摘要
介绍了某大型地下停车场的结构设计及施工技术措施． 该停车场地下水位高， 地下室的防水抗渗性能是设计与施工中考虑的关键问题． 文中重点讨论了为了减少不均匀沉降、混凝土收缩带来的不利影响， 以及提高结构的防水能力所采用的一些技术措施。
This paper presents the technical measures used in the structure design and construction of a large scale underground parking lot, which has high groundwater level. The anti permeability and waterproof ability are the key factors considered during the design and construction process. This paper focuses on the technical measures aimed for reducing the disadvantage of unequal settlement and shrinkage of concrete, and for improving the waterproof ability of the structure, hoping to provide some reference of similar project.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1999年第9期122-124,共3页
Journal of South China University of Technology(Natural Science Edition)
关键词
抗裂性
抗渗性
混凝土收缩
地下室结构
cracking resistance
impermeability
shrinkage of concrete
