摘要
结合东大盛世华庭工程实例 ,针对该工程地下室结构超长问题 ,介绍了合理的基础形式和构造措施 ,说明只要采用合理的设计方法和施工技术措施 ,是能够控制超长钢筋混凝土结构有害裂缝的出现和发展的。
Taking Dongda royal garden engineering as example and according to extra-long problem of basement structure proper foundation forms and construction measures are introduced. Author points out that adopting proper design method and construction technology production and development of the overlength cracks in buildings can be controlled efficiently.
出处
《山西建筑》
2002年第12期34-35,共2页
Shanxi Architecture
关键词
建筑物
超长钢筋混凝土结构
裂缝
后浇带
地下室
overlength reinforced concrete structure, crack, construction measurement, late poured band
