陕西水利Issue(9)：122-125,129,5.
碾压混凝土高拱坝6m升层模板工艺研究
Study on 6m Rising Layer Formwork Technology of Roller Compacted Concrete High Arch Dam
何雪涛 1侯钊 1邓湘琪1
作者信息
- 1. 陕西省引汉济渭工程建设有限公司,陕西西安 710024
- 折叠
摘要
Abstract
According to the requirements of construction technology and construction node of Sanhekou RCC arch dam,in order to speed up the construction progress of dam RCC,on the premise of ensuring the construction quality,through research and analysis,it is decided to adopt the RCC 6m lifting layer technology to solve the problem of rapid lifting layer.In order to realize the 6 m-rise concrete layer,combined with the actual situation of the project,the pull-out test of the formwork and anchorage parts is analyzed from the aspects of formwork selection,reinforcement system transformation and formwork stress calculation.Through a series of theoretical and experimental studies,the construction scheme of 6m-rise formwork is finally determined.关键词
碾压混凝土拱坝/6m升层/模板工艺研究Key words
Roller compacted concrete arch dam/6m rise/study on template process分类
建筑与水利引用本文复制引用
何雪涛,侯钊,邓湘琪..碾压混凝土高拱坝6m升层模板工艺研究[J].陕西水利,2024,(9):122-125,129,5.
