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泉州体育场结构设计中钢挑篷封头梁落地拱产生的轴压力通过钢筋混凝土异形框架柱向下传递至基础、桩基,拉力则通过落地拱底端销轴埋板下设置的型钢传递给主体结构的型钢混凝土异形框架;阐述了整体倾斜的火炬柱、灯柱的设计要点,对矩形和H形等非圆形截面欲形成空间曲面或空间折面均会遭遇的截面空间扭转问题提出了加厚钢板过渡和以横隔板过渡连接两种解决办法;对体育场主体结构基础外的室内场地工后沉降问题给出了采用梁板结构和地基处理两种处理方案;混凝土异形框架的结构形式兼顾了体育场外立面曲面幕墙设置的便利性,使建筑结构整体能获得的最大合理性和经济性。
The axial pressure generated by the landing arch of the steel canopy head in the structural design of the Quanzhou Stadium is transmitted to the foundation and the pile base through the reinforced concrete frame column, and the tensile force is transmitted to the main body through the steel set under the buried plate at the bottom end of the landing arch. The structural steel-concrete shaped frame of the structure; elaborated the design points of the overall tilted torch column and lamp post, and proposed the addition of rectangular space and H-shaped non-circular cross-sections to form space curved surfaces or space-crossing surfaces. There are two solutions for the transition of thick steel plate and transitional connection with the diaphragm; two treatment plans are adopted for the post-construction settlement of the indoor site outside the main structure of the stadium; the structural form of the concrete frame is taken into consideration. The convenience of the curved surface wall facade of the stadium facade makes the building structure as a whole obtain the most reasonable and economical.