摘要
笔者以安康水电站表孔预应力闸墩为实例 ,对锚索锚固部位进行了研究 ,提出“深槽 +锚孔”结构 ,较原设计方案节省约 5 0 %锚索 ,同时方便了施工 ,为提前发电创造了条件 .
This paper puts forward the structure theory of the ‘deep slot and anchor hole’ by studies on the anchor bundle bolting part of the surface hole pre stress gate frusta in Ankang waterpower station.The method can save 50% quantities of anchor bundles in contrast to original scheme.In addition,the construction is more convenient.It provides the conditions for generating electricity ahead of schedule.
出处
《重庆交通学院学报》
2000年第3期106-108,共3页
Journal of Chongqing Jiaotong University
