引用本文:朱建楠,秦伯兴.葛洲坝大江电厂尾水冲坑水下修补[J].水利水运工程学报,1998,(Z1):
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 871次   下载 0  
分享到: 微信 更多
葛洲坝大江电厂尾水冲坑水下修补
朱建楠,秦伯兴
江苏省海洋工程总公司!靖江,214500
摘要:
本文介绍了采用可固定拖移式水上施工平台和水下不分散混凝土在20m水深条件下进行大面积、薄层浇筑水下混凝土的经验。取样试验结果表明:水下混凝土强度等主要技术指标达到设计要求,水下摄像检测表明:浇筑面比较平整,高程满足业主要求。
关键词:  可固定拖移,水上施工平台,混凝土,水下不分散剂
DOI:
分类号:TV738
基金项目:
Underwater concreting in repairing tailwater scour holes in great river hydropower plant of Gezhouba project
Zhu Jiannan, Qin Boxing
Jiangsu Province Ocean Engineering Company
Abstract:
This paper describes how to use the fixcable drown type floating operational platform and non-dispersible concrete to concrete a large area stncture at 20m water depth. The technique of underwater concreting is also applied to concrete the thin layer. According to the testing results,it is proved that the underwater concreting strength conforms with the design requirements and the pictures photoed under water indicate that the comcreting surface is rather smooth and the height satisfies our clients.
Key words:  fixcable floating drawn type,floating operational platform,concrete,underwater non-dispersibling agents
手机扫一扫看