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CN110724805A - A kind of preparation method of high-strength earthquake-resistant steel for construction - Google Patents
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CN110724805A - A kind of preparation method of high-strength earthquake-resistant steel for construction - Google Patents

A kind of preparation method of high-strength earthquake-resistant steel for construction Download PDF

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CN110724805A
CN110724805A CN201911007968.6A CN201911007968A CN110724805A CN 110724805 A CN110724805 A CN 110724805A CN 201911007968 A CN201911007968 A CN 201911007968A CN 110724805 A CN110724805 A CN 110724805A
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steel
rolling
temperature
strength
cooling
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李霞
梁丰春
郑新香
张凯强
陈世光
陈宝元
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Henan Hui Rui Intelligent Technology Co Ltd
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Henan Hui Rui Intelligent Technology Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D8/00Modifying the physical properties of ferrous metals or ferrous alloys by deformation combined with, or followed by, heat treatment
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D2211/00Microstructure comprising significant phases
    • C21D2211/001Austenite

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  • Thermal Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Mechanical Engineering (AREA)
  • Materials Engineering (AREA)
  • Metallurgy (AREA)
  • Organic Chemistry (AREA)
  • Heat Treatment Of Steel (AREA)

Abstract

本发明公开了一种建筑用高强度抗震钢材制备方法,建筑用高强度抗震钢材制备方法如下:步骤一:对钢胚进行加热,理论上讲,普通钢材的加热温度即为奥氏体均匀化温度。本发明在对钢材进行轧制的过程中采用两阶段工艺,在第一阶段,原轧制工艺采用14.58%的平均压下率,优化工艺采用12.42%的平均压下率,达到相同的中间坯厚度,在第二阶段,原轧制工艺末三道次的总压下率为40.44%,优化工艺则为36.01%,轧制温度相同,第一阶段均为奥氏体再结晶区变形,第二阶段均为奥氏体未再结晶区轧制,优化工艺所得钢材的铁素体晶粒尺寸较大,在保证强度和韧性的基础上应当使铁素体晶粒适当粗化,可降低屈强比,保证钢材的稳定性,从而提高钢材的抗震性能。The invention discloses a preparation method of high-strength anti-seismic steel for construction. The preparation method of high-strength anti-vibration steel for construction is as follows: Step 1: heating steel billets. In theory, the heating temperature of ordinary steel is the homogenization of austenite temperature. The present invention adopts a two-stage process in the process of rolling the steel. In the first stage, the original rolling process adopts an average reduction ratio of 14.58%, and the optimized process adopts an average reduction ratio of 12.42% to achieve the same intermediate billet. Thickness, in the second stage, the total reduction rate of the last three passes of the original rolling process is 40.44%, while that of the optimized process is 36.01%, and the rolling temperature is the same. The second stage is rolling in the non-recrystallized area of austenite. The ferrite grain size of the steel obtained by the optimized process is large. On the basis of ensuring strength and toughness, the ferrite grain should be properly coarsened, which can reduce the yield. The strength ratio ensures the stability of the steel, thereby improving the seismic performance of the steel.

Description

一种建筑用高强度抗震钢材制备方法A kind of preparation method of high-strength earthquake-resistant steel for construction

技术领域technical field

本发明涉及建筑钢材技术领域,具体为一种建筑用高强度抗震钢材制备方法。The invention relates to the technical field of construction steel, in particular to a method for preparing high-strength seismic-resistant steel for construction.

背景技术Background technique

近20年来,我国的高层建筑业取得了很大进展,涌现出大量的以钢骨架为主的高层、超高层大厦,这就要求所使用的钢材除了具备一般结构材料所要求的高强度、高韧性、可焊接性以外,还要求具有高抗震能力,一次次大地震所造成的灾难性后果,促使人们高度重视高强度建筑用钢材的抗震性能,一般来说,屈服强度与抗拉强度的比值(即屈强比)越低,钢材的塑性变形能力越好,能吸收的地震能量越多,其抗震性就越好,控制轧制和控制冷却是提高钢材综合性能的有效途径,但在实际生产中,如何在保证强度和韧性的同时降低屈强比,一直是钢材轧制控制的难点。In the past 20 years, my country's high-rise building industry has made great progress, and a large number of high-rise and super-high-rise buildings with steel skeletons have emerged. In addition to toughness and weldability, high seismic resistance is also required. The catastrophic consequences caused by major earthquakes have prompted people to attach great importance to the seismic performance of high-strength construction steel. Generally speaking, the ratio of yield strength to tensile strength The lower the yield-strength ratio, the better the plastic deformation ability of the steel, the more seismic energy it can absorb, and the better its seismic resistance. Controlled rolling and controlled cooling are effective ways to improve the comprehensive performance of steel, but in practice In production, how to reduce the yield ratio while ensuring strength and toughness has always been a difficulty in steel rolling control.

