抗震钢筋研究现状
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摘要
汶川大地震后,钢筋的抗震性能受到了广泛的重视,国内多家钢筋生产企业获得了抗震钢筋的生产许可证。概述了微合金化、余热处理和超细晶3种工艺生产的抗震钢筋的研究现状。针对我国钢筋抗震性能指标偏低,有专家提出了应变时效敏感性、低温脆性、可焊性、强度与塑性的配合、高应变低周疲劳性能5个性能指标。还有学者建议将钢筋的耐腐蚀性列入钢筋抗震性能指标。
The anti-seismic property of reinforcing bars is paid more attention to after the Wenchuan Earthquake. And many steel companies get the permission to produce anti-seismic reinforcing bars which have primarily three technologies,microalloying,tempcore and ultrafine grains.The current investigation situation of the three technologies is introduced.Some experts suggest the coordination of strength and ductility,sensibility of strain aging,brittleness at low temperature,high stain low cycle fatigue and weld ability as the guide lines,as the national standards are correspondingly low.Recently,the corrosion property is studied and suggested as one of the anti-seismic standards by Greece researchers.
The anti-seismic property of reinforcing bars is paid more attention to after the Wenchuan Earthquake. And many steel companies get the permission to produce anti-seismic reinforcing bars which have primarily three technologies,microalloying,tempcore and ultrafine grains.The current investigation situation of the three technologies is introduced.Some experts suggest the coordination of strength and ductility,sensibility of strain aging,brittleness at low temperature,high stain low cycle fatigue and weld ability as the guide lines,as the national standards are correspondingly low.Recently,the corrosion property is studied and suggested as one of the anti-seismic standards by Greece researchers.
引文
1汶川地震.(DB/OL)http://baike.baidu.com/view/1587 399.htm
2黄锐,廖为团.HRB400热轧带肋钢筋的性能分析[J].南方金属,2003(1):37
3孙决定,丁世学.我国400MPaⅢ级钢筋的生产与应用[J].武钢技术,2005,43(4):27
4张越峰,霍晓莉.应力集中对余热处理钢筋冷、反弯裂纹影响研究[J].轧钢,1999(5):17
5简红勇.微合金化在我国的应用与发展[J].冶金丛刊,2004 (5):38
6全国钢标准化技术委员会GB1499.2-2007,钢筋混凝土用钢[S].北京:中国标准出版社,2008
7龚士弘,盛光敏.震区用钢知识问答[N].中国冶金报,2002- 01-23
8龚士弘.抗震设计用钢探讨[J].工程抗震,1995(3):37
9辛义德,等.建筑结构用钢的抗震性能及其提高途径[J].重庆大学学报,1986(2):9
10 Apostolopoulos C A,et al.Tensile and low fatigue behavior of corroded reinforcing steel bars S400[J].Construction Building Mater,2007,21:855
11 Apostolopoulos Ch Alk.Mechanical behavior of corroded reinforcing steel bars S500s tempcore under low cycle fatigue [J].Construction Building Mater,2007,21:1447
12齐俊杰,等.微合金钢[M].北京:冶金工业出版社,2006
13东涛,付俊岩.试论我国钢的微合金化发展方向[J].中国冶金,2002(5):16
14盛光敏,龚士弘.关于地震设防区建筑结构用钢的几点意见[J].自然灾害学报,1995,4(1):51
