期刊文献+

既有铁路线旁基坑预应力锚索支护工艺试验研究 被引量:2

Experimental Study of Supporting Technology of Prestressed Anchorage Equipped for Foundation Excavation Next to the Existing Line
在线阅读 下载PDF
导出
摘要 新建杭州东站扩建工程基坑中部有2条铁路线横穿,将基坑分为2个区块,必须对既有铁路线进行专项防护后才能进行两侧基坑开挖施工,围护方案采用了SMW工法桩加预应力锚索进行围护,因此预应力锚索的施工质量成为该基坑围护成败的关键。根据杭州东站地区的地质水文情况及施工周边条件,论述了该工程在临近铁路线旁基坑围护体系中预应力锚索施工工艺试验的相关过程和试验成果。 Two railway lines divide the foundation into two districts by crossing the middle foundation in Hangzhou East Railway Station, so the existing railway lines must be protective specially and then the two sides of foundation are excavated. The support nad protective scheme use SMW method piles with prestressed anchorage. The construction quality of prestressed anchorage will be the key problems for the foundation support successfully. According to geological and hydrological condition and other surrounding conditions for construction in the district of Hangzhou East Railway Station, this paper discussed related process and experimental achievement of the construction technology of pre-stressed anchorage which was applied in supporting and protecting foundation excavation next to the exiting line.
出处 《施工技术》 CAS 北大核心 2017年第10期16-19,共4页 Construction Technology
关键词 基坑 工艺试验 铁路线 预应力 锚索 试验 foundation excavation technological experiment railway line prestressing anchorage research
  • 相关文献

参考文献6

二级参考文献32

共引文献46

同被引文献11

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部