现有的钢材在轧制步骤中,通过增加道次压下量,获得更为细小的奥氏体晶粒,为奥氏体向铁素体形变核提供更多位置,从而细化铁素体晶粒,在未再结晶区的变形过程中,由于末三道次变形量较大,最终使得铁素体晶粒尺寸细小,铁素体晶粒细化,可使屈服强度变大,而作为硬质相珠光体的体积分数和片层间距是影响抗拉强度的主要原因,当珠光体的片层间距及体积分数基本相同时,抗拉强度也基本相同,因此,铁素体晶粒越细,屈服强度越高,在抗拉强度基本相同条件下,屈强比将随之变大,所以,对于屈强比要求较高的钢材,铁素体晶粒太细不利于钢材的性能稳定性。In the rolling step of the existing steel, finer austenite grains are obtained by increasing the rolling reduction, which provides more positions for the deformation nucleus of austenite to ferrite, thereby refining the ferrite In the deformation process of the unrecrystallized area, due to the large amount of deformation in the last three passes, the size of the ferrite grains is finally made fine, and the ferrite grains are refined, which can increase the yield strength, and as a The volume fraction and lamellar spacing of hard phase pearlite are the main factors affecting the tensile strength. When the lamellar spacing and volume fraction of pearlite are basically the same, the tensile strength is also basically the same. The higher the yield strength is, the higher the yield ratio will be under the condition of basically the same tensile strength. Therefore, for steels with high yield ratio requirements, too fine ferrite grains are not conducive to the performance stability of the steel. sex.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种建筑用高强度抗震钢材制备方法,以解决上述背景技术中提出的问题。The purpose of the present invention is to provide a preparation method of high-strength seismic-resistant steel for construction, so as to solve the problems raised in the above background technology.

为实现上述目的,本发明提供如下技术方案:一种建筑用高强度抗震钢材制备方法,建筑用高强度抗震钢材制备方法如下:In order to achieve the above purpose, the present invention provides the following technical solutions: a preparation method of high-strength seismic-resistant steel for construction, and the preparation method of high-strength seismic-resistant steel for construction is as follows:

步骤一:对钢胚进行加热,理论上讲,普通钢材的加热温度即为奥氏体均匀化温度,目的是降低变形阻力和弥补工序间的温度降低,加热温度应该在1250℃以上,但是,由于温度过高可能弱化奥氏体品粒的结介力,并使组织过分粗化而导致最后性能恶化,因此,加热温度在1180℃`左右,在炉内保温时间为3小时以上并,保证各部分的温差小于20℃;Step 1: Heating the steel billet. In theory, the heating temperature of ordinary steel is the austenite homogenization temperature. The purpose is to reduce the deformation resistance and make up for the temperature drop between processes. The heating temperature should be above 1250 °C, but, Because the temperature is too high, the intercalation force of the austenite grains may be weakened, and the structure will be excessively coarsened, which will lead to the deterioration of the final performance. Therefore, the heating temperature is about 1180 ° C, and the holding time in the furnace is more than 3 hours to ensure that The temperature difference of each part is less than 20℃;

步骤二:进行轧制,在第一阶段,采用12.42%的平均压下率,达到一定的中间胚厚度,在第二阶段,结品区轧制末三道次的总压下率为36.01%,轧制的终了温度控制在950℃以上,中间胚厚度约为成品厚度的2.5-4倍;Step 2: Rolling is carried out. In the first stage, the average reduction rate of 12.42% is used to achieve a certain intermediate blank thickness. In the second stage, the total reduction rate of the last three passes in the final product area is 36.01%. , the final temperature of rolling is controlled above 950 ℃, and the thickness of the intermediate embryo is about 2.5-4 times the thickness of the finished product;

步骤三:对再结品后的奥氏体进行控制冷却,精轧工序后,钢材离开精轧机,送至钢材控制冷却系统,根据钢种和相应的工艺,钢材空冷通过控制冷却系统或者进行控制冷却,控制冷却系统以相应的水量和不同的冷却速度进行冷却。Step 3: Controlled cooling of the refinished austenite. After the finishing rolling process, the steel leaves the finishing mill and is sent to the steel control cooling system. According to the steel type and the corresponding process, the steel air-cooling is controlled by the cooling system or the control system. Cooling, control the cooling system to cool with the corresponding amount of water and different cooling rates.