15 Sheng G M,Gong S H.Investigation of low cycle fatigue behaviors of building structural steels under earthquake loading[J].Acta Metall,1997,10:51
16龚士弘,盛光敏.高抗震建筑结构钢及其生产工艺:中国, CN1105395[P].1995-07-19
17秦斌,盛光敏,龚士弘.HRB400抗震钢筋的综合性能[J].钢铁研究学报,2006,18(5):33
18秦斌,盛光敏,龚士弘.20MnSiVⅢ级钢筋焊缝和热影响区拉伸脆性断裂的分析[J].特殊钢,2003,24(6):59
19廖洪军,盛光敏,等.HRB400Ⅲ钢筋抗震性能研究[J].钢铁钒钛,2005,26(4):12
20廖洪军.20MnSiV抗震钢筋的性能及钒的析出分析[J].上海钢研,2006(4):52
21蒋莉萍,盛光敏,等.HRB400钢筋中析出物的观察[J].材料导报,2007,21(5):482
22秦斌,盛光敏,龚士弘.HRB400抗震钢筋韧脆转变温度测试分析[J].钢筋钒钛,2003,24(4):59
23吴比,盛光敏,等.钒对HRB400钢筋应变时效及冲击性能的影响[J].钢铁研究,2004,32(3):138
24龚士弘,盛光敏.地震区建筑用钢的韧性对建筑物抗震性能的影响[J].工程抗震,2004(3):41
25龚士弘,盛光敏.地震区建筑用钢的可焊性问题[J].工程抗震与加固改造,2005,27(2):76
26王青江,王仪康.微合金控制轧制钢[J].焊管,1994,17(4): 14
27姚连登.微合金化与控制轧制的进展[J].宽厚板,1999(5): 1
28 Adem Bakkaloglu.Effect of processing parameters on the microstructure and properties of an Nb microalloyed steel [J].Mater Lett,2002,56:263
29何天禄.余热淬火-热芯回火工艺[J].天津冶金,2002(6):14
30王伟,商成嘉.大规格高强度钢筋轧后余热处理工艺探讨[J].山东冶金,2005,27(5):38
31赵双庭,何云雪.用轧后余热处理工艺生产不同强度级别螺纹钢筋的生产实践[J].天津冶金,2002(增刊8):7
32刘宏玉,等.Φ40mm英标460MPa级余热处理钢筋的几个问题探讨[J].钢铁,2000,35(12):30
33王纯,郭兵.460MPa级轧后余热处理钢筋[J].冶金设备, 2001(129):9
34李炳德,等.K_8轧后余热处理钢筋试验与生产[J].江西冶金,1991,11(1-2):33
35白玉光,等.高强度精轧螺纹钢筋的组织与性能[J].东北大学学报:自然科学版,2003,24(3):268
36周广武.轧后余热处理生产加表400W钢筋实践[J].河南冶金,2007,15(增刊):14
37完为国,杨仁江.英标460MPa级钢筋余热处理工艺研究[J].山东冶金,2005,27(5):35
38王瑞珍,等.低碳钢热轧钢筋再结晶控制轧制与控制冷却实现晶粒细化[J].钢铁,2004,39(2):47
39王勤,程浩.钢的含碳量对轧后余热处理钢材性能的影响[J].南方钢铁,1995(5):3
40余伟,等.余热处理20MnSi带肋钢筋力学性能的模拟研究[J].特殊钢,2002,23(3):13
41 Cetinal H,et al.Artificial neural networks modeling of mechanical property and microstructure evolution in the Tempcore process[J].Computers Sructures,2002,80:213
42 John Nikolaou,et al.Impact toughness of reinforcing steels produced by(ⅰ) the Tempcore process and(ⅱ) microalloying with vanadium[J].Int J Impact Eng,2005,31:1065
43仝丽珍,等.英标460BΦ50mm钢筋混凝土用钢筋的开发[J].山东冶金,2008,30(1):31
44姜丰达,等.螺纹钢控冷轧制的组织结构与性能研究[C]//第五届冶金工程科学论坛.北京:冶金研究,2006:221
45刘相华,等.热轧钢材的晶粒细化与超级钢开发[J]河南冶金,2004,12(3):3
46翁宇庆,等.超细晶钢——钢的组织细化理论与控制技术[M].北京:冶金工业出版社,2003
47翁宇庆.超细晶钢理论及技术进展[J].钢铁,2005,40(3):1
48汪建敏,等.基于温变形的超细晶中碳钢制备工艺[J].农业机械学报,2008,39(3):207
49 Wang T S,et al.A novel process to obtain ultrafine-grained low carbon steel with bimodal grain size distribution for potentially improving ductility[J].Mater Sci Eng,2008,A485: 456
50 Yoshitaka Okitsu,et al.A new route to fabricate ultrafinegrained structures in carbon steels without severe plastic deformation [J].Scripta Mater,2009,60:76
51孙建林,等.800MPa级低合金中厚板的工艺及力学性能分析[C]//新一代钢铁材料研讨会.北京:中国金属学会, ??2001:345
52林清华.C-Mn超细晶钢控轧控冷工艺的研究[D].昆明:昆明理工大学,2003
