摘要
某医院病房大楼工程总建筑面积约18.8万m2,直线加速器室楼板及墙梁为超限混凝土,通过实行优化混凝土配合比、保证混凝土连续供应、严格浇筑顺序、加强混凝土养护等措施,使直线加速器混凝土浇筑期间未发生安全事故,为以后的施工提供借鉴。
The total area of a hospital ward building is 188 000 m2. The floor, wall and beam of the room for linear accelerator are exceed limit concrete structure. Adopt the measures of optimize concrete ratio, insure Concrete supply continuously, strict casting order, enhance concrete curing, there are no safety accidence occurred during concrete pouring for linear accelerator, and provide experience for the later project
出处
《工程质量》
2014年第7期45-47,共3页
Construction Quality
关键词
直线加速器
混凝土
超限
裂缝
稳定
linear accelerator
concrete
exceed limit
crack
stability