优选地,钢材在成品轧制的最后一个道次抛钢后,由辊道运送直接进入ACC装置,钢材通过ACC装置时,上、下两面同时喷水进行快速冷却,使钢材的温度由约700~800℃(即奥氏体区或双向区)快速下降至600~650℃(ACC控制冷却),厚度在25mm以上的钢材,通过ACC装置的速度约在0.3—1.0m/see之间;厚度小于25mm的钢材,通过速度最高可达3.0m/sec。Preferably, after the steel is cast in the last pass of finished rolling, the steel is transported by the roller table and directly enters the ACC device. When the steel passes through the ACC device, the upper and lower sides are simultaneously sprayed with water for rapid cooling, so that the temperature of the steel is reduced from about 700 ~800℃ (i.e. austenite zone or bidirectional zone) drops rapidly to 600~650℃ (ACC controlled cooling), the thickness of steel above 25mm, the speed of passing through ACC device is about 0.3-1.0m/see; thickness For steel less than 25mm, the maximum passing speed can reach 3.0m/sec.

优选地,奥氏体再结晶区轧制时,要求每道次的压下率大于临界变形率,不断通过再结晶细化晶粒。Preferably, when rolling in the austenite recrystallization zone, the reduction rate of each pass is required to be greater than the critical deformation rate, and the grains are continuously refined through recrystallization.

优选地,若要对钢材进行矫直,矫直温度一般控制在600℃以上,然后在600~400℃之间缓冷。Preferably, if the steel is to be straightened, the straightening temperature is generally controlled above 600°C, and then slowly cooled between 600 and 400°C.

优选地,对于含有微合金元素的高级钢坯,加热温度取上限。Preferably, for high-grade steel billets containing microalloying elements, the heating temperature is taken as an upper limit.

优选地,非再结晶区轧制后加工硬化的奥氏体在不同的冷却速率下发生相变。Preferably, the work-hardened austenite undergoes phase transformation at different cooling rates after rolling in the non-recrystallized zone.

与现有技术相比,本发明的有益效果是:本发明在对钢材进行轧制的过程中采用两阶段工艺,在第一阶段,原轧制工艺采用14.58%的平均压下率,优化工艺采用12.42%的平均压下率,达到相同的中间坯厚度,在第二阶段,原轧制工艺末三道次的总压下率为40.44%,优化工艺则为36.01%,轧制温度相同,第一阶段均为奥氏体再结晶区变形,第二阶段均为奥氏体未再结晶区轧制,原轧制工艺所得钢材的平均晶粒尺寸大于优化工艺所得的钢材的平均晶粒尺寸,优化工艺所得钢材的铁素体晶粒尺寸较大,但两者珠光体片层间距的差别很小,对于屈强比要求较高的产品,在保证强度和韧性的基础上应当使铁素体晶粒适当粗化,可降低屈强比,保证钢材的稳定性,从而提高钢材的抗震性能。Compared with the prior art, the beneficial effects of the present invention are: the present invention adopts a two-stage process in the process of rolling the steel, and in the first stage, the original rolling process adopts an average reduction ratio of 14.58%, and the optimized process The average reduction ratio of 12.42% was adopted to achieve the same intermediate billet thickness. In the second stage, the total reduction ratio of the last three passes of the original rolling process was 40.44%, while that of the optimized process was 36.01%, and the rolling temperature was the same. The first stage is the deformation of the austenite recrystallization zone, and the second stage is rolling in the austenite unrecrystallized zone. The average grain size of the steel obtained by the original rolling process is larger than that of the steel obtained by the optimized process. , the ferrite grain size of the steel obtained by the optimized process is larger, but the difference between the pearlite lamellae between the two is very small. Appropriate coarsening of the bulk grains can reduce the yield-to-strength ratio, ensure the stability of the steel, and thus improve the seismic performance of the steel.

