吴汉福1,戴国莹2,袁文章1

（1 中国中元国际工程公司，北京 100089； 2 中国建筑科学研究院，北京 100013）

 

［摘要］随着地下室和地基基础形式的多样化，上部结构嵌固部位的选取显得复杂而重要。只有综合分析各种结构不同的情况，才能有针对性地正确选取上部结构的嵌固部位，采取正确的计算方法和构造措施。针对不同的情况，讨论了结构设有地下室时，上部结构嵌固部位的选取和处理方法；同时也对基础埋置深度不同时，无地下室结构及山地建筑的上部结构嵌固部位进行了分析，给出了不同情况的计算方法和构造措施。

［关键词］地下室；上部结构；嵌固部位

中图分类号：TU375        文献标识码：A        文章编号：1002-848X(2013)03-0122-03

 

Wu Hanfu1, Dai Guoying2, Yuan Wenzhang1

(1 China IPPR International Engineering Corporation, Beijing 100089, China;  2 China Academy of Building Research, Beijing 100013, China)

 

Abstract: Due to the type diversification of the basement and foundation, the determination of the build-in parts of superstructures is complicated and important. Different situations of various structures should be analyzed comprehensively, thus the build-in parts of superstructures can be determined correctly, and reasonable calculation methods and construction measures can be adopted accordingly. The selection and treatment methods of the build-in parts of superstructures for structures without basement were discussed in various situations. The build-in parts of superstructures with different embedded depths were analyzed in cases of the buildings without basement and the mountainous region buildings with different embeded depths of basement. Calculation methods and construction measures for the different situations were presented accordingly.

Keywords: basement; superstructure; building parts

作者简介：吴汉福，学士，教授级高级工程师，一级注册结构工程师，Email：wuhanfu@ippr.net

 

［1］GB 50011—2010 建筑抗震设计规范［S］.北京：中国建筑工业出版社，2010.

［2］JGJ 3—2010 高层建筑混凝土结构技术规程［S］.北京：中国建筑工业出版社，2011.