浅议带裙房的高层建筑结构地基承载力及抗浮计算  

Discussion on Ground Bearing Capacity and Computation of Anti-floating of the High-rise Building Structure with Annex

作　　者：张向荣[1] 

机构地区：[1]中国中元国际工程公司,北京100089

出　　处：《工程建设与设计》2011年第4期140-141,148,共3页Construction & Design for Engineering

摘　　要：带裙房的高层建筑结构,高层部分的地基承载力深度修正受裙房的影响会降低,裙房部分需要进行抗浮处理时,抗浮处理措施根据高层部分地基形式的不同而不同。设计时需要充分考虑结构本身的特点选用合理的方法。本文结合工程实例对此问题进行详细分析。For structures of high-rise building with annex, ground beating capacity depth correction coefficient decreases will affected by annex building. Floating resistance measure varies in accordance with understructure of building tower when anti-floating treatment is needed for building annex. The features of building structure need to be taken into consideration to select reasonable approach for design. This article has conducted detailed analysis on this issue in combination withproject case study.

关 键 词：带裙房的高层建筑结构 地基承载力计算 抗浮措施 

分 类 号：TU433[建筑科学—岩土工程]