摘要
在分析混凝土补偿收缩原理的基础上 ,对实现超长钢筋混凝土结构的无缝设计进行了初步理论分析 。
On the basis of analyzing the theory of shrinkage compensation,elementary analysis on the continual-casting design applied on long RC concrete is given in the paper.Connecting with an engineering example,basic method of continual-casting design is introduced as well.
出处
《河南城建高等专科学校学报》
2001年第3期4-5,共2页
Journal of Henan Urban Construction Junior College
关键词
补偿收缩
无缝设计
超长钢筋混凝土结构
expansive concrete
shrinkage compensation
continual-casting design
