建筑抗震用低屈服点钢厚板的生产与应用
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摘要
随着耗能减震技术在高层及超高层钢结构建筑抗震设计中的应用,用于制作消能阻尼器的极低屈服强度钢日益受到重视。通过合理的成分设计及轧制工艺,宝钢研制出可用于制作耗能阻尼器的系列低屈服强度钢,并成功实现了批量生产和工程应用。同时对其进行了包括力学性能、物理性能、焊接及应用等性能研究,论述了低屈服点钢应用技术的发展情况,为低屈服点钢的推广应用提供了借鉴。
With the application of technology of earthquake resistant energy dissipation(ERED) for skyscrapers,low yield point(LYP)steel used to the fabrication of energy dissipation damper is in focus.A series of LYP steel is developed by Baosteel for the fabrication of energy dissipation damper with reasonable component design and rolling process,and the steel plates are also applied to improve the earthquake resistance of building.The properties of LYP steel such as mechanical property、physical property、weldablity and workability and so on are analyzed,the current development of technology for the LYP steel's application is described as well.
With the application of technology of earthquake resistant energy dissipation(ERED) for skyscrapers,low yield point(LYP)steel used to the fabrication of energy dissipation damper is in focus.A series of LYP steel is developed by Baosteel for the fabrication of energy dissipation damper with reasonable component design and rolling process,and the steel plates are also applied to improve the earthquake resistance of building.The properties of LYP steel such as mechanical property、physical property、weldablity and workability and so on are analyzed,the current development of technology for the LYP steel's application is described as well.
引文
[1]Mitsuru Sugisawa,Hideji Nakamura,Yasushi Lchikawa,etc.Development of Earthquake-Resistant,Vibration Control,andBase Isolation Technology for Building Structures[J].NIPPON STEEL TECHNICAL REPORT,1995,66:37~46
[2]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1~5Zhao Hong-tie,Xu Zhao-dong,Zhang Xing-hu.Study,Application and Development of Energy Dissipation andDamping Control[J].J.Xi’an Univ.of Arch.&Tech.2001,33(1):1~5(in Chinese)
[3]Kozaburo Otani.Recent Trend of Technology for Steel PlatesUsed in Building Construction[J].Nippon steel technicalreport,1992,(54):27~36
[4]温东辉,宋凤明.低屈服点钢在建筑物抗震设计中的应用[J].宝钢技术,2007,2:9~12Wen Dong-hui,Song Feng-ming.Application of Low YieldPoint Steel in Design of Earthquake Resistant Building[J].Baosteel Technology,2007,2:9~12(in Chinese)
[5]宋凤明,温东辉,李自刚,等.低屈服点钢的发展及应用[J].热加工工艺,2008,37(6):85~88Song Feng-ming,Wen Dong-hui,Li Zi-gang.Applicationand Development of Low Yield Point Steel[J].Hot WorkingTechnology,2008,37(6):85~88(in Chinese)
[6]Tanemi YAMAGUCHI,Toru TAKEUCHI,ToshimichiNAGAO,etc.Seismic Control Devices Using Low-Yield-Point Steel[J].NIPPON STEEL TECHNICAL REPORT,1998,77:65~72
[7]藤一善,清水孝,上村健二.を用いた制震ダンパ?の造性能[J].川崎技报,1998,30(1):1~6
[8]宋凤明,温东辉,李自刚.抗震用低屈服点钢组织和性能研究[J].热加工工艺,2008,37(22):28~31Song Feng-ming,Wen Dong-hui,Li Zi-gang.Study onMicrostructure and Properties of Ultra-low Yield StrengthSteel for Earthquake Resistant[J].Hot WorkingTechnology,2008,37(22):28~31(in Chinese)