具体实施方式Detailed ways

下面将对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be described clearly and completely below. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

实施例1Example 1

本发明提供的一种建筑用高强度抗震钢材制备方法,建筑用高强度抗震钢材制备方法如下:The present invention provides a method for preparing high-strength anti-seismic steel for construction, and the method for preparing high-strength anti-vibration steel for construction is as follows:

步骤一:对钢胚进行加热,理论上讲,普通钢材的加热温度即为奥氏体均匀化温度,目的是降低变形阻力和弥补工序间的温度降低,加热温度应该在1250℃以上,但是,由于温度过高可能弱化奥氏体品粒的结介力,并使组织过分粗化而导致最后性能恶化,因此,加热温度在1180℃`左右,在炉内保温时间为3小时以上并,保证各部分的温差小于20℃;Step 1: Heating the steel billet. In theory, the heating temperature of ordinary steel is the austenite homogenization temperature. The purpose is to reduce the deformation resistance and make up for the temperature drop between processes. The heating temperature should be above 1250 °C, but, Because the temperature is too high, the intercalation force of the austenite grains may be weakened, and the structure will be excessively coarsened, which will lead to the deterioration of the final performance. Therefore, the heating temperature is about 1180 ° C, and the holding time in the furnace is more than 3 hours to ensure that The temperature difference of each part is less than 20℃;

步骤二:进行轧制,在第一阶段,采用12.42%的平均压下率,达到一定的中间胚厚度,在第二阶段,结品区轧制末三道次的总压下率为36.01%,轧制的终了温度控制在950℃以上,中间胚厚度约为成品厚度的2.5-4倍;Step 2: Rolling is carried out. In the first stage, the average reduction rate of 12.42% is used to achieve a certain intermediate blank thickness. In the second stage, the total reduction rate of the last three passes in the final product area is 36.01%. , the final temperature of rolling is controlled above 950 ℃, and the thickness of the intermediate embryo is about 2.5-4 times the thickness of the finished product;

步骤三:对再结品后的奥氏体进行控制冷却,精轧工序后,钢材离开精轧机,送至钢材控制冷却系统,根据钢种和相应的工艺,钢材空冷通过控制冷却系统或者进行控制冷却,控制冷却系统以相应的水量和不同的冷却速度进行冷却。Step 3: Controlled cooling of the refinished austenite. After the finishing rolling process, the steel leaves the finishing mill and is sent to the steel control cooling system. According to the steel type and the corresponding process, the steel air-cooling is controlled by the cooling system or the control system. Cooling, control the cooling system to cool with the corresponding amount of water and different cooling rates.

在本实施例中,轧制过程第一阶段采用12.42%的平均压下率,第二阶段末三道次的总压下率为36.01%,第一阶段均为奥氏体再结晶区变形,第二阶段均为奥氏体未再结晶区轧制,原轧制工艺所得钢材的平均晶粒尺寸大于优化工艺所得的钢材的平均晶粒尺寸,优化工艺所得钢材的铁素体晶粒尺寸较大,但两者珠光体片层间距的差别很小,对于屈强比要求较高的产品,在保证强度和韧性的基础上应当使铁素体晶粒适当粗化,可降低屈强比,保证钢材的稳定性,从而提高钢材的抗震性能。In this embodiment, the average reduction ratio of 12.42% is adopted in the first stage of the rolling process, the total reduction ratio of the last three passes of the second stage is 36.01%, and the first stage is all deformed in the austenite recrystallization zone. The second stage is rolling in the non-recrystallized area of austenite. The average grain size of the steel obtained by the original rolling process is larger than that of the steel obtained by the optimized process. The ferrite grain size of the steel obtained by the optimized process is larger than that of the steel obtained by the optimized process. However, the difference between the two pearlite lamellae is very small. For products with high yield-strength ratio requirements, the ferrite grains should be properly coarsened on the basis of ensuring strength and toughness, which can reduce the yield-strength ratio. To ensure the stability of the steel, thereby improving the seismic performance of the steel.

