摘要
文章以招商银行南京分行招银大厦项目为例,介绍软土地区两个相连深基坑不同步开挖的支护设计。为确保项目基坑开挖的安全,设计采取同时布置角撑和对撑,增加水平支撑冗余度等措施,解决了相连深基坑不同步开挖这一关键问题。实践结果表明,该方案是有效的,可为类似基坑工程设计、施工提供借鉴及参考。
Based on the project of Nanjing Branch of China Merchants Bank Building,the design of support for asynchronous excavation of two connected deep foundation pits is introduced.In order to ensure the safety of foundation pit excavation,the design adopts the measures of arranging angle braces and diagonal braces at the same time,increasing the horizontal support redundancy,etc.,to solve the key problem of synchronous excavation of deep foundation pits.The successful construction of the project can be used as a reference for the design and construction of similar foundation pits.
作者
付守印
金雪莲
FU Shou-yin;JIN Xue-lian(Nanjing Surveying and Mapping Institute Co.,Ltd,Nanjing Jiangsu 210004 China)
出处
《江苏建筑》
2022年第5期111-114,共4页
Jiangsu Construction
关键词
相连基坑
内支撑
不同步开挖
软土
connected foundation pits
internal support
asynchronous excavation
soft soil