摘要
介绍了以补偿收缩混凝土为结构材料、以加强带取代后浇缝连续浇筑超长钢筋混凝土结构的设计施工方法.
The paper introduces a new design and construction method of eliminating back-filled joints for superlong reinforced concrete structure, and gives its theoretical basis and application results in engineerings. The method is initiative both in China and abroad, and concerns the design circle greatly.
出处
《建筑结构》
CSCD
北大核心
1998年第6期21-23,共3页
Building Structure
关键词
膨胀剂
无缝设计
钢筋混凝土结构
施工
UEA
shrinkage-compensating concrete
jointless design
UEA expansive strengthening zone
