摘要
针对综合体育场馆悬挂式附属结构与主体结构之间的施工难点进行了分析,提出了解决方案:通过加强吊柱节点处理,有效消除了悬挂体系节点根部易产生裂缝的隐患,采用预埋钢筋法代替化学植筋法,施工工艺方便快捷,从而有效保障结构安全性。
This paper analyzes construction diffficulties＇between suspended auxiliary structure and major structure of comprehensive sports venues, puts forward solutions. Through strengthening hanging-column joints treatment, it effectively demolishes cracking hazards at suspected system joints end. Through applying pre-embedded steel reinforced method replacing chemical reinforcing method, the construction technique is rather convenient and fast. As a result, it effectively ensures the structural security.
出处
《山西建筑》
2012年第7期99-100,共2页
Shanxi Architecture
关键词
悬挂式
倒序施工
节点处理
suspension, reverse construction, joint treatment
