4000m~3级大型炼铁高炉空间钢结构系统地震反应分析
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摘要
高炉框架、粗煤气系统及旋流除尘器系统是大型炼铁高炉重要组成部分,因工艺要求,高炉框架、粗煤气除尘系统、旋流除尘器系统纵横交错在一起,决定其特有的结构特点和结构形式。高炉框架不仅承受炉顶料仓、受料斗、热风围管等设备的重量,同时还要承受上料系统结构、粗煤气系统传来的荷载,是一个复杂的高耸结构体系。
然而长期以来,高炉框架、粗煤气系统、旋流除尘器系统等设计仅仅停留在以经验为主、计算为辅的低层次阶段,许多设计更多地服从于“过去的现实”。分段或平面简化分析结果不能完全反映高炉空间钢结构系统受力特征,高炉空间钢结构系统在地震作用下的动力响应及其破坏机理尚不清楚。
论文借助大型SAP2000有限元程序,建立高炉框架、粗煤气系统及旋流除尘器系统三维空间计算模型,对高炉空间钢结构系统进行整体分析,得到其在各种静力荷载作用下的内力和变形,根据《钢结构设计规范》(GB50017-2003)规定的原则,对其杆件的强度和变形进行了分析,给出其设计方法和建议。
论文运用三维空间分析模型,对高炉空间钢结构系统动力特性进行了分析,得到其周期、振型等特征参数。运用时程分析法,对高炉空间钢结构系统在多遇地震和罕遇地震作用下的地震反应进行了分析,考察其在非线性动力反应下的抗震性能。分析比较同一水准地震从不同作用方向(X和Y方向)作用高炉空间钢结构系统时,其内力和位移的差异。研究高炉空间钢结构系统内力和变形特征,探讨在地震作用下高炉空间钢结构系统薄弱部位及破坏机理,提出高炉空间结构体系抗震设计方法。
论文探讨炉体框架形式(渐进式炉体框架和突变式炉体框架)、炉顶框架形式、柱脚连接方式(铰接和刚接)对结构内力和变形的影响,给出高炉框架荷载取值建议,提出了高炉空间钢结构框架设计建议。
Blast furnace frame, crude gas system and the cyclone dust collector system are important parts of large blast furnace, the criss-cross of these systems determine its unique structure features and types due to process requirements. Blast furnace frame is a complex high-rise structure system which bears not only the weight of top storage bin, receiving hopper, hot blast circular duct and other equipment, but also bear the load from the structure of the feeding system and the crude gas the system.
However, the blast furnace frame, crude gas system and the cyclone dust collector system design is merely on low-level stage which rely mainly on experience supplemented by calculation for a long time, many designs are more subject to "reality of the past." The section or plane simplified analysis results may not fully reflect the force feature of the spatial steel structure system, the dynamic response and failure mechanism of steel structure system under seismic is not clear.
This paper establishes spatial model of blast furnace frame, crude gas system and cyclone dust collector system with SAP2000, then analysis the spatial steel structure system as a whole and obtain its internal force and deformation under various static load. According to Code for design of steel structures (GB50017-2003), this paper also analysis the strength and deformation of the spatial steel structure system , then propose design methods and recommendations.
In order to get the natural vibration period, vibration mode and other characteristic parameters of the steel structure system, we make a analysis to dynamic characteristics of spatial steel structure system with spatial model. This paper analysis seismic response of the spatial steel structure system under frequently occurred earthquake and seldomly occurred earthquake by using time history method, then review its earthquake resistant behavior under nonlinear dynamic response. The internal force and displacement differences of the spatial steel structure system under same level of earthquake from different directions (X and Y direction) is analyzed comparatively. The internal forces and deformation characteristics of spatial steel structure system is researched, the weak regions and failure mechanism of the spatial steel structure system under seismic is discussed, seismic design method for spatial steel structure system is proposed.
In this paper, the influence of the furnace frame types (progressive frame and mutational frame), furnace roof frame types and column foot connection types (hinged and rigid) to the internal force and deformation of the structure is discussed. Then the suggestion for load value taking and design of the spatial steel structure system is put forward.
