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该工程旋转餐厅悬挑跨度８．６１９ｍ，悬挑部分距主楼屋面２６ｍ，采用后张法有粘结预应力结构。针对这些特点，本文着重介绍旋转餐厅结构的模板体系和有粘结预应力施工技术。
The project revolving restaurant cantilevered span of 8.619m, cantilevered away from the main building roof 26m, post-tension method with pre-stress bonded structure. In response to these characteristics, this article focuses on the rotating restaurant structure of the template system and bonded prestressed construction technology.