首页|建筑结构用高强抗震耐火H型钢组织性能研究

建筑结构用高强抗震耐火H型钢组织性能研究

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采用TEM、金相显微镜、EBSD等分析手段,研究建筑结构用高强抗震耐火H型钢的微观组织对其强度、韧性及高温强度的影响.结果表明,在合理的化学成分设计前提下,不需要控轧控冷手段,热轧后试验钢获得空冷贝氏体和铁素体两相组织.观察600℃保温3 小时后的组织发现,在铁素体内部有纳米级相间析出物存在,析出物的行间距约在24~34 nm之间.热轧建筑结构用高强抗震耐火H型钢的屈服强度≥500 MPa,延伸率≥22%,屈强比≤0.85,-20℃冲击功≥34 J,600℃保温3 小时后屈服强度≥310 MPa.
Study on Microstructure and Properties of High-strength Anti-seismic Fire-resistant H Beam for Building Structure
The effects of microstructure of high-strength anti-seismic fire-resistant H beam for building structure on its strength,toughness and high temperature strength are studied with such analysis means as TEM(transmission elec-tron microscope),metallographic microscope and EBSD(electron back-scattered diffraction).The results showed that the controlled rolling and controlled cooling were not needed under the premise of reasonable chemical composition design,two-phase structure of air cooling bainite and ferrite for test steel after hot rolling was obtained.It is found by observing the microstructure after holding at 600℃for 3 hours that there is nano-level interphase precipitates in ferrite and their line spacing is about 24~34 nm.For the hot rolled high-strength anti-seismic fire-resistant H beam for building struc-ture,its yield strength≥500 MPa,elongation≥22%,yield ratio≤0.85,impact energy at-20℃≥34 J and yield strength after holding at 600℃for 3 hours≥310 MPa.

high-strengthfire-resistantmicrostructureproperties

宋振东、王学敏、谢振家、王敏、惠治国、卜向东、祁祯

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内蒙古包钢钢联股份有限公司技术中心,内蒙古 包头 014010

北京科技大学,北京 100083

高强 耐火 组织 性能

2024

包钢科技
内蒙古包钢钢联股份有限公司技术中心

包钢科技

影响因子:0.115
ISSN:1009-5438
年,卷(期):2024.50(2)