摘要
福州融侨锦江一期住宅连接体大板长度超 2 0 0 m,面积超 2万 m2 ,不设伸缩缝。本文介绍该大面积预应力板在复杂荷载作用下的结构设计及施工中所采取的裂缝控制措施。
The housing connection plate in Fuzhou RongQiao Garden is more than 200metres long,and its area past 20 thousands squane metres,but no shrink-stretching seam.This paper describe the methods of crack control in construction and structuce design of the large prestressed plate under complex loads.
出处
《福建建设科技》
2002年第2期24-25,共2页
Fujian Construction Science & Technology
