摘要
在三峡工程二期大坝施工科学分析、快速施工技术和实践的基础上,三期大坝混凝土施工运用在非基础约束区浇筑3m层厚,超冷温度补偿接缝灌浆灌区混凝土龄期及右非2#坝段并缝通仓浇筑等施工新技术,三期大坝提前半年到达坝顶且没有出现裂缝。工程实践证明,其快速施工新技术是科学的,对相关工程施工有一定指导意义。
Based on the analyses and application of the rapid concrete construction technologies for the second stage, the third stage dam of Three Gorges project adopted a lift thickness 3m for the foundation non-restriction zone, dam temperature compensation for the joint of the grouting compartment of the concrete with short age, and the longitudinal joint-free concrete placing for the No. 2 right non-overflow dam field. The third stage dam was completed half a year ahead the schedule and no concrete crack appeared. The application proved that these new technologies of rapid construction are feasible and are valuable to the other projects.
出处
《水力发电学报》
EI
CSCD
北大核心
2009年第6期126-130,共5页
Journal of Hydroelectric Engineering
关键词
水利工程施工
快速施工
新技术
混凝土坝
三峡工程
construction of hydraulic engineering
rapid construction
new technology
concrete dam
Three Gorges project