摘要
苏阿皮蒂水利枢纽项目大坝是以碾压混凝土为主的重力坝,根据施工条件的变化,泄流底孔坝段在不同阶段灵活采取了多种混凝土入仓方式,避免了该坝段结构体型复杂、结构布置位置独特等因素造成的影响,为满足施工进度要求创造了条件。介绍了4个不同阶段混凝土入仓方式,可供同行参考。
The dam of Souapiti Hydro Project is a gravity dam mainly composed of roller compacted concrete.In the concrete construction of dam section of flood discharge bottom outlet,various concrete placing methods are flexibly adopted according to the changes of construction conditions,which avoid the influence of complex body shape and unique structure on concrete placing and guarantee construction progress.The concrete placing methods at four different construction stages are introduced herein.
作者
党晓明
刘加华
王以斌
付小洁
DANG Xiaoming;LIU Jiahua;WANG Yibin;FU Xiaojie(China International Water&Electric Corp.,Beijing 100120,China)
出处
《水力发电》
北大核心
2020年第1期78-80,共3页
Water Power
关键词
泄流底孔坝段
混凝土施工
入仓方式
苏阿皮蒂水利枢纽
dam section of flood discharge bottom outlet
concrete construction
method of concrete placing
Souapiti Hydro Project