商志红. 2008: 苍南铁场水库大坝封拱灌浆工程实践. 工程地质学报, 16(S1): 419-423.
    引用本文: 商志红. 2008: 苍南铁场水库大坝封拱灌浆工程实践. 工程地质学报, 16(S1): 419-423.
    SHANG Zhihong. 2008: SEAL-ARCH GROUTING PROJECT PRACTICE OF CANGNAN TIECHANG RESERVOIR DAM. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 419-423.
    Citation: SHANG Zhihong. 2008: SEAL-ARCH GROUTING PROJECT PRACTICE OF CANGNAN TIECHANG RESERVOIR DAM. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 419-423.

    苍南铁场水库大坝封拱灌浆工程实践

    SEAL-ARCH GROUTING PROJECT PRACTICE OF CANGNAN TIECHANG RESERVOIR DAM

    • 摘要: 苍南县铁场水库是马站平原低产田改造规划的一项骨干工程。水库以防洪、供水为主,结合灌溉、发电。水库大坝设计为浆砌石拱坝。大坝建成后,由于各种因素影响,分缝处及附近砌石体出现漏水情况,特别是在高程89m以上尤为严重。在对本工程地质条件分析基础上,采取钻孔取芯、井下电视等手段对坝体病害进行检测,进一步提出相应的灌浆技术方案,开展钻孔冲洗和压水试验进行灌浆效果检验。

       

      Abstract: Cangnan Tiechang Reservoir was a backbone project of the Mazhan Plain low-yielding fields of planning. It mainly designed to flood control, water supply, combined with irrigation and power generation. The dam was designed as masonry arch dam. After the completion of the dam, due to various factors, there were much masonry joints and water-leakage in the vicinity, particularly serious up elevation 89 m. Based on the analysis of geological conditions of the project, core-drilling, underground television and other methods were used to detect diseases of the dam, then a corresponding program of Grouting technology was given. In which drilling and flushing water pressure test were done for filling results detect.

       

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