摘要
总结提升沿海涵闸混凝土耐久性和低渗透高密实表层混凝土施工技术研究成果,以及应用项目掘苴新闸下移工程和三里闸拆建工程2座沿海挡潮闸混凝土配合比优化设计、施工质量控制的经验,提出江苏沿海水工建筑物低渗透高密实表层混凝土施工质量控制要点。
Through summarizing and promoting the research results of concrete durability of coastal sluice and construction technology of low permeability and high dense surface concrete, applying the experience of optimum design of concrete mix ratio and construction quality control for 2 coastal tidal gates such as Juejuxin sluice move down project and Sanli sluice demolition project, the construction quality control points of low permeability and high dense surface concrete in Jiangsu coastal hydraulic structures were put forwards.
作者
朱炳喜
ZHU Bingxi(Hydraulic Research Institute of Jiangsu Province, Yangzhou 225002, Jiangs)
出处
《江苏水利》
2017年第11期1-8,共8页
Jiangsu Water Resources
基金
江苏省水利科技项目:提升沿海涵闸混凝土耐久性关键技术研究与推广应用(2015029)
低渗透高密实表层混凝土施工技术研究及应用(2013018)
关键词
沿海水工建筑物
低渗透高密实
表层混凝土
质量控制
coastal hydraulic structures
low permeability and high dense
surface concrete
quality control