基于混凝土防渗填筑技术的水利大坝工程施工设计研究  

Construction Design of Water Conservancy Dam Project Based on Concrete Anti-Seepage Filling Technology

作　　者：王大志[1] WANG Da-zhi(SPIC Guangxi Electric Power Company Limited,Qinzhou 530022,China)

机构地区：[1]国家电投集团广西电力有限公司,广西钦州530022

出　　处：《工程建设与设计》2024年第16期182-184,共3页Construction & Design for Engineering

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.

关 键 词：混凝土 防渗填筑技术 水利大坝工程 施工设计 

分 类 号：TV544[水利工程—水利水电工程]