WO2024016419A1 - Low-yield-ratio weather-resistant bridge steel and manufacturing method - Google Patents

Low-yield-ratio weather-resistant bridge steel and manufacturing method Download PDF

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WO2024016419A1
WO2024016419A1 PCT/CN2022/114327 CN2022114327W WO2024016419A1 WO 2024016419 A1 WO2024016419 A1 WO 2024016419A1 CN 2022114327 W CN2022114327 W CN 2022114327W WO 2024016419 A1 WO2024016419 A1 WO 2024016419A1
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yield
temperature
continuous casting
thickness
ratio
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王军
谯明亮
崔强
陈林恒
唐春霞
孟令明
秦玉荣
刘涛
李新亮
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南京钢铁股份有限公司
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Abstract

A low-yield-ratio weather-resistant bridge steel and a manufacturing method, relating to the technical field of steel production. The chemical components of the bridge steel are as follows, in percentage by mass: 0.06%-0.09% of C, 0.15%-0.30% of Si, 1.51%-1.65% of Mn, 0.009%-0.015% of P, ≤0.002% of S, 0.020%-0.050% of Nb, 0.010%-0.020% of Ti, 0.010%-0.030% of V, 0.30%-0.40% of Cu, 0.30%-0.45% of Ni, 0.45%-0.60% of Cr, 0.16%-0.25% of Mo, 0.02%-0.04% of Alt, and the balance being Fe and inevitable impurities. By means of scientific design on components and the matched manufacturing method of controlled rolling, controlled cooling and tempering, the weather-resistant bridge steel has the characteristics of low yield ratio, high low-temperature toughness and high ductility.

Description

一种低屈强比耐候桥梁钢及制备方法A kind of low yield strength ratio weather-resistant bridge steel and its preparation method 技术领域Technical field
本发明涉及钢铁生产技术领域,特别是涉及一种低屈强比耐候桥梁钢及制备方法。The invention relates to the technical field of steel production, and in particular to a low yield-strength ratio weather-resistant bridge steel and a preparation method.
背景技术Background technique
随着大型钢结构桥梁向大跨度、重载荷、全焊接结构方向发展,对桥梁结构的安全可靠性要求越来越严格。这对设计者提出了更高的要求,同时也对钢板质量提出了更高的标准,即不仅要求钢板具有高强度以满足结构轻量化要求,而且还应具有优良的塑性、低温韧性、焊接性、耐腐蚀性能等,以满足桥梁跨径更大、荷载更重的工况条件。因此,高强高韧高塑高耐候桥梁钢的应用,可以降低桥梁结构自重,降低桥梁工程设计、制造、施工难度等,同时可以提高使用寿命。As large-scale steel structure bridges develop toward large-span, heavy-load, and fully welded structures, the safety and reliability requirements for bridge structures become increasingly stringent. This puts forward higher requirements for designers, and also puts forward higher standards for the quality of steel plates. That is, the steel plates are not only required to have high strength to meet the requirements of lightweight structures, but also have excellent plasticity, low-temperature toughness, and weldability. , corrosion resistance, etc., to meet the working conditions of bridges with larger spans and heavier loads. Therefore, the application of high-strength, high-toughness, high-plasticity and high-weather-resistant bridge steel can reduce the weight of the bridge structure, reduce the difficulty of bridge engineering design, manufacturing, and construction, and at the same time increase the service life.
但是,随着钢的强度提高,钢的屈强比一般也会升高,甚至可以达到0.93以上。由于屈强比很高,一旦构件发生过载,如在地震等条件下,将迅速达到钢种极限强度而导致事故的发生。因此,较高的屈强比限制了高强度结构钢在桥梁工程上的应用。地震的频发和其造成的灾难性后果,引起了国外对桥梁抗震性的高度关注,并在一些结构设计规范中作了相关规定。低屈强比、高强、高韧、高塑、高耐候桥梁钢是桥梁建设的发展趋势。However, as the strength of steel increases, the yield-to-strength ratio of steel generally increases, and can even reach more than 0.93. Due to the high yield ratio, once the component is overloaded, such as under earthquake and other conditions, it will quickly reach the ultimate strength of the steel type and cause an accident. Therefore, the high yield-strength ratio limits the application of high-strength structural steel in bridge engineering. The frequent occurrence of earthquakes and their catastrophic consequences have attracted great attention abroad to the seismic resistance of bridges, and relevant provisions have been made in some structural design specifications. Bridge steel with low yield-to-strength ratio, high strength, high toughness, high plasticity and high weather resistance is the development trend of bridge construction.
专利号为CN108486466B的《一种屈服强度550MPa级高韧性耐候钢板及其制备方法》公开了一种屈服强度550MPa级高韧性耐候钢板的制备方法,该产品是热连卷,厚度薄、屈强比高,无法适用于大跨度、重载荷的现代桥梁制造用钢需求。Patent No. CN108486466B "A high-toughness weathering steel plate with a yield strength of 550MPa and its preparation method" discloses a preparation method of a high-toughness weathering steel plate with a yield strength of 550MPa. The product is hot-rolled and has a thin thickness and a high yield-strength ratio. High, unable to meet the steel requirements for modern bridge manufacturing with large spans and heavy loads.
