以某学校六层钢筋混凝土框架结构教学楼为例,讨论了建筑物基础不均匀沉降计算问题。文中简要介绍并分析了采用国家标准《建筑抗震设计规范》与广东省地方标准《建筑地基基础设计规范》计算基础不均匀沉降的结果,并对两种计算结果进行分析比较,可供同行在同类的设计中参考。 Taking a school six-storey reinforced concrete frame teaching building as an example, the calculation of uneven settlement of building foundation is discussed. This paper briefly introduces and analyzes the results of using non-uniform settlement of national standard “seismic code for building” and Guangdong local standard “basic design code of building foundation”, and compares and analyzes the two kinds of calculation results, The design of the reference.