摘要
丰湖村四号商住楼总建筑面积17378m2,地上十层,框架剪力墙结构。结构施工中,针对不同部位和施工难点,在结构转换层、钢筋、模板、混凝土等方面分别采取多项施工技术措施,保证了该工程的顺利施工,提高了结构工程施工技术水平。
It has the floor area of 17378m^2,10 storey above ground,frame -shear wall structure. Against different parts and difficulties in the structural construction,corresponding technical measures were taken in respects of foundation pile, reinforcement, formwork and concrete, all of which have ensured the smooth construction of the project and enhanced the technical level of structural construction.
出处
《惠州学院学报》
2008年第3期86-89,共4页
Journal of Huizhou University
关键词
混凝土
钢筋
结构转换层
超高项板
concrete
reinforcement
structural transfer storey
super high top slab
