乌兰察布城展馆结构设计
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摘要
乌兰察布城展馆主体形式为钢筋混凝土框架-剪力墙,内部存在空间钢桁架、双层钢网壳等多种结构类型,存在大悬挑、错层、钢与混凝土连接、钢结构异形节点等。双层球幕钢网壳作为悬挑桁架的支点,也是设计的一个亮点和难点。从结构基础选型到主体结构整体分析、从钢结构整体计算设计思路到复杂关键节点分析均进行了详细的阐述,重点利用PKPM及MIDAS两种软件对主体结构进行了多遇地震下的反应谱分析和弹性时程分析,并将结果进行比较。对双层球幕球壳结构进行分体计算,确保结构的经济及安全性。
The reinforced concrete frame-shear wall system is used in the main structure of Wulanchabu City Exhibition Hall with spatial steel truss and double-layer spherical latticed shell structure in inner space. Some irregularities exist in the structure such as large cantilever,staggered floor,connection of steel and concrete and special-shaped steel joint. The double-layer spherical latticed shell,which is the fulcrum of the cantilever truss,features the highlight and difficulty in design. The selection of foundation structure,overall analysis on the main structure,the overall design and calculation ideas and complex key joint analysis were introduced in detail. The response spectrum and elastic time-history analysis of the main structure under the frequent earthquake were accomplished by using programs of PKPM and MIDAS,and the results were analyzed and compared. The double-layer spherical latticed shell was analyzed separately to ensure the economy and safety of the structure.
The reinforced concrete frame-shear wall system is used in the main structure of Wulanchabu City Exhibition Hall with spatial steel truss and double-layer spherical latticed shell structure in inner space. Some irregularities exist in the structure such as large cantilever,staggered floor,connection of steel and concrete and special-shaped steel joint. The double-layer spherical latticed shell,which is the fulcrum of the cantilever truss,features the highlight and difficulty in design. The selection of foundation structure,overall analysis on the main structure,the overall design and calculation ideas and complex key joint analysis were introduced in detail. The response spectrum and elastic time-history analysis of the main structure under the frequent earthquake were accomplished by using programs of PKPM and MIDAS,and the results were analyzed and compared. The double-layer spherical latticed shell was analyzed separately to ensure the economy and safety of the structure.
引文
[1]GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
[2]魏利金,崔世敏,史炎升.复杂超限高位大跨连体结构设计[J].建筑结构,2013,43(2):12-16.
[3]景辉,杨会杰,金来建,等.榆林科技馆单层带缺口球壳结构设计[J].建筑结构,2010,40(12):86-88.
[4]葛家琪,管志忠,王树,等.杭州国际会议中心主楼结构设计研究[J]建筑结构,2006,36(S1):(2-1)-(2-5).
[2]魏利金,崔世敏,史炎升.复杂超限高位大跨连体结构设计[J].建筑结构,2013,43(2):12-16.
[3]景辉,杨会杰,金来建,等.榆林科技馆单层带缺口球壳结构设计[J].建筑结构,2010,40(12):86-88.
[4]葛家琪,管志忠,王树,等.杭州国际会议中心主楼结构设计研究[J]建筑结构,2006,36(S1):(2-1)-(2-5).
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