首页|片区排涝提升的大型混流泵站建设方案稳定分析

片区排涝提升的大型混流泵站建设方案稳定分析

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以长岭涝区整治工程新建排涝站为例,规划了建设方案,从内向外分别为:清污桥、前池、泵房、配电室、出水箱涵、防洪闸、出水口建筑物、改建南山排水涵及其它站区工程.然后对建设设计过程中的泵站抗渗稳定性、泵房抗滑、抗浮稳定性、副厂房与防洪闸基底应力进行计算分析,得出工程地基抗渗稳定性泵房抗滑、抗浮稳定性均满足规范要求;但各建筑物地基承载力不足,均需地基处理,为工程高效优质实施提供技术保障.
Stability Analysis of the Construction Plan for Large-scale Mixed Flow Pumping Stations for Drainage and Upgrading in the Area
This paper takes the construction of a new drainage station in the Changling flood control project as an example,and plans the construction plan from the inside out,which includes:sewage bridge,forebay,pump room,distribution room,outlet culvert,flood control gate,outlet building,reconstruction of Nanshan drainage culvert,and other station area projects.It calculates and analyzes the anti-seepage stability of the pump station,the anti-skid and anti floating stability of the pump room,and the stress on the foundation of the auxiliary power house and flood control gate during the construction and design process.It is concluded that the anti-seepage stability of the engineering foundation and the anti-skid and anti floating stability of the pump room meet the requirements of the specifications.However,the bearing capacity of each building foundation is insufficient,and foundation treatment is required to provide technical support for efficient and high-quality implementation of the project.

drainage stationpump stationstability analysisstress calculation

黎宇浩

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中庚工程技术有限公司,广东 湛江 524000

排涝站 泵站 稳定分析 应力计算

2024

云南水力发电
云南水力发电工程学会

云南水力发电

影响因子:0.213
ISSN:1006-3951
年,卷(期):2024.40(4)
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