发明内容Contents of the invention
本发明针对上述技术问题,克服现有技术的缺点,提供一种低屈强比耐候桥梁钢,其化学成分及质量百分比如下:C:0.06%~0.09%、Si:0.15%~0.30%、 Mn:1.51%~1.65%、P:0.009%~0.015%、S≤0.002%、Nb:0.020%~0.050%、Ti:0.010%~0.020%、V:0.010%~0.030%、Cu:0.30%~0.40%、Ni:0.30%~0.45%、Cr:0.45%~0.60%、Mo:0.16%~0.25%、Alt:0.02%~0.04%,余量为Fe及不可避免的夹杂。The present invention aims at the above technical problems, overcomes the shortcomings of the existing technology, and provides a low yield ratio weather-resistant bridge steel. Its chemical composition and mass percentage are as follows: C: 0.06% ~ 0.09%, Si: 0.15% ~ 0.30%, Mn : 1.51%~1.65%, P: 0.009%~0.015%, S≤0.002%, Nb: 0.020%~0.050%, Ti: 0.010%~0.020%, V: 0.010%~0.030%, Cu: 0.30%~0.40 %, Ni: 0.30% to 0.45%, Cr: 0.45% to 0.60%, Mo: 0.16% to 0.25%, Alt: 0.02% to 0.04%, the balance is Fe and inevitable inclusions.
本发明进一步限定的技术方案是:The technical solution further limited by the present invention is:
前所述的一种低屈强比耐候桥梁钢,其化学成分及质量百分比如下:C:0.06%~0.07%、Si:0.20%~0.30%、Mn:1.56%~1.65%、P:0.011%~0.015%、S≤0.002%、Nb:0.020%~0.040%、Ti:0.010%~0.020%、V:0.010%~0.030%、Cu:0.32%~0.36%、Ni:0.35%~0.45%、Cr:0.45%~0.60%、Mo:0.16%~0.20%、Alt:0.02%~0.04%,余量为Fe及不可避免的夹杂。The aforementioned low yield ratio weather-resistant bridge steel has the following chemical composition and mass percentage: C: 0.06% ~ 0.07%, Si: 0.20% ~ 0.30%, Mn: 1.56% ~ 1.65%, P: 0.011% ~0.015%, S≤0.002%, Nb: 0.020%~0.040%, Ti: 0.010%~0.020%, V: 0.010%~0.030%, Cu: 0.32%~0.36%, Ni: 0.35%~0.45%, Cr : 0.45% ~ 0.60%, Mo: 0.16% ~ 0.20%, Alt: 0.02% ~ 0.04%, the balance is Fe and inevitable inclusions.
前所述的一种低屈强比耐候桥梁钢,其化学成分及质量百分比如下:C:0.07%~0.09%、Si:0.17%~0.20%、Mn:1.54%~1.59%、P:0.009%~0.015%、S≤0.002%、Nb:0.030%~0.040%、Ti:0.010%~0.020%、V:0.015%~0.025%、Cu:0.30%~0.35%、Ni:0.30%~0.40%、Cr:0.45%~0.55%、Mo:0.20%~0.25%、Alt:0.02%~0.04%,余量为Fe及不可避免的夹杂。The aforementioned low yield ratio weather-resistant bridge steel has the following chemical composition and mass percentage: C: 0.07% ~ 0.09%, Si: 0.17% ~ 0.20%, Mn: 1.54% ~ 1.59%, P: 0.009% ~0.015%, S≤0.002%, Nb: 0.030%~0.040%, Ti: 0.010%~0.020%, V: 0.015%~0.025%, Cu: 0.30%~0.35%, Ni: 0.30%~0.40%, Cr : 0.45% ~ 0.55%, Mo: 0.20% ~ 0.25%, Alt: 0.02% ~ 0.04%, the balance is Fe and inevitable inclusions.
本发明的另一目的在于提供一种低屈强比耐候桥梁钢制备方法,包括冶炼、连铸、均热、轧制、弛豫、冷却以及离线回火:Another object of the present invention is to provide a method for preparing low yield ratio weather-resistant bridge steel, which includes smelting, continuous casting, soaking, rolling, relaxation, cooling and off-line tempering:
采用的连铸坯厚度为150~320mm,连铸工序的连铸坯堆冷24h以上;连铸坯在均热工序中加热至中心温度为1130~1230℃,温度均匀性小于20℃,加热时间≥连铸坯厚度×1min/mm;The thickness of the continuous casting billet used is 150~320mm, and the continuous casting billet in the continuous casting process is heap-cooled for more than 24 hours; the continuous casting billet is heated to a center temperature of 1130~1230°C in the soaking process, and the temperature uniformity is less than 20°C. The heating time ≥Thickness of continuous casting slab×1min/mm;
轧制工序是对除鳞后的连铸坯进行再结晶区轧制和未再结晶区轧制,再结晶区轧制的累积变形量为连铸坯厚度的50%以上;The rolling process involves rolling the descaled continuous casting billet in the recrystallization zone and the non-recrystallization zone. The cumulative deformation of the recrystallization zone rolling is more than 50% of the thickness of the continuous casting billet;
中间坯待温780~990℃,待温厚度为2.0~4.0倍的成品厚度,到温后进行未再结晶区轧制,终轧温度控制在770~830℃;The intermediate billet is heated to 780-990°C, and the thickness is 2.0-4.0 times the thickness of the finished product. After reaching the temperature, the non-recrystallized area is rolled, and the final rolling temperature is controlled at 770-830°C;
弛豫工序中,弛豫至始冷温度为730℃~760℃;In the relaxation process, the relaxation to initial cooling temperature is 730℃~760℃;
冷却工序是自始冷温度进行层流冷却,返红温度控制在400~600℃,随后空冷至室温;The cooling process is laminar flow cooling from the initial cooling temperature, the red return temperature is controlled at 400-600°C, and then air-cooled to room temperature;
离线回火工序中,回火温度在500~600℃,并在此温度下保温20~40min,且保温时间与成品厚度成正比,随后自然冷却至室温。In the offline tempering process, the tempering temperature is between 500 and 600°C, and it is kept at this temperature for 20 to 40 minutes. The holding time is proportional to the thickness of the finished product, and then it is naturally cooled to room temperature.
