| 北川通口电站震后恢复防渗加固工程 |
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| 引用本文： | 关永胜.北川通口电站震后恢复防渗加固工程[J].四川地质学报,2010,30(2):246-248. |
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| 作者姓名： | 关永胜 |
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| 作者单位： | 四川腾越建设监理有限公司,四川,绵阳,621000 |
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| 摘 要： | 在“5·12”汶川大地震中，北川通口水电站遭受到了重创，大坝的渗漏量加大，已影响到大坝的安全运行。通过对该水电站坝基采取帷幕灌浆的方法进行处理，在具体施工过程中对关键环节进行了控制。实践证明，大坝渗漏量比地震前的渗漏量还有降低，达到预期效果，确保了大坝运行安全。
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| 关 键 词： | 电站 渗漏量 帷幕灌浆 北川通口 |
Reinforcement Engineering of the Tongkou Power Station in Beichuan after the Wenchuan Earthquake |
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| GUAN Yongsheng.Reinforcement Engineering of the Tongkou Power Station in Beichuan after the Wenchuan Earthquake[J].Acta Geologica Sichuan,2010,30(2):246-248. |
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| Authors: | GUAN Yongsheng |
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| Institution: | GUAN Yongsheng (Tengyue Construction Control Ltd. Company, Mianyang, Sichuan 621000) |
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| Abstract: | The dam and factory workshop of the Tongkou power station were subjected to serious destruction by the Wenchuan Earthquake on May 12, 2008. Reinforcement engineering applied curtain grouting and consolidation grouting to dam foundation and factory workshop, respectively, achieving the desired results. |
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| Keywords: | dam foundation leakage dam foundation result |
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