摘要
在充分利用已有支护桩的情况下,根据基础各部位开挖深度的不同,采取卸荷和不同的临时斜撑及加强被动区等措施,达到了施工周期短、投资少和保证基坑及周边建筑安全的目的。
Under the circumstance of fully using established supporting pile,the author carries out the measures of relief,different temporary inclined struts and strengthening passive zone according to different excavation depths of each part in foundation,which to achieve the purposes of short construction cycle,little investment and ensuring security of foundation pit and surrounding buildings.
出处
《山西建筑》
2007年第12期93-94,共2页
Shanxi Architecture
关键词
基坑
支护技术
施工
foundation
support technology
construction