前所述的一种低屈强比耐候桥梁钢制备方法,连铸坯的厚度增大,堆冷的时间随之增大,对于320mm的连铸坯,堆冷时间在48h以上。In the aforementioned method for preparing low-yield-ratio weather-resistant bridge steel, the thickness of the continuous casting billet increases, and the stack cooling time increases accordingly. For a 320mm continuous cast billet, the stack cooling time is more than 48 hours.
前所述的一种低屈强比耐候桥梁钢制备方法,钢板厚度8~80mm。The aforementioned method for preparing low-yield-strength-ratio weather-resistant bridge steel, the thickness of the steel plate is 8 to 80 mm.
前所述的一种低屈强比耐候桥梁钢制备方法,钢板屈服强度578MPa以上,抗拉强度698MPa以上,屈强比≤0.85,-40℃Akv在188J以上,延伸率≥20%;耐大气腐蚀性指数I≥6.5,I=I=26.01(%Cu)+3.88(%Ni)+1.20(%Cr)+1.49(%Si)+17.28(%P)-7.29(%Cu)(%Ni)-9.10(%Ni)(%P)-33.39(%Cu) 2The aforementioned method for preparing low-yield-ratio weather-resistant bridge steel, the yield strength of the steel plate is above 578MPa, the tensile strength is above 698MPa, the yield-strength ratio is ≤0.85, the Akv at -40°C is above 188J, and the elongation is ≥20%; it is resistant to the atmosphere. Corrosion index I≥6.5, I=I=26.01(%Cu)+3.88(%Ni)+1.20(%Cr)+1.49(%Si)+17.28(%P)-7.29(%Cu)(%Ni) -9.10(%Ni)(%P)-33.39(%Cu) 2 .
前所述的一种低屈强比耐候桥梁钢制备方法,钢板金相组织为回火贝氏体。In the aforementioned method for preparing low-yield-ratio weather-resistant bridge steel, the metallographic structure of the steel plate is tempered bainite.
本发明的有益效果是:The beneficial effects of the present invention are:
(1)本发明通过科学的成分设计及相匹配的控轧控冷+回火的制造方法,使得该耐候桥梁钢兼具低屈强比、高低温韧性和高延展性的特点;(1) Through scientific component design and matching manufacturing methods of controlled rolling, controlled cooling + tempering, the present invention enables the weather-resistant bridge steel to have the characteristics of low yield-strength ratio, high and low temperature toughness and high ductility;
(2)本发明中以回火贝氏体为主的组织类型实现了低屈强比和高低温韧性和高延伸性,各成分及含量的说明如下:(2) The structure type mainly composed of tempered bainite in the present invention achieves low yield ratio, high and low temperature toughness and high elongation. The description of each component and content is as follows:
C是钢中不可缺少的提高钢材强度及硬度的元素,对钢组织影响显著,C溶入基体形成间隙固溶体,起到固溶强化的作用,显著增加基体的强度;随着碳含量的增加,钢的抗拉强度和屈服极限会提高而延伸率、缺口冲击韧性则下降;当钢材中C含量较高时易加剧产生冷裂纹的,因此,本发明采用超低碳设计, 少量的C在钢中形成微合金元素碳化物,起到第二相强化和细化晶粒作用,本发明C百分含量设定为0.06%~0.09%;C is an indispensable element in steel that improves the strength and hardness of steel. It has a significant impact on the steel structure. C dissolves into the matrix to form an interstitial solid solution, which plays the role of solid solution strengthening and significantly increases the strength of the matrix. As the carbon content increases, The tensile strength and yield limit of steel will increase while the elongation and notched impact toughness will decrease; when the C content in the steel is high, it is easy to intensify and produce cold cracks. Therefore, the present invention adopts an ultra-low carbon design, and a small amount of C in the steel Microalloying element carbides are formed in the medium, which plays the role of strengthening the second phase and refining the grains. The C percentage in the present invention is set to 0.06% to 0.09%;
Mn是钢中一种主要元素,锰元素可以提高材料强度,虽然提高C含量或Cr也可提高强度,但碳元素过多影响成型性及焊接线,而Cr元素价格太高且储量有限,不利于降低成本,Mn元素在钢中还是防止热脆性的主要元素,综合考虑Mn的作用,本发明Mn百分含量设定为1.51%~1.65%;Mn is a main element in steel. Manganese element can improve the strength of the material. Although increasing the C content or Cr can also improve the strength, too much carbon element affects the formability and welding line. The Cr element is too expensive and has limited reserves, so it is not suitable for It is beneficial to reduce costs. The Mn element is still the main element in preventing thermal brittleness in steel. Considering the role of Mn comprehensively, the Mn percentage content in the present invention is set to 1.51% to 1.65%;
