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既有铁路线旁基坑预应力锚索支护工艺试验研究

Experimental Study of Supporting Technology of Prestressed Anchorage Equipped for Foundation Excavation Next to the Existing Line

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【作者】 陈文虎沈西华王培清许国齐

【Author】 CHEN Wenhu;SHEN Xihua;WANG Peiqing;XU Guoqi;Zhejiang Construction Engineering Group Co.,Ltd.;

【机构】 浙江省建工集团有限责任公司

【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。

【Abstract】 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.

  • 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2017年10期
  • 【分类号】TU753
  • 【被引频次】2
  • 【下载频次】63
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