深圳大运中心体育场钢屋盖设计难点与分析
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摘要
深圳大运中心体育场钢屋盖采用单层折面空间网格结构,最大悬挑跨度68.4m,用20个球铰支座支撑,具有稳定问题突出、多项技术超规范设计特点。为了结构安全、经济,并具有良好抗风、抗震性能,通过计算分析,研究了结构找形和增设肩谷环梁前后的整体结构动力及静力性能、支座反力等。结果表明:结构体系稳定、安全;悬挑挠度限值的确定经济合理;通过结构找形和增设肩谷环梁,缩短了结构周期、减小了风振效应、增强了结构刚度、提高了抗倾覆能力、减小了支座环向反力、改善了应力集中状况、提高了材料利用率,获得良好的结构性能。
The steel roof of the stadium adopted the single-layer folded-plane lattice shell structure in Shenzhen Universiade Sports Centre.The maximam cantilevered span is 68.4 meter.The structure has 20 spherical hinge supports,causing stability problems and many technical challenges beyond code.To achieve a kind of structure that is safe,economical and excellent capacity on wind and seismic resistance,the overall structural dynamic and static behavior,support reactions before and after the architectural shape adjustment and the circular beam addition.The results indicate that the structural system is stable and safe with good wind and seismic resistance.Adjusting architectural shaper and adding circuit beam can reduce the period and wind vibration effect,improve the structural stiffness and the overall damping,reduce support circular force,improve stress concentration,improve the use of materials and achieve good structural performance.
The steel roof of the stadium adopted the single-layer folded-plane lattice shell structure in Shenzhen Universiade Sports Centre.The maximam cantilevered span is 68.4 meter.The structure has 20 spherical hinge supports,causing stability problems and many technical challenges beyond code.To achieve a kind of structure that is safe,economical and excellent capacity on wind and seismic resistance,the overall structural dynamic and static behavior,support reactions before and after the architectural shape adjustment and the circular beam addition.The results indicate that the structural system is stable and safe with good wind and seismic resistance.Adjusting architectural shaper and adding circuit beam can reduce the period and wind vibration effect,improve the structural stiffness and the overall damping,reduce support circular force,improve stress concentration,improve the use of materials and achieve good structural performance.
引文
[1]沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999.(Shen Shizhao,Chen Xin.Stability ofreticulated shells[M].Beijing:Science Press,1999.(in Chinese))
[2]JGJ 61—2003网壳结构技术规程[S].(JGJ 61—2003 Technical specification for latticed shells[S].(in Chinese))
[3]GB 50017—2003钢结构设计规范[S].(GB50017—2003 Code for design of steel structures[S].(in Chinese))
[4]北京市建筑工程研究院.深圳大运中心主体育场卸载过程监测报告[R].北京:北京市建筑工程研究院,2010.(Beijing Institute of EngineeringArchitectural.Unloading process report on monitoring ofShenzhen Universiade Sports Centre[R].Beijing:Beijing Institute of Engineering Architectural,2010.(inChinese))
[5]CECS 235:2008铸钢节点应用技术规程[S].(CECS 235:2008 Technical specification applied forcast steel joint[S].(in Chinese))
[6]GB 50011—2001建筑抗震设计规范[S].(GB50011—2001 Code for seismic design of building[S].(in Chinese))
[7]GB 50009—2001建筑结构荷载规范[S].2006.(GB 50009—2001 Load code for the design ofbuilding strurures[S].2006.(in Chinese))
[8]广东省建筑科学研究院.深圳大运中心体育场风荷载研究报告[R].广州:广东省建筑科学研究院,2007.(Guangdong Institute of Architectural ScientificResearch.Research reports of Shenzhen UniversiadeSports Centre about wind[R].Guangzhou:GuangdongProvincial Academy of Building Research,2007.(inChinese))
[9]深圳地质建设工程公司.深圳奥林匹克体育中心工程场地地震安全性评价报告[R].深圳:深圳地质建设工程公司,2006.(Geological ConstructionEngineering Corporation of Shenzhen.Seismic safetyevaluation report of the olympic sports center inShenzhen[R].Shenzhen:Geological ConstructionEngineering Corporation of Shenzhen,2006.(inChinese))
[2]JGJ 61—2003网壳结构技术规程[S].(JGJ 61—2003 Technical specification for latticed shells[S].(in Chinese))
[3]GB 50017—2003钢结构设计规范[S].(GB50017—2003 Code for design of steel structures[S].(in Chinese))
[4]北京市建筑工程研究院.深圳大运中心主体育场卸载过程监测报告[R].北京:北京市建筑工程研究院,2010.(Beijing Institute of EngineeringArchitectural.Unloading process report on monitoring ofShenzhen Universiade Sports Centre[R].Beijing:Beijing Institute of Engineering Architectural,2010.(inChinese))
[5]CECS 235:2008铸钢节点应用技术规程[S].(CECS 235:2008 Technical specification applied forcast steel joint[S].(in Chinese))
[6]GB 50011—2001建筑抗震设计规范[S].(GB50011—2001 Code for seismic design of building[S].(in Chinese))
[7]GB 50009—2001建筑结构荷载规范[S].2006.(GB 50009—2001 Load code for the design ofbuilding strurures[S].2006.(in Chinese))
[8]广东省建筑科学研究院.深圳大运中心体育场风荷载研究报告[R].广州:广东省建筑科学研究院,2007.(Guangdong Institute of Architectural ScientificResearch.Research reports of Shenzhen UniversiadeSports Centre about wind[R].Guangzhou:GuangdongProvincial Academy of Building Research,2007.(inChinese))
[9]深圳地质建设工程公司.深圳奥林匹克体育中心工程场地地震安全性评价报告[R].深圳:深圳地质建设工程公司,2006.(Geological ConstructionEngineering Corporation of Shenzhen.Seismic safetyevaluation report of the olympic sports center inShenzhen[R].Shenzhen:Geological ConstructionEngineering Corporation of Shenzhen,2006.(inChinese))