摘要
通过在常州伟业大厦深基坑支护工程中采用密排钻孔灌注桩加锚杆-型钢锁定法,尝试探寻在深基坑支护施工中非常方便的一条途径,拓展了深基坑支护形式的多样性,打破了传统的深基坑内支撑结构形式,为现代高层建筑地下结构施工提供了又一工程实例。
According to the adoption of the section steel locking method,which used close-packed bored piles with anchor bolt in the reinforcement and protection of deep foundation pit in Changzhou Weiye Building,it concentrated on the attempt of seeking a convenient way for the reinforcement and protection in deep foundation pit construction.It not only broaded the variety of its form and breaked the traditional inner structure,but also presented a new project instance for the underground structure construction of modern high-rise buildings.
出处
《建筑结构》
CSCD
北大核心
2010年第S1期267-268,共2页
Building Structure
关键词
密排钻孔灌注桩
锚杆
基坑
锁定法
close-packed bored pile
anchor bolt
foundation pit
locking method
