摘要
江新联围属现状排涝能力较弱,不满足防洪排涝要求,针对联围现有的穿堤建筑和堤防,新建旭涛电子电排站,泵站选用堤后式布置型式,储水池左岸采用格宾笼挡墙。地基处理采用预应力管桩地基处理方案,并对基础进行了稳定抗浮复核。提出了泵站的施工方案。
The current drainage capacity of Xinlianwei is weak and does not meet the requirements of flood control and drainage.A new Xutao electric drainage station has been built in response to the existing through embankment buildings and embankments.The pump station adopts a post embankment layout,and the left bank of the water storage tank adopts a gabion cage retaining wall.The foundation treatment adopts a prestressed pipe pile foundation treatment scheme,and the stability and anti floating review of the foundation is carried out.A construction plan for the pump station has been proposed.
作者
梁培林
LIANG Peilin(Jiangmen Xinhui District Huicheng StreetAgricultural Comprehensive Service Center,Jiangmen 529000,China)
出处
《云南水力发电》
2024年第12期181-184,共4页
Yunnan Water Power
关键词
泵站
防洪排涝
地基基础
稳定分析
pump station
flood control and drainage
ground foundation
stability analysis