Si元素在钢中主要以很强的固溶强化形式提高钢的强度,也是炼钢脱氧的必要元素,可以提高耐大气腐蚀性能,但明显降低钢的塑性和韧性且显著降低钢的表面涂镀性能,因此,综合考虑强度、韧性、塑性等因素,本发明Si百分含量设定为0.15%~0.30%;Si element in steel mainly improves the strength of steel in the form of strong solid solution strengthening. It is also a necessary element for deoxidation in steelmaking. It can improve the resistance to atmospheric corrosion, but it significantly reduces the plasticity and toughness of steel and significantly reduces the surface coating of steel. Performance, therefore, taking into account strength, toughness, plasticity and other factors, the Si percentage in the present invention is set to 0.15% to 0.30%;
P促进锈层非晶态转变,一般而言,Cu、P复合具有最优的耐候效果,是比较经济的耐蚀元素,考虑到P导致低温脆性和裂纹敏感性,在重要焊接结构用耐候钢中,一般限制P的含量,本发明P百分含量控制窄区间为0.009%~0.015%;P promotes the amorphous transformation of the rust layer. Generally speaking, Cu and P composites have the best weather resistance effect and are relatively economical corrosion-resistant elements. Considering that P causes low-temperature brittleness and crack sensitivity, weather-resistant steel is used in important welded structures. , the content of P is generally limited, and the narrow range of P percentage control in the present invention is 0.009% to 0.015%;
Cu元素在钢中主要起到固溶强化作用,适量的铜可提高强度而不降低韧性,也可提高钢的耐蚀性,本发明Cu百分含量为0.30%~0.40%;The Cu element mainly plays a solid solution strengthening role in steel. An appropriate amount of copper can increase the strength without reducing the toughness, and can also improve the corrosion resistance of the steel. The percentage content of Cu in the present invention is 0.30% to 0.40%;
Ni是唯一能够改善低温冲击韧性(NDT、CTOD、DWTT等)的元素,也能有效的防止在连铸和热轧期间发生铜诱发的表面开裂,本发明Ni百分含量为0.30%~0.45%;Ni is the only element that can improve low-temperature impact toughness (NDT, CTOD, DWTT, etc.) and can also effectively prevent copper-induced surface cracking during continuous casting and hot rolling. The percentage of Ni in the present invention is 0.30% to 0.45%. ;
Cr是在实际工业生产中应用比较广泛,它对提高钢的屈服强度仅次于碳元素,对降低屈强比不利,且我国铬元素储量较少,所以降低了铬元素的含量,用Mn及Si元素代替,本发明Cr百分含量为0.45%~0.60%;Cr is widely used in actual industrial production. It is second only to carbon in improving the yield strength of steel and is detrimental to reducing the yield-strength ratio. Moreover, my country has small reserves of chromium, so the content of chromium is reduced. Mn and Instead of Si element, the Cr content in the present invention is 0.45% to 0.60%;
Mo是较强的固溶强化元素,强烈提高淬透性,可明显提高热硬性,并提高回火稳定性,显著降低回火脆性,本发明Mo百分含量为0.16%~0.25%;Mo is a strong solid solution strengthening element, which strongly improves hardenability, significantly improves hot hardness, improves tempering stability, and significantly reduces temper brittleness. The Mo percentage in the present invention is 0.16% to 0.25%;
V是中等程度的碳化物形成元素,可形成简单立方晶体结构的合金碳化物 VC,可进入渗碳体提高渗碳体稳定性,提高回火稳定性,本发明V百分含量为0.010%~0.030%;V is a moderate carbide-forming element that can form alloy carbide VC with a simple cubic crystal structure. It can enter cementite to improve cementite stability and tempering stability. The V percentage in the present invention is 0.010%~ 0.030%;
Ti可使C曲线右移,钛能显著提高强度,起到细化晶粒作用,也可提高钢的韧性,适量的Ti可以形成第二项质点,提高金属的韧性,本发明Ti百分含量为0.010%~0.020%。Ti can shift the C curve to the right. Titanium can significantly increase the strength, refine the grains, and also improve the toughness of steel. An appropriate amount of Ti can form the second mass point and improve the toughness of the metal. The percentage of Ti in the present invention It is 0.010%~0.020%.
附图说明Description of drawings
图1为实施例3中钢板的500倍光学金相组织图。Figure 1 is a 500x optical metallographic structure diagram of the steel plate in Example 3.
具体实施方式Detailed ways
实施例1Example 1
本实施例的550MPa级低屈强比耐候桥梁钢,其成分及质量百分比含量为:C:0.06%、Si:0.27%、Mn:1.65%、P:0.014%、S:0.0010%、Nb:0.020%、Ti:0.015%、V:0.010%、Ni:0.30%、Cu:0.35%、Cr:0.45%、Mo:0.18%、Alt:0.02%,余量为Fe及不可避免杂质。The composition and mass percentage of the 550MPa grade low-yield weathering bridge steel in this embodiment are: C: 0.06%, Si: 0.27%, Mn: 1.65%, P: 0.014%, S: 0.0010%, Nb: 0.020 %, Ti: 0.015%, V: 0.010%, Ni: 0.30%, Cu: 0.35%, Cr: 0.45%, Mo: 0.18%, Alt: 0.02%, the balance is Fe and unavoidable impurities.
