汉江丰山咀段防护堤塑性混凝土防渗墙试验研究  

Experimental Study on Plastic Concrete Seepage Prevention Wall of Protective Embankment in the Fengshanzui Section of the Hanjiang River

作　　者：沈维铎 苏红萍 陈崇德[2] SHEN Weiduo;SU Hongping;CHEN Chongde(Hubei Yulong Water Conservancy and Hydropower Engineering Co.,Ltd.,Jingmen 448000,China;Hubei Zhanghe Engineering Administration Bureau,Jingmen 448156,China)

机构地区：[1]湖北禹龙水利水电工程有限公司,湖北荆门448000 [2]湖北省漳河工程管理局,湖北荆门448156

出　　处：《中国水能及电气化》2024年第4期50-56,共7页China Water Power & Electrification

摘　　要：基于碾盘山水电站水库库区丰山咀防护堤堤基存在的渗漏严重并危及工程安全的问题,采用塑性混凝土防渗墙进行防渗处理。文章依据工程实际情况、相应规范和设计技术要求,以试验为实例,对试验目的、试验施工方案、试验成果及成果应用等进行了简要分析。试验成果应用于丰山咀防护堤工程,防渗效果明显,实现了预期目标,对于同类型工程项目施工,具有一定的借鉴作用。Due to the severe leakage and associated risks to project safety in the embankment foundation of the Fengshanzui protective embankment in the reservoir area of the Nianpanshan Hydropower Station,a plastic concrete seepage prevention wall is used for seepage control.This paper provides a brief analysis based on the actual engineering conditions,corresponding standards,and design technical requirements,using the experiment as a case study.It covers the purpose of the experiment,construction scheme,results,and application of these results.The successful application of the experimental results to the Fengshanzui protective embankment project has demonstrated significant seepage control effects,achieving the anticipated goals.This offers a reference and guidance for the construction of similar types of engineering projects.

关 键 词：塑性混凝土 防渗墙 质量控制 

分 类 号：TV543.82[水利工程—水利水电工程]