| 江西某（高校）体育馆建筑物抗浮失事分析 |
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| 引用本文： | 郭生元,凌浩美,丁勇,胡忠海.江西某（高校）体育馆建筑物抗浮失事分析[J].工程勘察,2009(7):23-26. |
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| 作者姓名： | 郭生元 凌浩美 丁勇 胡忠海 |
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| 作者单位： | 江西应用技术职业学院;地矿赣州地质工程勘察院; |
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| 摘 要： | 本文在分析论证江西某高校体育馆地下室底板及上部结构变形受损原因的基础上，认为主要原因是地面水（降水入渗形成）倒灌“肥槽”引发了浮力作用，从而导致了体育馆地下室底板拱起及上部结构的受损。因此认为，对于中空建筑物，基础方案选择、地下室底板抗浮设计和回填土处理是确保其安全经济的主要措施。
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| 关 键 词： | 中空建筑物 基础方案 结构安全 抗浮设计 |
Accident analysis on the anti-floating design for a university gymnasium in Jiangxi Province |
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| Guo Shengyuan,Ling Haomei,Ding Yong,Hu Zhonghai.Accident analysis on the anti-floating design for a university gymnasium in Jiangxi Province[J].Geotechnical Investigation & Surveying,2009(7):23-26. |
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| Authors: | Guo Shengyuan Ling Haomei Ding Yong Hu Zhonghai |
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| Affiliation: | Guo Shengyuan~(1),Ling Haomei~1,Ding Yong~1,Hu Zhonghai~2(1.Jiangxi College of Applied Technology,Ganzhou 341000,China,2.Ganzhou Engineering Geological Investigation Institute of China Geological and Mineral Department,China) |
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| Abstract: | Basing on the analysis and demonstration to the causes of the deformation damage of the basement foundation slab and superstructure of the gymnasium,it is pointed out that the main reason is the buoyancy induced by the back flowing of the surface water,formed by the rainfall infiltration,to foundation trench.It is further claimed that reasonable choosing of the foundation scheme of a hollow building,using the anti-floating design and appropriately coping with the back filled soil should be the main measures... |
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| Keywords: | hollow building foundation scheme structure safety anti-floating design |
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