原料通过冶炼、精炼、合金化、钙处理,得到钢水,钢水上板坯连铸,铸坯厚度为150mm的坯料,耐大气腐蚀性指数I为6.56。铸坯堆冷24小时以上,把坯料在1230℃下均热,温度均匀性小于20℃,加热150min后进行除鳞,随后进行两阶段轧制。再结晶区轧制温度是1080℃,总变形量为79%,中间坯厚度控制在成品厚度4倍。未再结晶区轧制开轧温度为990℃,达到最终产品厚度8mm,终轧为830℃。The raw materials are smelted, refined, alloyed, and calcium treated to obtain molten steel. The molten steel is continuously cast into slabs. The slab thickness is 150 mm, and the atmospheric corrosion resistance index I is 6.56. The cast billet is piled and cooled for more than 24 hours. The billet is soaked at 1230°C with a temperature uniformity of less than 20°C. It is heated for 150 minutes and then descaled, followed by two-stage rolling. The rolling temperature in the recrystallization zone is 1080°C, the total deformation is 79%, and the thickness of the intermediate billet is controlled to be 4 times the thickness of the finished product. The rolling opening temperature in the non-recrystallized area is 990°C, reaching a final product thickness of 8mm, and the final rolling temperature is 830°C.
终轧后进行弛豫至始冷温度730℃,对在始冷温度下的钢板进行层流冷却,返红温度为600℃,而后空冷至室温,然后对钢板进行回火,回火温度在600℃,并在此温度下保温20min。After final rolling, relax to the initial cooling temperature of 730°C. The steel plate at the initial cooling temperature is laminarly cooled. The red return temperature is 600°C, and then air-cooled to room temperature. Then the steel plate is tempered. The tempering temperature is 600°C. ℃, and keep it at this temperature for 20 minutes.
对控轧控冷+回火后的试样金相组织进行观察发现,显微组织类型为“回火贝氏体”组织,材料的屈服强度为592MPa,抗拉强度为698MPa,成品钢屈强比 为0.85,-40℃Akv为188J,延伸率A为20%。Observation of the metallographic structure of the sample after controlled rolling and controlled cooling + tempering found that the microstructure type is "tempered bainite" structure, the yield strength of the material is 592MPa, the tensile strength is 698MPa, and the yield strength of the finished steel The ratio is 0.85, the Akv at -40°C is 188J, and the elongation A is 20%.
实施例2Example 2
本实施例的550MPa级低屈强比耐候桥梁钢,其成分及质量百分比含量为:C:0.08%、Si:0.30%、Mn:1.60%、P:0.009%、S:0.0012%、Nb:0.035%、Ti:0.020%、V:0.017%、Ni:0.34%、Cu:0.30%、Cr:0.60%、Mo:0.16%、Alt:0.04%,余量为Fe及不可避免杂质。原料通过冶炼、精炼、合金化、钙处理,得到钢水,钢水上板坯连铸,铸坯厚度为320mm的坯料,耐大气腐蚀性指数I为6.67。铸坯堆冷48h以上,把坯料在1150℃均热,温度均匀性小于20℃,加热336min后进行除鳞,随后进行两阶段轧制。再结晶区轧制温度是1060℃,总变形量为53%,中间坯厚度控制在成品厚度2.5倍。未再结晶区轧制开轧温度为840℃,达到最终产品厚度60mm,终轧温度为800℃。The composition and mass percentage of the 550MPa grade low-yield weathering bridge steel in this embodiment are: C: 0.08%, Si: 0.30%, Mn: 1.60%, P: 0.009%, S: 0.0012%, Nb: 0.035 %, Ti: 0.020%, V: 0.017%, Ni: 0.34%, Cu: 0.30%, Cr: 0.60%, Mo: 0.16%, Alt: 0.04%, the balance is Fe and unavoidable impurities. The raw materials are smelted, refined, alloyed, and calcium treated to obtain molten steel. The slab is cast continuously on the molten steel. The slab thickness is 320 mm, and the atmospheric corrosion resistance index I is 6.67. The slab is cooled for more than 48 hours, and the slab is heated at 1150°C with a temperature uniformity of less than 20°C. It is heated for 336 minutes and then descaled, followed by two-stage rolling. The rolling temperature in the recrystallization zone is 1060°C, the total deformation is 53%, and the thickness of the intermediate billet is controlled to be 2.5 times the finished product thickness. The rolling opening temperature in the non-recrystallized area is 840°C, reaching a final product thickness of 60mm, and the final rolling temperature is 800°C.
终轧后进行弛豫处理至始冷温度750℃,对在始冷温度下的钢板进行层流冷却,返红温度为450℃,而后空冷至室温,然后对钢板进行回火,回火温度在550℃,并在此温度下保温35min。After the final rolling, relaxation treatment is performed to the initial cooling temperature of 750°C. The steel plate at the initial cooling temperature is laminarly cooled to a red temperature of 450°C, and then air-cooled to room temperature, and then the steel plate is tempered. The tempering temperature is between 550℃, and keep it at this temperature for 35min.
对控轧控冷+回火后的试样金相组织进行观察发现,显微组织类型为“回火贝氏体”组织,材料的屈服强度为583MPa,抗拉强度为703MPa,成品钢屈强比为0.83,-40℃Akv为215J,延伸率A为21%。Observation of the metallographic structure of the sample after controlled rolling and controlled cooling + tempering found that the microstructure type is "tempered bainite" structure, the yield strength of the material is 583MPa, the tensile strength is 703MPa, and the yield strength of the finished steel The ratio is 0.83, the Akv at -40°C is 215J, and the elongation A is 21%.