53杨忠民,等.普通碳素钢超细晶临界奥氏体控轧工艺研究[J].钢铁,2001,36(8):43
54王国栋.以超快速冷却为核心的新一代TMCP技术[J].上海金属,2008,30(2):1
55张海,等.超细晶螺纹钢生产线改造及工艺实践[J].钢铁, 2007,42(11):48
56 Kyung-Tae Park,et al.Microstructural stability of ultrafine grained low-carbon steel containing vanadium fabricated by intense plastic straining[J].Metall Mater Trans A,2001, 32A:2373
57赵志华,等.400MPa级超细晶粒钢的力学性能[J].机械工程材料,2004,28(10):35
58田玉伟,苏崇涛.SS400超细晶钢力学性能的研究[J].钢铁, 2006,41(增刊2):414
59何长红,等.400MPa级超细晶粒热轧带肋钢筋焊接接头的组织和性能[J].钢铁研究学报,2004,16(6):56
60侯挣波,等.超细晶粒钢筋焊接接头的疲劳强度[J].钢铁研究学报,2007,19(2):43
61侯振波,等.SS400超细晶粒钢及其焊接接头的疲劳裂纹扩展速率[J].钢铁研究学报,2004,16(2):47
62 Qiu Hai,et al.Role of grain size on the strength and ductilebrittle transition temperature in the dual-sized ferrite region of the heat-affected zone of ultra-fine grained steel[J].Mater Sci Eng A,2006,435-436:648
63王建国,等.800MPa级低合金高强度钢低周疲劳性能[J].北京科技大学学报,2005,27(1):75
64 Furuya Y,et al.Effencts of carbon and phosphorus addition on the fatigue properties of ultrafine-grained steels[J]. Scripta Mater,2005,52:1163
65 Futuya Y,et al.Fatigue strength of ultrafine ferrite-cementite steels and effects of strenthening mechanisms[J].Metall Mater Trans A,2007,38A:2984
66 Chapetti M D,et al.Fatigue strength of ultra-fine grained steels[J].Mater Sci Eng A,2004,381:331
67 Chapetti M D,et al.Fatigue crack propagation behavior in ultra-fine grained low carbon steel[J].Int J Fatigue,2005, 27:235
68 Kim Ho-Kyung,et al.Fatigue properties of ultrafine grained low carbon steel produced by equal channel angular pressing [J].Mater Sci Eng A,2003,340:243
69 Okayasu M,et al.Fatigue properties of ultra-fine grained dual phase ferrite/martensite low carbon steel[J].Int J Fatigue, 2008,30:1358
70 Zitrou E,et al.Atmospheric corrosion of steel reinforcing bars produced by various manufacturing processes[J].Construction Building Mater,2007,21:1161
71 Gonzalez J J,et al.Failure of reinforcing concrete steel ribbed bars[J].Eng Failure Anal,2006,13:1376
72 Emilio Bastidas-Arteaga,et al.Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes[J].Structural Safety,2009,31:84
2黄锐,廖为团.HRB400热轧带肋钢筋的性能分析[J].南方金属,2003(1):37
3孙决定,丁世学.我国400MPaⅢ级钢筋的生产与应用[J].武钢技术,2005,43(4):27
4张越峰,霍晓莉.应力集中对余热处理钢筋冷、反弯裂纹影响研究[J].轧钢,1999(5):17
5简红勇.微合金化在我国的应用与发展[J].冶金丛刊,2004 (5):38
6全国钢标准化技术委员会GB1499.2-2007,钢筋混凝土用钢[S].北京:中国标准出版社,2008
7龚士弘,盛光敏.震区用钢知识问答[N].中国冶金报,2002- 01-23
8龚士弘.抗震设计用钢探讨[J].工程抗震,1995(3):37
9辛义德,等.建筑结构用钢的抗震性能及其提高途径[J].重庆大学学报,1986(2):9
10 Apostolopoulos C A,et al.Tensile and low fatigue behavior of corroded reinforcing steel bars S400[J].Construction Building Mater,2007,21:855