实施例2Example 2

钢材在成品轧制的最后一个道次抛钢后,由辊道运送直接进入ACC装置,钢材通过ACC装置时,上、下两面同时喷水进行快速冷却,使钢材的温度由约700~800℃(即奥氏体区或双向区)快速下降至600~650℃(ACC控制冷却),厚度在25mm以上的钢材,通过ACC装置的速度约在0.3—1.0m/see之间;厚度小于25mm的钢材,通过速度最高可达3.0m/sec,在本实施例中,控冷工艺参数的最大区别在于冷却速率和强制冷却的温度范围(冷却开始温度和冷却停止温度),不同的冷却速率和强制冷却的温度范围对于轧制过程中和冷却过程之后钢材的微观结构有不同影响,对于不需要加速冷却的钢材,在通过ACC装置时,不予喷水。After the steel is cast in the last pass of finished rolling, it is transported by the roller table and directly enters the ACC device. When the steel passes through the ACC device, the upper and lower sides are simultaneously sprayed with water for rapid cooling, so that the temperature of the steel is about 700-800 ° C. (i.e. austenite zone or bidirectional zone) rapidly drops to 600-650℃ (ACC controlled cooling), steel with a thickness of more than 25mm, the speed of passing through the ACC device is about 0.3-1.0m/see; thickness less than 25mm For steel, the maximum passing speed can reach 3.0m/sec. In this embodiment, the biggest difference in the controlled cooling process parameters is the cooling rate and the temperature range of forced cooling (cooling start temperature and cooling stop temperature), different cooling rates and forced cooling The cooling temperature range has different effects on the microstructure of the steel during the rolling process and after the cooling process. For the steel that does not require accelerated cooling, water should not be sprayed when passing through the ACC device.

实施例3Example 3

奥氏体再结晶区轧制时,要求每道次的压下率大于临界变形率,不断通过再结晶细化晶粒,在本实施例中,每到次的压下率大于临界变形率,可防止发生部分再结晶造成混晶现象。When rolling in the austenite recrystallization zone, it is required that the reduction rate of each pass is greater than the critical deformation rate, and the grains are continuously refined through recrystallization. In this embodiment, the reduction rate of each pass is greater than the critical deformation rate, It can prevent mixed crystal phenomenon caused by partial recrystallization.

实施例4Example 4

若要对钢材进行矫直,矫直温度一般控制在600℃以上,然后在600~400℃之间缓冷,在本实施例中,矫直温度控制在600℃,使钢材铁索体中的碳容易析出,避免时效倾向,造成冷弯不合,冲击韧性下降。To straighten the steel, the straightening temperature is generally controlled above 600°C, and then slowly cooled between 600 and 400°C. It is easy to precipitate, avoid the tendency of aging, cause cold bending inconsistency, and reduce impact toughness.

实施例5Example 5

对于含有微合金元素的高级钢坯,加热温度取上限,在本实施例中,对于含有含有微合金元素的高级钢坯,加热温度取上限,可保证合金元素充分固溶,发挥它随后的推迟再结晶温度和析出强化效果。For high-grade steel billets containing micro-alloying elements, the upper limit of the heating temperature is taken. In this embodiment, for high-grade steel billets containing micro-alloying elements, the upper limit of the heating temperature can ensure that the alloy elements are fully solid-solubilized and give full play to its subsequent delayed recrystallization. Temperature and precipitation strengthening effects.

实施例6Example 6

非再结晶区轧制后加工硬化的奥氏体在不同的冷却速率下发生相变,在本实施例中,这种相变后细化的组织使强度和韧性得到提高,而且能相应降低碳含量和合金含量,在提高钢材的力学性能的同时也明显改善了焊接性能和焊接部位的韧性。The work-hardened austenite after rolling in the non-recrystallized zone undergoes phase transformation at different cooling rates. In this example, the refined structure after this transformation improves the strength and toughness, and can correspondingly reduce the carbon The content and alloy content not only improve the mechanical properties of the steel, but also significantly improve the welding performance and the toughness of the welded part.

对于本领域技术人员而言,显然本发明不限于上述示范性实施例的细节,而且在不背离本发明的精神或基本特征的情况下,能够以其他的具体形式实现本发明。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本发明的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何标记视为限制所涉及的权利要求。It will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, but that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. Therefore, the embodiments are to be regarded in all respects as illustrative and not restrictive, and the scope of the invention is to be defined by the appended claims rather than the foregoing description, which are therefore intended to fall within the scope of the claims. All changes within the meaning and scope of the equivalents of , are included in the present invention. Any signs in the claims should not be construed as limiting the involved claim.

