起重运输机械Issue(4)：11-13,3.
核电厂堆内构件吊具自主化抗震方案研究
摘要
Abstract
To realize the independent design of the seismic resistance for the sling of CAP-series nuclear power reactor internals,the paper analyzes the internal slings of certain reactor,determines the independent and innovative proposal of lower-part guiding and top support based on comparison and analysis.Through seismic calculation,the paper proves that such structure is feasible and reasonable by comparing with the improved proposal to be presented for certain reactor type, providing guidance for the seismic design of the reactor sling of pressurized water reactor nuclear power plant.关键词
核电厂/堆内构件/吊具/抗震/自主化Key words
nuclear power plant/reactor internals/sling/seismic resistance/independent分类
能源科技引用本文复制引用
邵长磊,尹俊连,曾露,冯少东,陈祖盼,曹艳芳..核电厂堆内构件吊具自主化抗震方案研究[J].起重运输机械,2016,(4):11-13,3.基金项目
大型先进压水堆及高温气冷堆核电站-CAP1400核岛重大设备设计技术研究 （）
