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STEEL MEMBER FOR SEISMIC RESPONSE CONTROL DAMPER AND METHOD FOR PRODUCING THE SAME
STEEL MEMBER FOR SEISMIC RESPONSE CONTROL DAMPER AND METHOD FOR PRODUCING THE SAME
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机译:用于地震响应控制阻尼器的钢构件及其制造方法
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摘要
PROBLEM TO BE SOLVED: To provide a steel member for a seismic response control damper which has a reduced difference in LC (Longitudinal-Crosswise) directions and has a yield point of 205 to 245 N/mm2, and to provide a method for producing the same at a low cost.;SOLUTION: The steel member for a seismic response control damper comprises, by mass, 0.04 to 0.11% C, ≤0.4% Si, 0.1 to 0.5% Mn and ≤0.05% Al, and the balance Fe with impurities, has a metallic structure in which a polygonal ferrite grain structure occupies ≥90%, and the grain size number thereof is 5.0 to 8.5, and has a yield point of 205 to 245 N/mm2. In the method for producing the steel member for a seismic response control damper, steel is hot-rolled at a heating temperature of 1,000 to 1,160°C so as to be finished at a surface temperature of an Ar3 point-100°C or higher, and (1) is allowed to cool as it, or, after that, (2) is further heated at 900 to 920°C and is allowed to cool, or (3) is heated at 900 to 920°C, is thereafter water-cooled, is next reheated to ≤750°C and is allowed to cool.;COPYRIGHT: (C)2004,JPO
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机译:要解决的问题:提供一种用于地震响应控制阻尼器的钢制构件,该构件的LC(纵向-横向)方向差异减小,并且屈服点为205至245 N / mm 2 Sup>,解决方案:用于地震响应控制阻尼器的钢构件按质量计包含0.04至0.11%C,0.4%Si,0.1至0.5%Mn和; 0.05%Al,余量为Fe,具有杂质,具有金属结构,其中多边形铁素体晶粒结构占90%以上,其晶粒尺寸数为5.0至8.5,并且屈服点为205至245N。 / mm 2 Sup>。在用于地震响应控制阻尼器的钢构件的制造方法中,在1,000至1,160℃的加热温度下对钢进行热轧,以在Ar 3 Sub的表面温度下精加工。 >> 100℃或更高,并且(1)使其冷却,或此后,(2)进一步在900至920℃加热并冷却,或(3)在200℃加热。 900至920°C,然后进行水冷,然后再次加热至750°C并使其冷却。;版权所有:(C)2004,JPO
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