施红军¹，  商承志²，  刘晴云¹
(1 现代设计集团华东建筑设计研究院有限公司, 上海200002; 2 浙江城建设计集团上海分院, 上海201204)

[摘要] 泉州体育场为一复杂的大型体育建筑，下部为混凝土看台及各功能用房，上部为钢结构悬挑屋盖。基础为预应力PHC管桩，下部砼结构采用异形框架结构体系，上部钢屋盖采用了箱形截面悬臂梁加撑杆体系。本文重点介绍了看台、诱导缝、钢屋盖、灯柱火炬柱以及天桥的设计，归纳总结了一些设计经验，可供同类工程参考。
[关键词] 异形框架；钢挑篷；诱导缝；风洞试验；风振系数人行天桥

    Structural Design of Quanzhou Stadium
    Shi Hongjun¹, Shang Chengzhi², Liu Qingyun¹
    (1East China Architectural Design & Research Institute, Co., Ltd., Xian Dai Architectural Design Group, Shanghai 200002, China; 2 Shanghai Branch of Zhejiang Chengjian Design Group, Shanghai 201204, China)

Abstract: Quanzhou Stadium is a complex large-scale sports construction, which lower parts are concrete stands and function space, upside are steel cantilevered roofs. PHC Pile is used in foundation, the lower part of concrete structure is special frame,  the steel roof is made up of box shaped cross section plus brace. The design of stands, induced joints,  steel roof, lamp post, torch post and footbridge is introduced, some design experience is summarized which provides a reference to similar projects.
Keywords: special frame; steel canopy roof; induced joint; wind tunnel test; wind-induced vibration coefficient; footbridge