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土坝防渗墙与帷幕灌浆协同施工新技术研究OA

Research on new technologies for collaborative construction of cutoff call and curtain grouting in earth dams

中文摘要英文摘要

为了解决传统预埋管工艺在填土松散且环境高湿的病险土坝加固工程中适应性较差的问题,以广西那板水库除险加固工程为例,提出并研究了"取消预埋管,采用后期精准钻孔"协同施工工艺.首先,论证了在特定地质条件下取消预埋管的必要性;随后,对新工艺的核心理念、可行性、实施关键技术以及其影响进行了系统分析;最后,总结并论证了新工艺的显著优势与工程价值.工程实践结果表明:该工艺成功解决了传统方法在特定地质条件下不适用的技术难题,50 m级孔深的最大偏距仅为18 cm,显著优于防渗墙厚度控制要求.该工艺不仅确保了防渗墙与帷幕灌浆的整体防渗质量,同时还提升了施工安全性与效率.

In order to overcome the poor adaptability of the traditional pre-embedded pipe technique in earth dam re-inforcement projects characterized by loose fill soil and high-humidity conditions,taking Naban Reservoir Rein-forcement Project of Guangxi as an example,a collaborative construction method of"eliminating pre-embedded pipes and adopting post-construction precision drilling"was proposed and studied.Firstly,the necessity of elimi-nating pre-embedded pipes under specific geological conditions was demonstrated.Subsequently,the core concept,feasibility,key implementation techniques,and potential impacts of the new method were systematically analyzed.Finally,its significant advantages and engineering value were summarized and demonstrated.The results of engi-neering practice show that this new method effectively resolves the technical limitations of traditional approaches under special geological conditions.For boreholes with a depth of approximate 50 m,the maximum deviation is only 18 cm,markedly outperforming the thickness control requirements for the cutoff wall.This technique not only en-sures the overall seepage control performance of the cutoff wall and curtain grouting system,but also improves con-struction safety and efficiency.

容甫进

广西水利电力勘测设计研究院有限责任公司,南宁 530023

建筑与水利

精准钻孔预埋管协同施工防渗墙帷幕灌浆那板水库

precision drillingpre-embedded pipecollaborative constructioncutoff wallcurtain groutingNaban Reservoir

《广西水利水电》 2026 (4)

106-108,114,4

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