摘要
以某厂房工程为例 ,介绍了超长框架结构梁板混凝土一次整体浇筑施工过程 ,为防止产生收缩裂缝 ,从选材、加强带设置、混凝土施工等方面加以阐述 ,最终未发现裂缝 。
Taking one workshop building as example the once casting construction of beam and slab with long frame structure is introduced, in order to prevent the shrinkage cracks some measures are elaborated according to suitable materials' selection, the reinforcing band's setting and concrete construction. Results show that no cracks produced with good concrete quality.
出处
《山西建筑》
2003年第4期87-88,共2页
Shanxi Architecture