摘要
用于云南小湾大桥施工的 12 0 0kN缆索吊机后锚碇分别设置在两岸峭壁上 ,采用预应力锚索锚固技术。
The rear anchorage of the 1 200 kN cable crane used for construction of Yunnan Xiaowan Bridge is set separately in the cliffs of both banks,using a kind of anchor technique of prestressed cables .The design and calculation of the rear anchorage system are expounded here in this paper.
出处
《桥梁建设》
EI
CSCD
北大核心
2002年第6期39-42,共4页
Bridge Construction