然而长期以来,高炉框架、粗煤气系统、旋流除尘器系统等设计仅仅停留在以经验为主、计算为辅的低层次阶段,许多设计更多地服从于“过去的现实”。分段或平面简化分析结果不能完全反映高炉空间钢结构系统受力特征,高炉空间钢结构系统在地震作用下的动力响应及其破坏机理尚不清楚。
论文借助大型SAP2000有限元程序,建立高炉框架、粗煤气系统及旋流除尘器系统三维空间计算模型,对高炉空间钢结构系统进行整体分析,得到其在各种静力荷载作用下的内力和变形,根据《钢结构设计规范》(GB50017-2003)规定的原则,对其杆件的强度和变形进行了分析,给出其设计方法和建议。
论文运用三维空间分析模型,对高炉空间钢结构系统动力特性进行了分析,得到其周期、振型等特征参数。运用时程分析法,对高炉空间钢结构系统在多遇地震和罕遇地震作用下的地震反应进行了分析,考察其在非线性动力反应下的抗震性能。分析比较同一水准地震从不同作用方向(X和Y方向)作用高炉空间钢结构系统时,其内力和位移的差异。研究高炉空间钢结构系统内力和变形特征,探讨在地震作用下高炉空间钢结构系统薄弱部位及破坏机理,提出高炉空间结构体系抗震设计方法。
论文探讨炉体框架形式(渐进式炉体框架和突变式炉体框架)、炉顶框架形式、柱脚连接方式(铰接和刚接)对结构内力和变形的影响,给出高炉框架荷载取值建议,提出了高炉空间钢结构框架设计建议。
Blast furnace frame, crude gas system and the cyclone dust collector system are important parts of large blast furnace, the criss-cross of these systems determine its unique structure features and types due to process requirements. Blast furnace frame is a complex high-rise structure system which bears not only the weight of top storage bin, receiving hopper, hot blast circular duct and other equipment, but also bear the load from the structure of the feeding system and the crude gas the system.
However, the blast furnace frame, crude gas system and the cyclone dust collector system design is merely on low-level stage which rely mainly on experience supplemented by calculation for a long time, many designs are more subject to "reality of the past." The section or plane simplified analysis results may not fully reflect the force feature of the spatial steel structure system, the dynamic response and failure mechanism of steel structure system under seismic is not clear.
This paper establishes spatial model of blast furnace frame, crude gas system and cyclone dust collector system with SAP2000, then analysis the spatial steel structure system as a whole and obtain its internal force and deformation under various static load. According to Code for design of steel structures (GB50017-2003), this paper also analysis the strength and deformation of the spatial steel structure system , then propose design methods and recommendations.
In order to get the natural vibration period, vibration mode and other characteristic parameters of the steel structure system, we make a analysis to dynamic characteristics of spatial steel structure system with spatial model. This paper analysis seismic response of the spatial steel structure system under frequently occurred earthquake and seldomly occurred earthquake by using time history method, then review its earthquake resistant behavior under nonlinear dynamic response. The internal force and displacement differences of the spatial steel structure system under same level of earthquake from different directions (X and Y direction) is analyzed comparatively. The internal forces and deformation characteristics of spatial steel structure system is researched, the weak regions and failure mechanism of the spatial steel structure system under seismic is discussed, seismic design method for spatial steel structure system is proposed.
In this paper, the influence of the furnace frame types (progressive frame and mutational frame), furnace roof frame types and column foot connection types (hinged and rigid) to the internal force and deformation of the structure is discussed. Then the suggestion for load value taking and design of the spatial steel structure system is put forward.
引文
[1]杜鹤桂.我国高炉炼铁生产现状及未来发展分析[J].鞍钢技术, 2006, 5: 1-5.
[2]伍积明.大型高炉优化设计的思考[J].钢铁技术, 2006, 2: 1-4.
[3]李连祥.我国高炉结构设计的基本现状及前瞻[J].工业建筑, 1997, 27(12): 6-9.
[4]姜德进.关于高炉结构设计的若干问题探讨[J].工业建筑, 2003, 33(6): 46-51.
[5]张荣钢,王学东,邹贵平.冶金高炉结构体系受力分析[J].沈阳建筑工程学院学报, 1993, 9(1): 21-27.
[6]蒋正春.高炉框架的整体计算分析[J].钢铁技术, 2006, 6: 22-31.
[7]俞祖范,杜井林,廖舜德.高炉抗震分析[J].浙江工学院学报, 1984, 2: 57-77.
[8]但泽义,戈晓锋,王林.大型高炉炉体框架的结构形式及内力分析方法[J].钢铁技术, 2005, 5: 37-39.
[9]马洌海,邵同平,龚宗宜.涟钢3200m3高炉炉身、炉顶刚架优化设计[J].钢结构, 2009, 24(10): 52-56.
[10]李青芳(译).日本高炉结构抗震设计的研究[J].钢结构, 1992, 2: 10-17.
[11]张汉文,扶正宇,张政.高炉炉体框架结构设计探讨[J].工业建筑, 1996, 26(12): 13-17.
[12] Maxwell J C. Scientific Papers, Vol.2 [C]. New York: Dover Publications, 1952: 175-177.
[13]陈绍蕃.钢结构[M].北京:中国建筑工业出版社, 2003.
