云南水力发电2024，Vol.40Issue(5)：130-134,5.DOI:10.3969/j.issn.1006-3951.2024.05.032
热带地区大型竖井贯流泵站施工应力场特点及其控制方法
Characteristics and Control Methods of Stress Field During Construction of Large-scale Vertical Shaft Tubular Pumping Station in Tropical Region
倪德斌 1郭瑞 2张程鹏 3强晟4
作者信息
- 1. 江苏镇江润州工业园区管理委员会,江苏 镇江 212000
- 2. 淮安市水利勘测设计研究院有限公司,江苏 淮安 223005
- 3. 湖南省水利水电勘测设计规划研究总院有限公司,湖南 长沙 410007
- 4. 河海大学水利水电学院,江苏 南京 210098
- 折叠
摘要
Abstract
The structure of large-scale vertical flow pump stations is complex,and currently,commercial concrete pouring is generally used.Engineering in the southern region of China is affected by climate,with high pouring temperatures,making temperature control and crack prevention difficult.This paper uses the finite element method to simulate the construction of such pumping stations under summer and winter climates in Guangdong,and obtains temperature and stress envelope diagrams and duration curves for different working conditions.Based on the calculation results,the temperature and stress characteristics of concrete construction under different conditions are summarized and analyzed,and the temperature control and crack prevention schemes for this type of pump station under summer and winter pouring conditions,as well as the temperature control indicators for each pouring layer,are provided.关键词
贯流式泵站/混凝土/施工期/应力场/有限元法Key words
tubular pump station/concrete/construction period/stress field/finite element method分类
建筑与水利引用本文复制引用
倪德斌,郭瑞,张程鹏,强晟..热带地区大型竖井贯流泵站施工应力场特点及其控制方法[J].云南水力发电,2024,40(5):130-134,5.
