| 大型地下室结构设计及施工技术措施 |
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| 引用本文： | 李建芬,蔡健,黄泰赟.大型地下室结构设计及施工技术措施[J].华南理工大学学报(自然科学版),1999,27(9):122-124. |
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| 作者姓名： | 李建芬 蔡健 黄泰赟 |
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| 作者单位： | 1. 汕头市建筑设计院,汕头,515000
2. 华南理工大学建工系 |
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| 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，以供参考。
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| 关 键 词： | 抗裂性 抗渗性 混凝土收缩 |
TECHNICAL MEASURES USED IN THE STRUCTURE DESIGN AND CONSTRUCT PROCESS OF A LARGE-SCALE BASEMENT |
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| Li Jianfen,Cai Jian,Huang Taiyun.TECHNICAL MEASURES USED IN THE STRUCTURE DESIGN AND CONSTRUCT PROCESS OF A LARGE-SCALE BASEMENT[J].Journal of South China University of Technology(Natural Science Edition),1999,27(9):122-124. |
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| Authors: | Li Jianfen Cai Jian Huang Taiyun |
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| Institution: | Shantou Architectural Design Institute |
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| Abstract: | 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. |
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| Keywords: | cracking resistance impermeability shrinkage of concrete |
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