摘要
种植屋面的现浇混凝土屋盖板不仅较常规楼面板承受更大的荷载集度,且对防渗、抗裂、抗酸性环境有特殊要求,根据对混凝土自收缩变形所得的试验研究成果,对初凝期应变的形成机理进行了综合阐述,并结合现浇屋面混凝土工程的施工提出主要对策。
The green roofs in cast-in-situ concrete slab not only have greater load intensity but also have more special requirements in impermeability,crack and acid resistance environments than normal slab.By analysis the experimental results of shrinkage of concrete deformation carried out by us and other researchers,comprehensive summarization of early stage strain mechanism of concrete was proposed,and some main countermeasures was given in construction cast concrete roof.
出处
《混凝土》
CAS
CSCD
北大核心
2011年第6期145-148,共4页
Concrete
基金
国家科学基金资助项目(50868002)
关键词
现浇混凝土
绿化屋面
初凝期应变
cast-in-situ concrete structure
green roof
initial stage strain