11 Apostolopoulos Ch Alk.Mechanical behavior of corroded reinforcing steel bars S500s tempcore under low cycle fatigue [J].Construction Building Mater,2007,21:1447
12齐俊杰,等.微合金钢[M].北京:冶金工业出版社,2006
13东涛,付俊岩.试论我国钢的微合金化发展方向[J].中国冶金,2002(5):16
14盛光敏,龚士弘.关于地震设防区建筑结构用钢的几点意见[J].自然灾害学报,1995,4(1):51
15 Sheng G M,Gong S H.Investigation of low cycle fatigue behaviors of building structural steels under earthquake loading[J].Acta Metall,1997,10:51
16龚士弘,盛光敏.高抗震建筑结构钢及其生产工艺:中国, CN1105395[P].1995-07-19
17秦斌,盛光敏,龚士弘.HRB400抗震钢筋的综合性能[J].钢铁研究学报,2006,18(5):33
18秦斌,盛光敏,龚士弘.20MnSiVⅢ级钢筋焊缝和热影响区拉伸脆性断裂的分析[J].特殊钢,2003,24(6):59
19廖洪军,盛光敏,等.HRB400Ⅲ钢筋抗震性能研究[J].钢铁钒钛,2005,26(4):12
20廖洪军.20MnSiV抗震钢筋的性能及钒的析出分析[J].上海钢研,2006(4):52
21蒋莉萍,盛光敏,等.HRB400钢筋中析出物的观察[J].材料导报,2007,21(5):482
22秦斌,盛光敏,龚士弘.HRB400抗震钢筋韧脆转变温度测试分析[J].钢筋钒钛,2003,24(4):59
23吴比,盛光敏,等.钒对HRB400钢筋应变时效及冲击性能的影响[J].钢铁研究,2004,32(3):138
24龚士弘,盛光敏.地震区建筑用钢的韧性对建筑物抗震性能的影响[J].工程抗震,2004(3):41
25龚士弘,盛光敏.地震区建筑用钢的可焊性问题[J].工程抗震与加固改造,2005,27(2):76
26王青江,王仪康.微合金控制轧制钢[J].焊管,1994,17(4): 14
27姚连登.微合金化与控制轧制的进展[J].宽厚板,1999(5): 1
28 Adem Bakkaloglu.Effect of processing parameters on the microstructure and properties of an Nb microalloyed steel [J].Mater Lett,2002,56:263
29何天禄.余热淬火-热芯回火工艺[J].天津冶金,2002(6):14
30王伟,商成嘉.大规格高强度钢筋轧后余热处理工艺探讨[J].山东冶金,2005,27(5):38
31赵双庭,何云雪.用轧后余热处理工艺生产不同强度级别螺纹钢筋的生产实践[J].天津冶金,2002(增刊8):7
32刘宏玉,等.Φ40mm英标460MPa级余热处理钢筋的几个问题探讨[J].钢铁,2000,35(12):30
33王纯,郭兵.460MPa级轧后余热处理钢筋[J].冶金设备, 2001(129):9
34李炳德,等.K_8轧后余热处理钢筋试验与生产[J].江西冶金,1991,11(1-2):33
35白玉光,等.高强度精轧螺纹钢筋的组织与性能[J].东北大学学报:自然科学版,2003,24(3):268
36周广武.轧后余热处理生产加表400W钢筋实践[J].河南冶金,2007,15(增刊):14
37完为国,杨仁江.英标460MPa级钢筋余热处理工艺研究[J].山东冶金,2005,27(5):35
38王瑞珍,等.低碳钢热轧钢筋再结晶控制轧制与控制冷却实现晶粒细化[J].钢铁,2004,39(2):47
39王勤,程浩.钢的含碳量对轧后余热处理钢材性能的影响[J].南方钢铁,1995(5):3
40余伟,等.余热处理20MnSi带肋钢筋力学性能的模拟研究[J].特殊钢,2002,23(3):13
41 Cetinal H,et al.Artificial neural networks modeling of mechanical property and microstructure evolution in the Tempcore process[J].Computers Sructures,2002,80:213
42 John Nikolaou,et al.Impact toughness of reinforcing steels produced by(ⅰ) the Tempcore process and(ⅱ) microalloying with vanadium[J].Int J Impact Eng,2005,31:1065
43仝丽珍,等.英标460BΦ50mm钢筋混凝土用钢筋的开发[J].山东冶金,2008,30(1):31
44姜丰达,等.螺纹钢控冷轧制的组织结构与性能研究[C]//第五届冶金工程科学论坛.北京:冶金研究,2006:221
45刘相华,等.热轧钢材的晶粒细化与超级钢开发[J]河南冶金,2004,12(3):3
46翁宇庆,等.超细晶钢——钢的组织细化理论与控制技术[M].北京:冶金工业出版社,2003
47翁宇庆.超细晶钢理论及技术进展[J].钢铁,2005,40(3):1
48汪建敏,等.基于温变形的超细晶中碳钢制备工艺[J].农业机械学报,2008,39(3):207
