摘要
针对水利大坝工程混凝土防渗填筑技术施工设计面临的渗透控制问题,研究提出了一种新的混凝土配合比优化方法。该方法通过科学配比混凝土材料,提高了混凝土的抗渗性能,从而有效解决了大坝混凝土渗透问题。研究结果表明,水利大坝水平位移在5个月后趋于平稳,最终位移量约为10 cm。大坝结构稳定,没有出现异常变形或潜在的安全问题。
Aiming at the seepage control problem in the construction design of concrete anti-seepage filling technology for water conservancy dam engineering,a new optimization method of concrete mix ratio is proposed.This method can improve the impermeability of concrete by scientifically proporting concrete materials,thus effectively solving the seepage problem of dam concrete.The research results show that the horizontal displacement of the hydraulic dam tends to be stable after 5 months,and the final displacement is about 10 cm.This indicates that the dam is structurally stable,with no abnormal deformation or potential safety issues.
作者
王大志
WANG Da-zhi(SPIC Guangxi Electric Power Company Limited,Qinzhou 530022,China)
出处
《工程建设与设计》
2024年第16期182-184,共3页
Construction & Design for Engineering
关键词
混凝土
防渗填筑技术
水利大坝工程
施工设计
concrete
anti-seepage filling technology
water conservancy dam project
construction design
