城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
30期
131-131
,共1页
大底盘%塔楼%桩基础%沉降后浇带
大底盤%塔樓%樁基礎%沉降後澆帶
대저반%탑루%장기출%침강후요대
large chassis%building tower%pile foundation%se-t lement of post pouring belt
对于大底盘多塔楼建筑的整体基础设计，在基础内形成应力差异很大的多个区域。本文通过控制总体沉降、变形协调和整体倾斜等变形指标满足规范及使用要求，搜集邻近建筑的沉降观测资料，通过合理布桩、设置沉降后浇带等予以解决。
對于大底盤多塔樓建築的整體基礎設計，在基礎內形成應力差異很大的多箇區域。本文通過控製總體沉降、變形協調和整體傾斜等變形指標滿足規範及使用要求，搜集鄰近建築的沉降觀測資料，通過閤理佈樁、設置沉降後澆帶等予以解決。
대우대저반다탑루건축적정체기출설계，재기출내형성응력차이흔대적다개구역。본문통과공제총체침강、변형협조화정체경사등변형지표만족규범급사용요구，수집린근건축적침강관측자료，통과합리포장、설치침강후요대등여이해결。
There formed stress dif erences of large area s within the foundation about the overal design of multi tower building foundation. In this paper, the control of the overal set lement, deformation coordination and overal tilt deform-ation indexes, meet the requirements and the use of standard. Col ect the set lement observation data of the adjacent buil-dings, through reasonable arrangement of piles, set lement and post pouring belt was set to solve problems.
