城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
17期
167-167,169
,共2页
高层建筑%剪力墙结构%地基设计
高層建築%剪力牆結構%地基設計
고층건축%전력장결구%지기설계
high-rise building%structures of shear wal%design of foundation
本文针对某高层剪力墙结构地下土层复杂、地基承载力要求高等特点，阐述了采用夯扩桩做刚性桩的复合地基的设计思路和计算过程，结果表明这种地基处理方案有效解决了该岩溶地区地基承载力小和沉降大的问题。
本文針對某高層剪力牆結構地下土層複雜、地基承載力要求高等特點，闡述瞭採用夯擴樁做剛性樁的複閤地基的設計思路和計算過程，結果錶明這種地基處理方案有效解決瞭該巖溶地區地基承載力小和沉降大的問題。
본문침대모고층전력장결구지하토층복잡、지기승재력요구고등특점，천술료채용항확장주강성장적복합지기적설계사로화계산과정，결과표명저충지기처리방안유효해결료해암용지구지기승재력소화침강대적문제。
A high-rise shear wal has the characteristics of complex underground and the high capacity of foundation bearing. This paper expounds the design and calculation pr-ocess which uses ramming-reamed pile as rigid pile in co-mposite foundation. The results show that this kind of fo-undation treatment can effectively solve the problem of smal subgrade capacity and large foundation set lement in karsts area.
