, and in the square billet continuous casting process, carbon-free mold flux or ultra-low carbon mold flux is used, the continuous casting temperature is 1520-1560° C , and the casting speed during continuous casting is 2.2-2.6 m/min.
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