实施例3Example 3
本实施例的550MPa级低屈强比耐候桥梁钢,其成分及质量百分比含量为:C:0.09%、Si:0.15%、Mn:1.55%、P:0.011%、S:0.0020%、Nb:0.040%、Ti:0.017%、V:0.030%、Ni:0.45%、Cu:0.34%、Cr:0.50%、Mo:0.25%、Alt:0.02%,余量为Fe及不可避免杂质。原料通过冶炼、精炼、合金化、钙处理,得到钢水,钢水上板坯连铸,铸坯厚度为320mm的坯料,耐大气腐蚀性指数I为6.58。铸坯堆冷48h以上,把坯料在1130℃均热,温度均匀性小于20℃,加 热320min后进行除鳞,随后进行两阶段轧制。再结晶区轧制温度是1040℃,粗轧总变形量为50%,中间坯厚度控制在成品厚度2.0倍。未再结晶区轧制开轧温度为780℃,达到最终产品厚度80mm,终轧温度为770℃。The composition and mass percentage of the 550MPa grade low-yield weathering bridge steel in this embodiment are: C: 0.09%, Si: 0.15%, Mn: 1.55%, P: 0.011%, S: 0.0020%, Nb: 0.040 %, Ti: 0.017%, V: 0.030%, Ni: 0.45%, Cu: 0.34%, Cr: 0.50%, Mo: 0.25%, Alt: 0.02%, the balance is Fe and unavoidable impurities. The raw materials are smelted, refined, alloyed, and calcium treated to obtain molten steel, which is then continuously cast into slabs. The slab thickness is 320 mm, and the atmospheric corrosion resistance index I is 6.58. The cast slab is pile-cooled for more than 48 hours. The slab is uniformly heated at 1130°C with a temperature uniformity of less than 20°C. It is heated for 320 minutes and then descaled, followed by two-stage rolling. The rolling temperature in the recrystallization zone is 1040°C, the total deformation of rough rolling is 50%, and the thickness of the intermediate billet is controlled to be 2.0 times the thickness of the finished product. The rolling opening temperature in the non-recrystallized area is 780°C, reaching a final product thickness of 80mm, and the final rolling temperature is 770°C.
终轧后进行弛豫处理至始冷温度760℃,对在始冷温度下的钢板进行层流冷却,返红温度为400℃,而后空冷至室温,然后对钢板进行回火,回火温度在500℃,并在此温度下保温40min。After the final rolling, relaxation treatment is performed to the initial cooling temperature of 760°C. The steel plate at the initial cooling temperature is laminarly cooled to a red temperature of 400°C, and then air-cooled to room temperature. Then the steel plate is tempered at a tempering temperature of 500℃, and keep it at this temperature for 40 minutes.
对控轧控冷+回火后的试样金相组织进行观察发现,低倍镜下的显微组织类型为“回火贝氏体”组织,组织结构的均匀性好,材料的屈服强度为578MPa,抗拉强度为705MPa,成品钢屈强比为0.82,-40℃Akv为204J,延伸率A为22%。Observing the metallographic structure of the sample after controlled rolling and controlled cooling + tempering, it was found that the microstructure type under low magnification is "tempered bainite" structure, the uniformity of the structure is good, and the yield strength of the material is 578MPa, the tensile strength is 705MPa, the yield ratio of the finished steel is 0.82, the Akv at -40°C is 204J, and the elongation A is 22%.
实施例4Example 4
本实施例的550MPa级低屈强比耐候桥梁钢,其成分及质量百分比含量为:C:0.07%、Si:0.21%、Mn:1.51%、P:0.015%、S:0.0015%、Nb:0.050%、Ti:0.010%、V:0.020%、Ni:0.41%、Cu:0.40%、Cr:0.48%、Mo:0.20%、Alt:0.025%,余量为Fe及不可避免杂质。原料通过冶炼、精炼、合金化、钙处理,得到钢水,钢水上板坯连铸,铸坯厚度为260mm的坯料,耐大气腐蚀性指数I为6.55。铸坯堆冷36h以上,把坯料在1200℃均热,温度均匀性小于20℃,加热286min后进行除鳞,随后进行两阶段轧制。再结晶区精轧温度是1100℃,粗轧总变形量为63%,中间坯厚度控制在成品厚度3.0倍。未再结晶区轧制开轧温度为870℃,达到最终产品厚度32mm,终轧温度为820℃。The composition and mass percentage of the 550MPa grade low-yield weathering bridge steel in this embodiment are: C: 0.07%, Si: 0.21%, Mn: 1.51%, P: 0.015%, S: 0.0015%, Nb: 0.050 %, Ti: 0.010%, V: 0.020%, Ni: 0.41%, Cu: 0.40%, Cr: 0.48%, Mo: 0.20%, Alt: 0.025%, the balance is Fe and unavoidable impurities. The raw materials are smelted, refined, alloyed, and calcium treated to obtain molten steel. The slab is continuously cast on the molten steel. The thickness of the cast slab is 260 mm, and the atmospheric corrosion resistance index I is 6.55. The cast billet is piled and cooled for more than 36 hours, and the billet is soaked at 1200°C with a temperature uniformity of less than 20°C. It is heated for 286 minutes and then descaled, followed by two-stage rolling. The finishing rolling temperature in the recrystallization zone is 1100°C, the total rough rolling deformation is 63%, and the thickness of the intermediate billet is controlled to be 3.0 times the finished product thickness. The rolling opening temperature in the non-recrystallized area is 870°C, reaching a final product thickness of 32mm, and the final rolling temperature is 820°C.
