摘要
为解决高密度配筋型钢混凝土梁的混凝土施工质量问题,通过对自密实混凝土配合比的设计及其工作性能研究、对梁主筋的优化设计和施工质量控制措施的优化,使得型钢混凝土组合梁的施工质量达到了设计及规范要求.总结出了自密实混凝土的工作性能,形成了可借鉴的质量控制措施.
In order to improve the construction quality of high-dense confect reinforcing steel profiled bar concrete girder, the paper aims to optimize the design of the girder main tendon and the method of construction quality control, to make quality of profiled bar concrete combination girder up to the standard and requirement, as can be used for reference.
出处
《青岛理工大学学报》
CAS
2007年第1期121-123,共3页
Journal of Qingdao University of Technology
关键词
自密实混凝土
型钢梁
混凝土组合梁
self-densing concrete, profiled bar girder, concrete combine girder