[14]文波.配电楼-电气设备系统的地震反应及减震控制研究[D].西安:西安建筑科技大学, 2008.
[15]北京金土木软件技术有限公司. SAP2000中文版使用指南[M].北京:中国建筑工业出版社, 2006.
[16]邱斌.高炉框架地震反应分析[D].西安:西安建筑科技大学, 2010.
[17]胡松,王肇民.洛阳电视塔的结构抗震分析[J].建筑结构, 2000, 30(1): 57-59.
[18]王银志,马震岳.高地震区高耸进水塔结构的动力分析[J].水电能源科学, 2003, 21(1): 76-79.
[19]夏福强,赵富莉,汪洋,单亮.罕遇地震作用下的弹塑性时程分析及抗震性能化评价在工程中应用[J].深圳土木与建筑, 2007, 4(4): 45-50.
[20]古今强.多层工业厂房可变荷载地震组合值系数的取值[J].广东土木与建筑, 2010, 4: 13-15.
[21]韩朝辉.巨型钢框架静力和动力性能分析[D].西安:西安建筑科技大学, 2006.
[22]谢淮宁.钢框架结构的优化设计研究[D].南京:河海大学, 2006.
[23]肖斌.大型火电厂锅炉钢结构静力及稳定性分析[D].上海:上海交通大学, 2008.
[24]侯列迅.钢框架结构非线性地震动力分析[D].成都:西南交通大学, 2008.
[25]钟光忠.罕遇地震作用下多层钢框架结构的弹塑性分析[D].成都:西南交通大学, 2008.
[26]邵珍奇.多层钢框架结构的优化设计分析[D].西安:西安建筑科技大学, 2009.
[27]李健.大型高炉炉壳地震反应分析[D].西安:西安建筑科技大学, 2010.
[28]陈骥.钢结构稳定理论与设计[M].北京:科学出版社, 2006.
[29]龙驭球,包世华.结构力学教程[M].北京:高等教育出版社, 1988.
[30] M.帕兹著,李裕澈等译.结构动力学—理论与计算[M].北京:地震出版社, 1993.
[31]丰定国.工程结构抗震[M].北京:地震出版社, 2002.
[32]李爱群,高振世.工程结构抗震设计[M].北京:中国建筑工业出版社, 2004.
[33]戴国莹,王亚勇.房屋建筑抗震设计[M].北京:中国建筑工业出版社, 2005.
[34]王社良.抗震结构设计[M].武汉:武汉理工大学出版社, 2007.
[35]梁醒培,王辉.基于有限元法的结构优化设计:原理与工程应用[M].北京:清华大学出版社, 2010.
[36]张福明,党玉华.我国大型高炉长寿技术发展现状[J].钢铁, 2004, 39(10): 75-78.
[37]王维兴.中国高炉炼铁技术进展[J].钢铁, 2005, 40(10): 8-12.
[38]吴建洲,徐少兵.宝钢4高炉技术采用的新技术及其特点[J].宝钢技术, 2006, 5: 35-39.
[39]于仲洁.高炉炼铁技术未来的发展[J].钢铁研究, 2000, 1: 1-3.
[40]耿民. 3200m3高炉炉体箱形框架制作[J].天津冶金, 2007, 140: 95-106.
[41]刘建祖.包钢2号高炉框架柱梁制造[J].包钢科技, 2004, 30(5): 51-66.
[42]苏庆田,张其林,但泽义,赵文曦.宝钢二号高炉炉体框架的加固设计[J].建筑结构学报, 2003, 24(5): 31-35.
[43]苏庆田,张其林,但泽义.宝钢二号高炉炉体框架的加固验算[J].钢结构, 2002, 6: 54-56.
[44]李连祥,买香玲.国内外高炉钢结构设计技术的比较分析[J].特种结构, 1998, 15(1): 22-26.
[45]周强.武钢新建3200m3高炉采用的新技术[J].炼铁, 2004, 23(4): 1-6.
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[50] Stephen A Mahin. Lessons from damage to steel buildings during the Northridge earthquake [J]. Engineering Structures, 1998, 20(4-6): 261-270.
[51]中华人民共和国建设部.建筑抗震设计规范(GB50011-2001) [S].北京:中国建筑工业版社, 2008.
[52]中华人民共和国建设部.钢结构设计规范(GB50017-2003) [S].北京:中国建筑工业版社, 2003.
[53]中华人民共和国建设部.建筑结构荷载规范(GB50009-2001) [S].北京:中国建筑工业版社, 2006.
[2]伍积明.大型高炉优化设计的思考[J].钢铁技术, 2006, 2: 1-4.
[3]李连祥.我国高炉结构设计的基本现状及前瞻[J].工业建筑, 1997, 27(12): 6-9.
