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作 者:邓子谦 李斌 董爽 杨栋 DENG Ziqian;LI Bin;DONG Shuang;YANG Dong(Pow-erChina Chengdu Engineering Corporation Limited)
机构地区:[1]中国电建集团成都勘测设计研究院有限公司,四川成都610072 [2]中国水电基础局有限公司,天津301700
出 处:《大坝与安全》2024年第3期62-66,共5页Dam & Safety
摘 要:随着越来越多水电工程采用超深(大于100 m)混凝土防渗墙进行坝基防渗处理,现行水电工程概预算定额已远不能满足混凝土浇筑工程单价编制需求。以狮子坪水电站大坝隐患治理超深(148 m)混凝土防渗墙工程为例,采用“数字影像技术”对混凝土浇筑工效进行为期1年的现场测定及分析,得到超深混凝土防渗墙浇筑平均工效与防渗墙深度的关系。在此基础上,结合相关施工技术规范提出了超深混凝土防渗墙浇筑工程单价计算方法和计算要点事项。As more and more hydropower projects adopt the extra-deep(more than 100 m)concrete cutoff wall for seepage control treatment at dam foundation,the current estimated budget quota of hydropow⁃er projects can not meet the demand of unit price calculation of concrete pouring projects.Taking the hidden risk treatment by extra-deep(148 m)concrete cut-off wall in Shiziping hydropower station as ex⁃ample,the digital image technology is used to measure and analyze the concrete pouring efficiency for a year,and the relationship between average pouring efficiency and depth of extra-deep concrete cut-off wall is obtained.On this basis,combined with the relevant technical specifications,the calculation meth⁃od and key points for unit price of extra-deep concrete cut-off wall pouring project are put forward.
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