摘要
龙滩水电站引水压力钢管内径10m。最大HD值达2453m2,大部分为地下埋藏式钢管。龙滩水电站地下埋藏式钢管的设计主要包括结构设计、加劲结构参数的优化、灌浆与排水设计、细部构造设计等。
The penstocks of Longtan Hydropower Station with the inner diameter of 10 m and the maximum HD value of up to 2 453 m2 are mostly underground buried ones. The design of the underground buried penstocks of Longtan Hydropower Station mainly include structure design, the optimization of stiffening structural parameters, the design of grouting and drainage, the design of detailed structure, etc.
出处
《水力发电》
北大核心
2004年第6期59-61,64,共4页
Water Power
关键词
地下埋藏式钢管
结构设计
灌浆
排水
细部构造
龙滩水电站
underground buried penstock
structure design
grouting
drainage
detailed structure
Longtan Hydropower Station