49 Wang T S,et al.A novel process to obtain ultrafine-grained low carbon steel with bimodal grain size distribution for potentially improving ductility[J].Mater Sci Eng,2008,A485: 456
50 Yoshitaka Okitsu,et al.A new route to fabricate ultrafinegrained structures in carbon steels without severe plastic deformation [J].Scripta Mater,2009,60:76
51孙建林,等.800MPa级低合金中厚板的工艺及力学性能分析[C]//新一代钢铁材料研讨会.北京:中国金属学会, ??2001:345
52林清华.C-Mn超细晶钢控轧控冷工艺的研究[D].昆明:昆明理工大学,2003
53杨忠民,等.普通碳素钢超细晶临界奥氏体控轧工艺研究[J].钢铁,2001,36(8):43
54王国栋.以超快速冷却为核心的新一代TMCP技术[J].上海金属,2008,30(2):1
55张海,等.超细晶螺纹钢生产线改造及工艺实践[J].钢铁, 2007,42(11):48
56 Kyung-Tae Park,et al.Microstructural stability of ultrafine grained low-carbon steel containing vanadium fabricated by intense plastic straining[J].Metall Mater Trans A,2001, 32A:2373
57赵志华,等.400MPa级超细晶粒钢的力学性能[J].机械工程材料,2004,28(10):35
58田玉伟,苏崇涛.SS400超细晶钢力学性能的研究[J].钢铁, 2006,41(增刊2):414
59何长红,等.400MPa级超细晶粒热轧带肋钢筋焊接接头的组织和性能[J].钢铁研究学报,2004,16(6):56
60侯挣波,等.超细晶粒钢筋焊接接头的疲劳强度[J].钢铁研究学报,2007,19(2):43
61侯振波,等.SS400超细晶粒钢及其焊接接头的疲劳裂纹扩展速率[J].钢铁研究学报,2004,16(2):47
62 Qiu Hai,et al.Role of grain size on the strength and ductilebrittle transition temperature in the dual-sized ferrite region of the heat-affected zone of ultra-fine grained steel[J].Mater Sci Eng A,2006,435-436:648
63王建国,等.800MPa级低合金高强度钢低周疲劳性能[J].北京科技大学学报,2005,27(1):75
64 Furuya Y,et al.Effencts of carbon and phosphorus addition on the fatigue properties of ultrafine-grained steels[J]. Scripta Mater,2005,52:1163
65 Futuya Y,et al.Fatigue strength of ultrafine ferrite-cementite steels and effects of strenthening mechanisms[J].Metall Mater Trans A,2007,38A:2984
66 Chapetti M D,et al.Fatigue strength of ultra-fine grained steels[J].Mater Sci Eng A,2004,381:331
67 Chapetti M D,et al.Fatigue crack propagation behavior in ultra-fine grained low carbon steel[J].Int J Fatigue,2005, 27:235
68 Kim Ho-Kyung,et al.Fatigue properties of ultrafine grained low carbon steel produced by equal channel angular pressing [J].Mater Sci Eng A,2003,340:243
69 Okayasu M,et al.Fatigue properties of ultra-fine grained dual phase ferrite/martensite low carbon steel[J].Int J Fatigue, 2008,30:1358
70 Zitrou E,et al.Atmospheric corrosion of steel reinforcing bars produced by various manufacturing processes[J].Construction Building Mater,2007,21:1161
71 Gonzalez J J,et al.Failure of reinforcing concrete steel ribbed bars[J].Eng Failure Anal,2006,13:1376
72 Emilio Bastidas-Arteaga,et al.Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes[J].Structural Safety,2009,31:84
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