Claims (6)

1.一种建筑用高强度抗震钢材制备方法,其特征在于:建筑用高强度抗震钢材制备方法如下:1. a method for preparing high-strength anti-seismic steel for construction is characterized in that: the method for preparing high-strength anti-seismic steel for construction is as follows: 步骤一:对钢胚进行加热,理论上讲,普通钢材的加热温度即为奥氏体均匀化温度,目的是降低变形阻力和弥补工序间的温度降低,加热温度应该在1250℃以上,但是,由于温度过高可能弱化奥氏体品粒的结介力,并使组织过分粗化而导致最后性能恶化,因此,加热温度在1180℃`左右,在炉内保温时间为3小时以上并,保证各部分的温差小于20℃;Step 1: Heating the steel billet. In theory, the heating temperature of ordinary steel is the austenite homogenization temperature. The purpose is to reduce the deformation resistance and make up for the temperature drop between processes. The heating temperature should be above 1250 °C, but, Because the temperature is too high, the intercalation force of the austenite grains may be weakened, and the structure will be excessively coarsened, which will lead to the deterioration of the final performance. Therefore, the heating temperature is about 1180 ° C, and the holding time in the furnace is more than 3 hours to ensure that The temperature difference of each part is less than 20℃; 步骤二:进行轧制,在第一阶段,采用12.42%的平均压下率,达到一定的中间胚厚度,在第二阶段,结品区轧制末三道次的总压下率为36.01%,轧制的终了温度控制在950℃以上,中间胚厚度约为成品厚度的2.5-4倍;Step 2: Rolling is carried out. In the first stage, the average reduction rate of 12.42% is used to achieve a certain intermediate blank thickness. In the second stage, the total reduction rate of the last three passes in the final product area is 36.01%. , the final temperature of rolling is controlled above 950 ℃, and the thickness of the intermediate embryo is about 2.5-4 times the thickness of the finished product; 步骤三:对再结品后的奥氏体进行控制冷却,精轧工序后,钢材离开精轧机,送至钢材控制冷却系统,根据钢种和相应的工艺,钢材空冷通过控制冷却系统或者进行控制冷却,控制冷却系统以相应的水量和不同的冷却速度进行冷却。Step 3: Controlled cooling of the refinished austenite. After the finishing rolling process, the steel leaves the finishing mill and is sent to the steel control cooling system. According to the steel type and the corresponding process, the steel air-cooling is controlled by the cooling system or the control system. Cooling, control the cooling system to cool with the corresponding amount of water and different cooling rates. 2.根据权利要求1所述的一种建筑用高强度抗震钢材制备方法,其特征在于:钢材在成品轧制的最后一个道次抛钢后,由辊道运送直接进入ACC装置,钢材通过ACC装置时,上、下两面同时喷水进行快速冷却,使钢材的温度由约700~800℃(即奥氏体区或双向区)快速下降至600~650℃(ACC控制冷却),厚度在25mm以上的钢材,通过ACC装置的速度约在0.3—1.0m/see之间;厚度小于25mm的钢材,通过速度最高可达3.0m/sec。2. The method for preparing high-strength seismic-resistant steel for construction according to claim 1, characterized in that: after the steel is cast in the last pass of finished rolling, the steel is transported directly into the ACC device by the roller table, and the steel passes through the ACC. When installed, the upper and lower sides are simultaneously sprayed with water for rapid cooling, so that the temperature of the steel drops rapidly from about 700 to 800 °C (ie, austenite zone or bidirectional zone) to 600 to 650 °C (ACC controlled cooling), and the thickness is 25mm. For the above steels, the speed of passing through the ACC device is about 0.3-1.0m/see; for steels with a thickness of less than 25mm, the maximum speed can reach 3.0m/sec. 3.根据权利要求1所述的一种建筑用高强度抗震钢材制备方法,其特征在于:奥氏体再结晶区轧制时,要求每道次的压下率大于临界变形率,不断通过再结晶细化晶粒。3. The method for preparing high-strength seismic-resistant steel for construction according to claim 1, characterized in that: during rolling in the austenite recrystallization zone, the reduction ratio of each pass is required to be greater than the critical deformation rate, and Crystallization refines the grains. 4.根据权利要求1所述的一种建筑用高强度抗震钢材制备方法,其特征在于:若要对钢材进行矫直,矫直温度一般控制在600℃以上,然后在600~400℃之间缓冷。4. The method for preparing high-strength seismic-resistant steel for construction according to claim 1, characterized in that: if the steel is to be straightened, the straightening temperature is generally controlled above 600°C, and then between 600 and 400°C. Cool slowly. 5.根据权利要求1所述的一种建筑用高强度抗震钢材制备方法,其特征在于:对于含有微合金元素的高级钢坯,加热温度取上限。5 . The method for preparing high-strength seismic-resistant steel for construction according to claim 1 , characterized in that: for high-grade steel billets containing microalloying elements, the heating temperature is an upper limit. 6 . 6.根据权利要求1所述的一种建筑用高强度抗震钢材制备方法,其特征在于:非再结晶区轧制后加工硬化的奥氏体在不同的冷却速率下发生相变。6 . The method for preparing high-strength seismic-resistant steel for construction according to claim 1 , wherein the work-hardened austenite undergoes phase transformation under different cooling rates after rolling in the non-recrystallized zone. 7 .
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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101260495A (en) * 2008-04-17 2008-09-10 东北大学 A manufacturing method of 590MPa grade low yield strength ratio and low carbon equivalent steel plate for construction
CN101323929A (en) * 2007-06-14 2008-12-17 舞阳钢铁有限责任公司 High strength steel plate for big thickness tall building structure and production method thereof
CN101613828A (en) * 2009-07-16 2009-12-30 首钢总公司 Extra-thick steel plate for construction with yield strength 460MPa and low yield ratio, and its manufacturing method
JP2015124411A (en) * 2013-12-26 2015-07-06 新日鐵住金株式会社 Manufacturing method of hot-rolled steel sheet
EP2980250A1 (en) * 2013-03-28 2016-02-03 JFE Steel Corporation Abrasion resistant steel plate having low-temperature toughness, and manufacturing method therefor
CN107385329A (en) * 2017-06-30 2017-11-24 江阴兴澄特种钢铁有限公司 A kind of big thickness Q500GJE high-strength buildings structural steel plate and its manufacture method
CN107385324A (en) * 2017-06-08 2017-11-24 江阴兴澄特种钢铁有限公司 A kind of big thickness Q500GJCD high-strength buildings structural steel plate and its manufacture method
CN108220798A (en) * 2018-03-22 2018-06-29 北京科技大学 A kind of 460MPa grades of antidetonation fire-resistive construction steel and preparation method thereof
JP2019166572A (en) * 2018-03-22 2019-10-03 Jfeスチール株式会社 Thick steel plate with excellent fatigue characteristic and method for manufacturing the same

