某传统风格建筑钢结构楼阁设计
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摘要
品泉阁是道教圣地化女泉景区特色建筑之一,为传统风格楼阁建筑。传统楼阁常以木结构为主,而品泉阁采用了以钢结构为主的框架结构,分别从建筑特点、结构布置、结构计算分析、典型节点相关构造等方面进行了分析,通过合理的构件选型、布置及节点设计,满足了建筑风格及功能要求。计算和试验结果表明:结构各项指标满足规范要求,节点设置合理。该项目在继承传统建筑风格的基础上,运用现代建筑结构材料,满足建筑造型及功能需要,可为类似工程提供设计参考。
Pinquan Pavilion is a characteristic architecture in Taoist Shrine Huanü Springs and it is a traditional style pavilion architecture. The traditional pavilion mainly adopts wood structure,Pinquan Pavilion adopts the frame structure mainly with steel structure. The structure was analyzed from the perspectives of architectural characteristics,structural layout,structural calculation and analysis, related construction of typical joints. The functional requirements and architectural style were met through the reasonable component selection,layout and joint design. The calculation and test results show that all the indexes of the structure meet the requirements of the code and the joints are set reasonably. On the basis of inheriting the traditional architectural style, the use of modern building structural materials can meet the architectural shape and functional needs,which can provide a reference for similar projects.
Pinquan Pavilion is a characteristic architecture in Taoist Shrine Huanü Springs and it is a traditional style pavilion architecture. The traditional pavilion mainly adopts wood structure,Pinquan Pavilion adopts the frame structure mainly with steel structure. The structure was analyzed from the perspectives of architectural characteristics,structural layout,structural calculation and analysis, related construction of typical joints. The functional requirements and architectural style were met through the reasonable component selection,layout and joint design. The calculation and test results show that all the indexes of the structure meet the requirements of the code and the joints are set reasonably. On the basis of inheriting the traditional architectural style, the use of modern building structural materials can meet the architectural shape and functional needs,which can provide a reference for similar projects.
引文
[1]建筑结构荷载规范:GB 50009—2012[S].北京:中国建筑工业出版社,2012.
[2]钢结构设计规范:GB 50017—2003[S].北京:中国计划出版社,2003.
[3]建筑抗震设计规范:GB 50011—2010[S].北京:中国建筑工业出版社,2010.
[4]薛建阳,翟磊,高卫欣,等.仿古建筑矩形与圆形钢管柱连接抗震性能试验研究[J].建筑结构学报,2016,37(2):81-91.
[5]薛建阳,吴占景,隋龑,等.传统风格建筑钢结构双梁-柱中节点抗震性能试验研究及有限元分析[J].工程力学,2016,33(5):97-105.
[6]薛建阳,翟磊,魏志粉,等.传统风格建筑圆钢管柱-箱形截面双梁节点受力性能试验研究与承载力计算[J].工程力学,2017,34(2):189-196.
[2]钢结构设计规范:GB 50017—2003[S].北京:中国计划出版社,2003.
[3]建筑抗震设计规范:GB 50011—2010[S].北京:中国建筑工业出版社,2010.
[4]薛建阳,翟磊,高卫欣,等.仿古建筑矩形与圆形钢管柱连接抗震性能试验研究[J].建筑结构学报,2016,37(2):81-91.
[5]薛建阳,吴占景,隋龑,等.传统风格建筑钢结构双梁-柱中节点抗震性能试验研究及有限元分析[J].工程力学,2016,33(5):97-105.
[6]薛建阳,翟磊,魏志粉,等.传统风格建筑圆钢管柱-箱形截面双梁节点受力性能试验研究与承载力计算[J].工程力学,2017,34(2):189-196.