摘要
通过对超长混凝土结构传统后浇带施工中混凝土自应力的分析,指出采用膨胀加强带代替传统后浇带可实现无缝施工,解决了开裂、渗漏等质量问题,大大缩短了施工周期,具有一定的推广价值。
Through concrete self stress analysis of extra long concrete structure classic late poured band construction, it pointed that the expansive reinforce concrete tape replaced classic late poured band could realize no-seam construction, which resolved cracking, leakage and other quality problems, and shortened construction period, had some popularized value.
出处
《山西建筑》
2009年第2期143-144,共2页
Shanxi Architecture
关键词
超长混凝土结构
加强带
施工工艺
extra long concrete structural, reinforcing band, construction technology