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101323929A (en) * 2007-06-14 2008-12-17 舞阳钢铁有限责任公司 High strength steel plate for big thickness tall building structure and production method thereof
CN101260495A (en) * 2008-04-17 2008-09-10 东北大学 A manufacturing method of 590MPa grade low yield strength ratio and low carbon equivalent steel plate for construction
CN101613828A (en) * 2009-07-16 2009-12-30 首钢总公司 Extra-thick steel plate for construction with yield strength 460MPa and low yield ratio, and its manufacturing method
EP2980250A1 (en) * 2013-03-28 2016-02-03 JFE Steel Corporation Abrasion resistant steel plate having low-temperature toughness, and manufacturing method therefor
JP2015124411A (en) * 2013-12-26 2015-07-06 新日鐵住金株式会社 Manufacturing method of hot-rolled steel sheet
CN107385324A (en) * 2017-06-08 2017-11-24 江阴兴澄特种钢铁有限公司 A kind of big thickness Q500GJCD high-strength buildings structural steel plate and its manufacture method
CN107385329A (en) * 2017-06-30 2017-11-24 江阴兴澄特种钢铁有限公司 A kind of big thickness Q500GJE high-strength buildings structural steel plate and its manufacture method
CN108220798A (en) * 2018-03-22 2018-06-29 北京科技大学 A kind of 460MPa grades of antidetonation fire-resistive construction steel and preparation method thereof
JP2019166572A (en) * 2018-03-22 2019-10-03 Jfeスチール株式会社 Thick steel plate with excellent fatigue characteristic and method for manufacturing the same

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