终轧后进行弛豫处理至始冷温度740℃,对在始冷温度下的钢板进行层流冷却,返红温度为540℃,而后空冷至室温,然后对钢板进行回火,回火温度在530℃,并在此温度下保温30min。After the final rolling, relaxation treatment is performed to the initial cooling temperature of 740°C. The steel plate at the initial cooling temperature is laminarly cooled to a red temperature of 540°C, and then air-cooled to room temperature, and then the steel plate is tempered. The tempering temperature is between 530℃, and keep it at this temperature for 30 minutes.
对控轧控冷+回火后的试样金相组织进行观察发现,显微组织类型为“回火贝氏体”组织,材料的屈服强度为586MPa,抗拉强度为724MPa,成品钢屈强比 为0.81,-40℃Akv为333J,延伸率A为21%。Observation of the metallographic structure of the sample after controlled rolling and controlled cooling + tempering found that the microstructure type is "tempered bainite" structure, the yield strength of the material is 586MPa, the tensile strength is 724MPa, and the yield strength of the finished steel The ratio is 0.81, the Akv at -40°C is 333J, and the elongation A is 21%.
从上述实施例可知,采用中厚板轧机生产的这种550MPa级低屈强比耐候桥梁钢,通过其成分设计辅助控轧控冷+离线回火的制造工艺,有效的降低了耐候桥梁钢的屈强比,能够保证成品钢的屈强比≤0.85。It can be seen from the above examples that the 550MPa low-yield-strength-ratio weather-resistant bridge steel produced by the medium-thick plate rolling mill can effectively reduce the manufacturing process of weather-resistant bridge steel through its composition design to assist controlled rolling, controlled cooling + offline tempering. The yield-to-strength ratio can ensure that the yield-to-strength ratio of the finished steel is ≤0.85.
除上述实施例外,本发明还可以有其他实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本发明要求的保护范围。In addition to the above embodiments, the present invention may also have other embodiments. Any technical solution formed by equivalent substitution or equivalent transformation falls within the protection scope of the present invention.

Claims (8)

  1. 一种低屈强比耐候桥梁钢,其特征在于:其化学成分及质量百分比如下:C:0.06%~0.09%、Si:0.15%~0.30%、Mn:1.51%~1.65%、P:0.009%~0.015%、S≤0.002%、Nb:0.020%~0.050%、Ti:0.010%~0.020%、V:0.010%~0.030%、Cu:0.30%~0.40%、Ni:0.30%~0.45%、Cr:0.45%~0.60%、Mo:0.16%~0.25%、Alt:0.02%~0.04%,余量为Fe及不可避免的夹杂。A kind of low yield ratio weather-resistant bridge steel, characterized by: its chemical composition and mass percentage are as follows: C: 0.06% ~ 0.09%, Si: 0.15% ~ 0.30%, Mn: 1.51% ~ 1.65%, P: 0.009% ~0.015%, S≤0.002%, Nb: 0.020%~0.050%, Ti: 0.010%~0.020%, V: 0.010%~0.030%, Cu: 0.30%~0.40%, Ni: 0.30%~0.45%, Cr : 0.45% ~ 0.60%, Mo: 0.16% ~ 0.25%, Alt: 0.02% ~ 0.04%, the balance is Fe and inevitable inclusions.
  2. 根据权利要求1所述的一种低屈强比耐候桥梁钢,其特征在于:其化学成分及质量百分比如下:C:0.06%~0.07%、Si:0.20%~0.30%、Mn:1.56%~1.65%、P:0.011%~0.015%、S≤0.002%、Nb:0.020%~0.040%、Ti:0.010%~0.020%、V:0.010%~0.030%、Cu:0.32%~0.36%、Ni:0.35%~0.45%、Cr:0.45%~0.60%、Mo:0.16%~0.20%、Alt:0.02%~0.04%,余量为Fe及不可避免的夹杂。A low yield ratio weather-resistant bridge steel according to claim 1, characterized in that its chemical composition and mass percentage are as follows: C: 0.06% ~ 0.07%, Si: 0.20% ~ 0.30%, Mn: 1.56% ~ 1.65%, P: 0.011%~0.015%, S≤0.002%, Nb: 0.020%~0.040%, Ti: 0.010%~0.020%, V: 0.010%~0.030%, Cu: 0.32%~0.36%, Ni: 0.35% to 0.45%, Cr: 0.45% to 0.60%, Mo: 0.16% to 0.20%, Alt: 0.02% to 0.04%, and the balance is Fe and inevitable inclusions.
  3. 根据权利要求1所述的一种低屈强比耐候桥梁钢,其特征在于:其化学成分及质量百分比如下:C:0.07%~0.09%、Si:0.17%~0.20%、Mn:1.54%~1.59%、P:0.009%~0.015%、S≤0.002%、Nb:0.030%~0.040%、Ti:0.010%~0.020%、V:0.015%~0.025%、Cu:0.30%~0.35%、Ni:0.30%~0.40%、Cr:0.45%~0.55%、Mo:0.20%~0.25%、Alt:0.02%~0.04%,余量为Fe及不可避免的夹杂。A low yield ratio weather-resistant bridge steel according to claim 1, characterized in that its chemical composition and mass percentage are as follows: C: 0.07% ~ 0.09%, Si: 0.17% ~ 0.20%, Mn: 1.54% ~ 1.59%, P: 0.009%~0.015%, S≤0.002%, Nb: 0.030%~0.040%, Ti: 0.010%~0.020%, V: 0.015%~0.025%, Cu: 0.30%~0.35%, Ni: 0.30% to 0.40%, Cr: 0.45% to 0.55%, Mo: 0.20% to 0.25%, Alt: 0.02% to 0.04%, and the balance is Fe and inevitable inclusions.
