摘要
《建筑地基基础设计规范》(GB50007-2002)第5.2.4条条文解释指出:主裙楼一体的结构,对于主体结构地基承载力的深度修正,宜将基础底面以上范围内的荷载,按基础两侧的超载考虑,当超载宽度大于基础宽度两倍时,可将超载折算成土层厚度作为基础埋深,基础两侧超载不等时,取小值。笔者认为,在实际工程的应用中应有必要的前提条件并分情况区别对待。
＂The code for design of building Foundation＂ GB50007 - 2002 5th. provisions of section 2.4 explained that： In amending the foundation bearing capacity of the the main building, the overloadings of the subordinate buildings can be converted into buried depth of the major building. In practical engineering applications,it have the necessary prerequisites and distinetion, as the author said.
出处
《建筑技术开发》
2011年第7期23-24,共2页
Building Technology Development
关键词
主楼
裙房
修正后地基承载力特征值
筏基
封土板
the main building
the subordinate buildings
the amendment foundation bearing capacity
raft foundation
concrete slab
