随着高层建筑的不断发展,建筑用钢板的需求量不断增加,性能要求也不断提高.介绍了高层建筑用钢板的性能要求,指出了建筑用钢向高强度、厚规格和高性能方向发展的趋势,重点阐述了低屈强比、窄屈服波动、抗层状撕裂、低屈服点、大线能量焊接和耐火等高性能建筑用钢的生产现状、组织机理和工艺路线.同时,概述了国内外钢铁企业高层建筑用钢板的先进生产技术.
参考文献
| [1] | 祝英杰.超高层建筑技术发展现状[J].工业建筑,1999(04):75. |
| [2] | 刘锡良.国外建筑钢结构应用概况[J].金属世界,2004(04):29-32. |
| [3] | Yamaguchi T;Hasegawa H;Hagiwara K et al.Development and Commercialization of Steels for Construction Use[J].NIPPON STEEL TECHNICAL REPORT,1995,66:17. |
| [4] | 王锡钦.高功能结构用钢板的发展[J].建筑钢结构进展,2002(01):16-23. |
| [5] | 孙邦明,杨才富,张永权.高层建筑用钢的发展[J].宽厚板,2001(03):1-6. |
| [6] | 常跃峰;赵文忠 .高层建筑结构用钢板的生产[J].宽厚板,1998,4(04):7. |
| [7] | 常跃峰,韦明.舞钢建筑结构用钢板的开发思路与生产实践[C].'2007全国钢结构学术年会论文汇编,2007:6-9,5. |
| [8] | 于庆波,赵贤平,孙斌,于爱民,陈波.高层建筑用钢板的屈强比[J].钢铁,2007(11):74-78,16. |
| [9] | Kato B .Role of Strain-Hardening of Steel in Structural Performance[J].ISIJ International,1990,30(11):1003. |
| [10] | Sha W;Kelly F S;Guo Z X .Properties of Nippon Fire-Resistant Steels[J].Journal of Materials Engineering and Performance,1999,8(05):606. |
| [11] | HAYASHI Kenji;FUJISAWA Seiji;NAKAGAWA Ichiro .High Performance 550 MPa Class High Strength Steel Plates for Buildings -Steel Plates with New Specified Design Strength, "HBL385," which Minimize Construction Costs in Frame Fabrication and Alleviate Environmental Burden-[J].JFE technical report,2005(5):53-59. |
| [12] | Watanabe Y;Ishibashi K;Yoshii K et al.Development of 590 N/mm2 Steel With Good Weldability for Building Structures[J].NIPPON STEEL TECHNICAL REPORT,2004,90:53. |
| [13] | Hatano H;Okazaki Y;Takagi T et al.Development of Thick SA440 Steel Plate for Ultra High Heat Input Welding[J].R and D:Research and Development Kobe Steel Engineering Reports,2002,53(01):49. |
| [14] | Kobayashi Y;Shiwaku T;Shibata M .High Tensile Strength Steel Pipe KSAT440 and KSAT630 for Building Structures[J].R and D:Research and Development Kobe Steel Engineering Reports,2008,58(01):52. |
| [15] | 张朝生;王怀宇 .日本超高层建筑用780MPa级高强度钢板的开发[J].宽厚板,1998,3(04):15. |
| [16] | 韦明,李玉谦.舞钢高层建筑结构用钢板的开发[J].钢结构,2004(04):59-61. |
| [17] | Chiaki OUCHI .Development of Steel Plates by Intensive Use of TMCP and Direct Quenching Processes[J].ISIJ International,2001(6):542-553. |
| [18] | Nagayasu M;Yasuda H;Deshimaru S et al.Elastic-Plastic Behavior of Beam-to-Column Connection of High-Strength and Low-Yield Ratio Steel for Building Use[J].Kawasaki Steel Technical Report,1991,24:97. |
| [19] | Ohashi M;Tsuru S;Nakao H.Development of New Steel Plates for Building Structural Use[A].,1991:758. |
| [20] | Tomita Y;Yamaba R;Kawafuku F.Influence of Manufacturing Process on Yield Ratio of HT60 for Structural Use[A].,1988:814. |
