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高层建筑与裙房基础连为整体时的沉降观测及分析
沈励操,郑永强,仲崇民,鲁宁
摘 要
(中国建筑西北设计研究院,西安710003)
[提要]在西安地区,建筑物的计算沉降和实测沉降往往有较大的差异,根据计算值,高层建筑和多层裙房的基础之间必须设置沉降缝。通过对五个基础形式不同的工程实例的实测沉降进行分析和整理,阐述了高层建筑带多层裙房或仅带1~2层地下室时基础地下室连为整体不设沉降缝的可行性和可靠性,可为今后类似地基基础设计提供借鉴。
[关键词]高层建筑;裙房;基础;地下室;沉降缝;差异沉降
Settlement Observation and Analysis on Intensity Foundation of High-rise Building and Podium/Shen Licao,Zheng Yongqiang,Zhong Chongmin,Lu Ning(China Northwest Building De
sign Research Institute,Xi’an 710003,China)Abstract:There is much difference between the calculation and observation settlement of building in Xi"an.According to the calculation result,the settlement joint must be set between the high-rise main building and the multi layer podium.Based on the settlement observation data of five high-rise buildings with different fou
ndation styles,the feasibility and reliability of no settlement joints when the high-rise building has multi-layer podium or 1~2 layer basement are discussed
Keywords:high-rise building; podium; foundation; basement; settlement joint; differential settlement
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