[9]Jui-tung Chang,Shyi-Chin Wang.The development of ultralow yield strength plate steel[J].China steel technicalreport,1997,(11):10~16
[10]Ming-Hsiang Shih,Wen-Pei Sung.A model for hystereticbehavior of rhombic low yield strength steel added dampingand stiffness[J].Computers and Structures,2005,(83):895~908
[11]Yoshimichi KAWAI,Ryoichi KANNO,Nobuyoshi UNO etal.Seisimic Resistance and Design of Steel-Framed House[J].NIPPON STEEL THECHNICAL REPORT,1999,79:6~16
[12]Hrioshi NAKAMURA,Yasushi MAEDA,Takao SASAKI,etc.Fatigue Properties of Practical-Scale Unbonded Braces[J].NIPPON STEEL TECHNICAL REPORT,2000,82:51~57
[13]郭安薪,徐幼麟,吴波.粘弹性阻尼器连接的相邻结构非线性随机地震反应分析[J].地震工程与工程振动,2001,21(2):64~69Guo An-xin,Xu You-lin,Wu Bo.Nonliner StochasticSeismic Response Analysis of Adjacent Building Linked byViscolastic Dampers[J].Earthquake Engineering andEngineering Vibration,2001,21(2):64~69(in Chinese)
[2]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1~5Zhao Hong-tie,Xu Zhao-dong,Zhang Xing-hu.Study,Application and Development of Energy Dissipation andDamping Control[J].J.Xi’an Univ.of Arch.&Tech.2001,33(1):1~5(in Chinese)
[3]Kozaburo Otani.Recent Trend of Technology for Steel PlatesUsed in Building Construction[J].Nippon steel technicalreport,1992,(54):27~36
[4]温东辉,宋凤明.低屈服点钢在建筑物抗震设计中的应用[J].宝钢技术,2007,2:9~12Wen Dong-hui,Song Feng-ming.Application of Low YieldPoint Steel in Design of Earthquake Resistant Building[J].Baosteel Technology,2007,2:9~12(in Chinese)
[5]宋凤明,温东辉,李自刚,等.低屈服点钢的发展及应用[J].热加工工艺,2008,37(6):85~88Song Feng-ming,Wen Dong-hui,Li Zi-gang.Applicationand Development of Low Yield Point Steel[J].Hot WorkingTechnology,2008,37(6):85~88(in Chinese)
[6]Tanemi YAMAGUCHI,Toru TAKEUCHI,ToshimichiNAGAO,etc.Seismic Control Devices Using Low-Yield-Point Steel[J].NIPPON STEEL TECHNICAL REPORT,1998,77:65~72
[7]藤一善,清水孝,上村健二.を用いた制震ダンパ?の造性能[J].川崎技报,1998,30(1):1~6
[8]宋凤明,温东辉,李自刚.抗震用低屈服点钢组织和性能研究[J].热加工工艺,2008,37(22):28~31Song Feng-ming,Wen Dong-hui,Li Zi-gang.Study onMicrostructure and Properties of Ultra-low Yield StrengthSteel for Earthquake Resistant[J].Hot WorkingTechnology,2008,37(22):28~31(in Chinese)
[9]Jui-tung Chang,Shyi-Chin Wang.The development of ultralow yield strength plate steel[J].China steel technicalreport,1997,(11):10~16
[10]Ming-Hsiang Shih,Wen-Pei Sung.A model for hystereticbehavior of rhombic low yield strength steel added dampingand stiffness[J].Computers and Structures,2005,(83):895~908
[11]Yoshimichi KAWAI,Ryoichi KANNO,Nobuyoshi UNO etal.Seisimic Resistance and Design of Steel-Framed House[J].NIPPON STEEL THECHNICAL REPORT,1999,79:6~16
[12]Hrioshi NAKAMURA,Yasushi MAEDA,Takao SASAKI,etc.Fatigue Properties of Practical-Scale Unbonded Braces[J].NIPPON STEEL TECHNICAL REPORT,2000,82:51~57
[13]郭安薪,徐幼麟,吴波.粘弹性阻尼器连接的相邻结构非线性随机地震反应分析[J].地震工程与工程振动,2001,21(2):64~69Guo An-xin,Xu You-lin,Wu Bo.Nonliner StochasticSeismic Response Analysis of Adjacent Building Linked byViscolastic Dampers[J].Earthquake Engineering andEngineering Vibration,2001,21(2):64~69(in Chinese)
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