[4]姜德进.关于高炉结构设计的若干问题探讨[J].工业建筑, 2003, 33(6): 46-51.
[5]张荣钢,王学东,邹贵平.冶金高炉结构体系受力分析[J].沈阳建筑工程学院学报, 1993, 9(1): 21-27.
[6]蒋正春.高炉框架的整体计算分析[J].钢铁技术, 2006, 6: 22-31.
[7]俞祖范,杜井林,廖舜德.高炉抗震分析[J].浙江工学院学报, 1984, 2: 57-77.
[8]但泽义,戈晓锋,王林.大型高炉炉体框架的结构形式及内力分析方法[J].钢铁技术, 2005, 5: 37-39.
[9]马洌海,邵同平,龚宗宜.涟钢3200m3高炉炉身、炉顶刚架优化设计[J].钢结构, 2009, 24(10): 52-56.
[10]李青芳(译).日本高炉结构抗震设计的研究[J].钢结构, 1992, 2: 10-17.
[11]张汉文,扶正宇,张政.高炉炉体框架结构设计探讨[J].工业建筑, 1996, 26(12): 13-17.
[12] Maxwell J C. Scientific Papers, Vol.2 [C]. New York: Dover Publications, 1952: 175-177.
[13]陈绍蕃.钢结构[M].北京:中国建筑工业出版社, 2003.
[14]文波.配电楼-电气设备系统的地震反应及减震控制研究[D].西安:西安建筑科技大学, 2008.
[15]北京金土木软件技术有限公司. SAP2000中文版使用指南[M].北京:中国建筑工业出版社, 2006.
[16]邱斌.高炉框架地震反应分析[D].西安:西安建筑科技大学, 2010.
[17]胡松,王肇民.洛阳电视塔的结构抗震分析[J].建筑结构, 2000, 30(1): 57-59.
[18]王银志,马震岳.高地震区高耸进水塔结构的动力分析[J].水电能源科学, 2003, 21(1): 76-79.
[19]夏福强,赵富莉,汪洋,单亮.罕遇地震作用下的弹塑性时程分析及抗震性能化评价在工程中应用[J].深圳土木与建筑, 2007, 4(4): 45-50.
[20]古今强.多层工业厂房可变荷载地震组合值系数的取值[J].广东土木与建筑, 2010, 4: 13-15.
[21]韩朝辉.巨型钢框架静力和动力性能分析[D].西安:西安建筑科技大学, 2006.
[22]谢淮宁.钢框架结构的优化设计研究[D].南京:河海大学, 2006.
[23]肖斌.大型火电厂锅炉钢结构静力及稳定性分析[D].上海:上海交通大学, 2008.
[24]侯列迅.钢框架结构非线性地震动力分析[D].成都:西南交通大学, 2008.
[25]钟光忠.罕遇地震作用下多层钢框架结构的弹塑性分析[D].成都:西南交通大学, 2008.
[26]邵珍奇.多层钢框架结构的优化设计分析[D].西安:西安建筑科技大学, 2009.
[27]李健.大型高炉炉壳地震反应分析[D].西安:西安建筑科技大学, 2010.
[28]陈骥.钢结构稳定理论与设计[M].北京:科学出版社, 2006.
[29]龙驭球,包世华.结构力学教程[M].北京:高等教育出版社, 1988.
[30] M.帕兹著,李裕澈等译.结构动力学—理论与计算[M].北京:地震出版社, 1993.
[31]丰定国.工程结构抗震[M].北京:地震出版社, 2002.
[32]李爱群,高振世.工程结构抗震设计[M].北京:中国建筑工业出版社, 2004.
[33]戴国莹,王亚勇.房屋建筑抗震设计[M].北京:中国建筑工业出版社, 2005.
[34]王社良.抗震结构设计[M].武汉:武汉理工大学出版社, 2007.
[35]梁醒培,王辉.基于有限元法的结构优化设计:原理与工程应用[M].北京:清华大学出版社, 2010.
[36]张福明,党玉华.我国大型高炉长寿技术发展现状[J].钢铁, 2004, 39(10): 75-78.
[37]王维兴.中国高炉炼铁技术进展[J].钢铁, 2005, 40(10): 8-12.
[38]吴建洲,徐少兵.宝钢4高炉技术采用的新技术及其特点[J].宝钢技术, 2006, 5: 35-39.
[39]于仲洁.高炉炼铁技术未来的发展[J].钢铁研究, 2000, 1: 1-3.
[40]耿民. 3200m3高炉炉体箱形框架制作[J].天津冶金, 2007, 140: 95-106.
[41]刘建祖.包钢2号高炉框架柱梁制造[J].包钢科技, 2004, 30(5): 51-66.
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