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堆石混凝土重力坝坝体防渗设计

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为确保堆石混凝土重力坝防渗设计可靠安全,本工程设计首次提出采用0。50 m厚W10防渗自密实混凝土与2。00 m厚防渗堆石混凝土共同构成大坝防渗体系的方案,通过水力坡降与承压水头计算复核大坝防渗层材料的设计抗渗等级、设计厚度均可满足现行规范要求,通过设置堆石外露区以提高坝体层间结合性能,并针对性提出防渗层水平施工缝的技术要求。
Anti-seepage Design of Rockfill Concrete Gravity Dam Body
In order to ensure the reliability and safety of anti-seepage design of rock-fill concrete gravity dam,the use of 0.5 m thick W10 anti-seepage self-compacting concrete and 2.0 m thick anti-seepage rock-fill concrete are firstly proposed to form a dam anti-seepage system.The design anti-seepage grade and design thickness of dam anti-seepage layer material can meet the requirements of current code by calculating hydraulic gradient and pressure head.The technical requirements of horizontal construction joint of impervious layer are put forward.

impervious rockfill concreteimpervious thicknesshydraulic slopeimpervious gradeexposed area of rockfill

陈焕民

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黔东南州水利投资(集团)有限责任公司,贵州 凯里 556000

防渗堆石混凝土 防渗厚度 水力坡降 防渗等级 堆石外露区

2024

河南水利与南水北调
河南省水利厅

河南水利与南水北调

影响因子:0.382
ISSN:1673-8853
年,卷(期):2024.53(3)
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