  4. 一种低屈强比耐候桥梁钢制备方法,其特征在于:应用于权利要求1-3任意一项,包括冶炼、连铸、均热、轧制、弛豫、冷却以及离线回火:A method for preparing low-yield-strength-ratio weather-resistant bridge steel, which is characterized in that: applied to any one of claims 1-3, including smelting, continuous casting, soaking, rolling, relaxation, cooling and off-line tempering:
    采用的连铸坯厚度为150~320mm,连铸工序的连铸坯堆冷24h以上;连铸坯在均热工序中加热至中心温度为1130~1230℃,温度均匀性小于20℃,加热时间≥连铸坯厚度×1min/mm;The thickness of the continuous casting billet used is 150~320mm, and the continuous casting billet in the continuous casting process is heap-cooled for more than 24 hours; the continuous casting billet is heated to a center temperature of 1130~1230°C in the soaking process, and the temperature uniformity is less than 20°C. The heating time ≥Thickness of continuous casting slab×1min/mm;
    轧制工序是对除鳞后的连铸坯进行再结晶区轧制和未再结晶区轧制,再结晶区轧制的累积变形量为连铸坯厚度的50%以上;The rolling process is to carry out rolling in the recrystallization zone and non-recrystallization zone of the descaled continuous casting billet. The cumulative deformation of the recrystallization zone rolling is more than 50% of the thickness of the continuous casting billet;
    中间坯待温780~990℃,待温厚度为2.0~4.0倍的成品厚度,到温后进行未再结晶区轧制,终轧温度控制在770~830℃;The intermediate billet is heated to 780-990°C, and the thickness is 2.0-4.0 times the thickness of the finished product. After reaching the temperature, the non-recrystallized area is rolled, and the final rolling temperature is controlled at 770-830°C;
    弛豫工序中,弛豫至始冷温度为730℃~760℃;In the relaxation process, the relaxation to initial cooling temperature is 730℃~760℃;
    冷却工序是自始冷温度进行层流冷却,返红温度控制在400~600℃,随后空冷至室温;The cooling process is laminar flow cooling from the initial cooling temperature, the red return temperature is controlled at 400-600°C, and then air-cooled to room temperature;
    离线回火工序中,回火温度在500~600℃,并在此温度下保温20~40min,且保温时间与成品厚度成正比,随后自然冷却至室温。In the offline tempering process, the tempering temperature is between 500 and 600°C, and it is kept at this temperature for 20 to 40 minutes. The holding time is proportional to the thickness of the finished product, and then it is naturally cooled to room temperature.
  5. 根据权利要求4所述的一种低屈强比耐候桥梁钢制备方法,其特征在于:连铸坯的厚度增大,堆冷的时间随之增大,对于320mm的连铸坯,堆冷时间在48h以上。A method for preparing low-yield-ratio weather-resistant bridge steel according to claim 4, characterized in that: as the thickness of the continuous casting billet increases, the stack cooling time increases. For a 320mm continuous casting billet, the stack cooling time above 48h.
  6. 根据权利要求4所述的一种低屈强比耐候桥梁钢制备方法,其特征在于:钢板厚度8~80mm。A method for preparing low-yield-ratio weather-resistant bridge steel according to claim 4, characterized in that: the thickness of the steel plate is 8 to 80 mm.
  7. 根据权利要求4所述的一种低屈强比耐候桥梁钢制备方法,其特征在于:钢板屈服强度578MPa以上,抗拉强度698MPa以上,屈强比≤0.85,-40℃Akv在188J以上,延伸率≥20%;耐大气腐蚀性指数I≥6.5,I=I=26.01(%Cu)+3.88(%Ni)+1.20(%Cr)+1.49(%Si)+17.28(%P)-7.29(%Cu)(%Ni)-9.10(%Ni)(%P)-33.39(%Cu)2。A method for preparing low-yield-ratio weather-resistant bridge steel according to claim 4, characterized in that: the steel plate yield strength is above 578MPa, the tensile strength is above 698MPa, the yield-strength ratio is ≤0.85, -40°C Akv is above 188J, and the extension Rate ≥ 20%; atmospheric corrosion resistance index I ≥ 6.5, I = I = 26.01 (% Cu) + 3.88 (% Ni) + 1.20 (% Cr) + 1.49 (% Si) + 17.28 (% P) - 7.29 ( %Cu)(%Ni)-9.10(%Ni)(%P)-33.39(%Cu)2.
  8. 根据权利要求4所述的一种低屈强比耐候桥梁钢制备方法,其特征在于:钢板金相组织为回火贝氏体。A method for preparing low-yield-ratio weather-resistant bridge steel according to claim 4, characterized in that: the metallographic structure of the steel plate is tempered bainite.
PCT/CN2022/114327 2022-07-22 2022-08-23 Low-yield-ratio weather-resistant bridge steel and manufacturing method WO2024016419A1 (en)

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