摘要
为了在已有地下工程的基础上新建超过300m的超高层建筑,结合原有基础资料以及新建塔楼范围内的地质情况,确定采用天然基础和大直径嵌岩桩的混合基础形式。底板设计从计算分析和构造措施两个方面,详细阐述了原有底板和新建底板的结合共同受力,并对抗拉角柱柱脚做了进一步细化分析。
In order to build more than 300m high-rise building based on existing underground works, combined with the geological condition of the original data and the new tower range,mixed foundation using nattwal foundation and large diameterpiles wasdetermined. The foundationwas designed from two aspects of calculation analysis and structural measures. We described how tocombined with the old and new foundation slabin details and made furtheranalysis of tensile column column base.
出处
《工程建设与设计》
2014年第9期74-78,共5页
Construction & Design for Engineering
关键词
厦门国际中心
大体积混凝土
新旧叠合底板
钢管混凝土柱脚
基础设计
Xiamen international centre
large mass concrete
combinedfoundation slab
concrete filled steel tubular column
fondationdesign
