广东阳江抽水蓄能电站高压隧洞钢筋混凝土衬砌结构设计  

Structural Design of Reinforced Concrete Lining for High Pressure Tunnel of Yangjiang Pumped Storage Station

作　　者：王明 WANG Ming(Guangdong Hydropower Planning&Design Institute Co.,Ltd.,Guangzhou 510635,China)

机构地区：[1]广东省水利电力勘测设计研究院有限公司,广州510635

出　　处：《广东水利水电》2022年第12期79-83,共5页Guangdong Water Resources and Hydropower

摘　　要：采用透水衬砌理论对阳江抽水蓄能电站高压隧洞钢筋混凝土衬砌结构进行模拟计算,并应用于衬砌结构设计中,衬砌结构运用良好,可为其他类似工程提供参考。In this paper,the permeable lining theory is used to simulate the reinforced concrete lining structure of high-pressure tunnel in Yangjiang Pumped Storage Station,and it is applied to the design of lining structure.The lining structure is well used,providing reference for other similar projects.

关 键 词：阳江抽水蓄能电站 高压隧洞 钢筋混凝土衬砌 设计 

分 类 号：TV672.1[水利工程—水利水电工程]