| 大厦深基坑施工监测结果分析 |
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| 引用本文： | 杨虹.大厦深基坑施工监测结果分析[J].佛山科学技术学院学报(自然科学版),2004,22(2):38-41. |
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| 作者姓名： | 杨虹 |
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| 作者单位： | 佛山科学技术学院,土木工程与建筑系,广东,佛山,528000 |
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| 摘 要： | 通过对某深基坑工程的地下连续墙实施的动态监测结果进行分析．评估了设计结果，并及时优化了基坑内撑的数量与位置。将原来三道内撑减为一道加强内撑．对最后超挖提供了保障。有效地指导了基坑的施工过程．不仅节省了资金，而且提高了施工效率，收到了良好的效果。
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| 关 键 词： | 深基坑工程 地下连续墙 动态监测 内撑 |
| 文章编号： | 1008-0171(2004)02-0038-04 |
| 修稿时间： | 2003年5月26日 |
The result analysis of tall building's deep excavation dynamic measurement |
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| YANG Hong Civil Engineering Architecture.The result analysis of tall building's deep excavation dynamic measurement[J].Journal of Foshan University(Natural Science Edition),2004,22(2):38-41. |
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| Authors: | YANG Hong Civil Engineering Architecture |
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| Institution: | YANG Hong Civil Engineering Architecture Department,Foshan University,Foshan 528000,China |
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| Abstract: | Through the dynamic supervision analysis, the construction process was directed efficiently
and the supervision results were analysed carefully. The article assessed the design and optimized the
amount and position of the support. Therefore,the three primary inner supports were reduced to one
reinforced support,which ensured the over excavation. All of which not only saved the capital, but
also raised the construction efficiency. |
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| Keywords: | deep excavation diaphragm wall dynamic measurement inner support |
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