| [21] | Ueda K;Endo S;Ito T .780 MPa Grade Steel Plates With Low Yield Ratio by Microstructural Control of Dual Phase[J].JFE 技報,2007,18:23. |
| [22] | 刘振宇;许云波;王国栋.热轧钢材组织-性能演变的模拟和预测[M].沈阳:东北大学出版社,2004 |
| [23] | 史永吉,王辉,方兴,白玲.钢材层状撕裂及抗层状撕裂焊接接头的设计[J].中国铁道科学,2005(06):69-74. |
| [24] | 李志明.钢结构发展对高性能钢材的需求[J].新材料产业,2004(10):45-52. |
| [25] | Yamaguchi T;Takeuchi T;Nagao T et al.Seismic Control Devices Using Low-Yield-Point Steel[J].NIPPON STEEL TECHNICAL REPORT,1998,77-78:65. |
| [26] | Hisaya K;Takayuki N;Koji O et al.Seismic Response Control for High Rise Buildings by Using Energy Dissipation Devices[J].JFE技報,2008,21:31. |
| [27] | 宝钢为世博试制出新型建筑用钢[J].中国冶金,2008,18(07):54. |
| [28] | KIMURA Tatsumi;SUMI Hiroyuki;KITANI Yasushi .High Tensile Strength Steel Plates and Welding Consumables for Architectural Construction with Excellent Toughness in Welded Joint -"JFE EWEL" Technology for Excellent Quality in HAZ of High Heat Input Welded Joints-[J].JFE technical report,2005(5):45-52. |
| [29] | Kojima A;Kiyose A;Uemori R et al.Super High HAZ Toughness Technology With Fine Microstructure Imparted by Fine Particles[J].NIPPON STEEL TECHNICAL REPORT,2004,90:2. |
| [30] | Kojima A;Yoshii K;Hada T et al.Development of High HAZ Toughness Steel Plates for Box Columns With High Heat Input Welding[J].NIPPON STEEL TECHNICAL REPORT,2004,90:39. |
| [31] | 覃文清;李风.钢结构防火涂料现状及发展趋势[J].新型建筑材料,1998(05):12. |
| [32] | 陈超,秦筠.纽约世贸中心用厚板钢剖析及对宝钢建筑用厚板开发的启示[J].宝钢技术,2003(02):34-38,64. |
| [33] | Uemori R.;Tamehiro H. .AP-FIM Analysis of Ultrafine Carbonitrides in Fire-Resistant Steel for Building Construction[J].NIPPON STEEL TECHNICAL REPORT,1996(69):23-28. |
| [34] | Fukuda K .Structural Steels in the New Iron Age[J].NIPPON STEEL TECHNICAL REPORT,1995,66:1. |
| [35] | Fushimi M;Chikaraishi H;Keira K .Development of FireResistant Steel Frame Building Structures[J].NIPPON STEEL TECHNICAL REPORT,1995,66:29. |
| [36] | Mizutani Y;Ishibashi K;Yoshii K et al.590MPa Class Fire-Resistant Steel for Building Structural Use[J].NIPPON STEEL TECHNICAL REPORT,2004,90:45. |
| [37] | 王泽林.高层建筑用耐火钢的研制[J].鞍钢技术,2004(02):23-27. |
| [38] | 罗文彬,朱辰.首钢高强建筑用耐火钢的研制[J].宽厚板,2005(03):1-5. |
| [39] | 胡淑娥,孙卫华,刘晓美,李龙,丁桦.60kg级低屈强比耐火钢的实验研究[J].宽厚板,2004(05):10-13. |
| [40] | 完卫国,吴结才.耐火钢的开发与应用综述[J].建筑材料学报,2006(02):183-189. |
| [41] | 陈晓,刘继雄,董汉雄,李平和,习天辉,卜勇.大线能量焊接耐火耐候建筑用钢的研制及应用[J].中国有色金属学报,2004(z1):224-230. |
| [42] | Mitsuhiro O;Nobuo S;Joe K .Development of a High-Deformability Linepipe With Resistance to Strain-Aged Hardening by HOP (Heat-treatment On-Line Process)[J].JFE Technical Report,2008,12:8. |
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