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      阿克陶抽水蓄能电站地下洞室开挖支护研究

      Research on excavation and support of underground caverns for Akto Pumped Storage Power Station

      • 摘要: 为了优化地下洞室开挖支护设计,针对传统围岩分级方法可能造成的支护不足或浪费问题,依托阿克陶抽水蓄能电站,从围岩分级和块体理论出发,阐述洞室开挖支护设计思路,并提出支护方案和建议。研究表明:在围岩支护中,Ⅲ类围岩部位以系统锚杆支护为主,Ⅱ类围岩部位可在Ⅲ类的基础上适当简化支护,Ⅳ类围岩应加强支护,设置钢拱架,必要时增设超前支护;以围岩分级确定系统支护的“面”,以块体理论指导局部加固的“点”,总结形成了围岩分级为主、块体分析为辅的地下洞室开挖支护设计工作模式。研究成果可为施工期洞室开挖支护设计提供参考。

         

        Abstract: To optimize the support design for underground cavern excavation and address potential issues of inadequate support or excessive conservatism caused by traditional rock mass classification methods, we studied rock mass classification and Block theory, and elaborated on the design approach for cavern excavation support and proposes reinforcement solutions and recommendations based on Akto Pumped Storage Power Station project. The research indicated that for surrounding rock support, type Ⅲ rock primarily employed systematic bolt support, type Ⅱ rock may implement appropriately simplified support based on type Ⅲ standards, while type Ⅳ rock necessitates reinforced support including steel arch frames, with additional pre-support when required. The systematic support framework was determined by rock classification ("area-based" approach), while local reinforcement ("point-specific" measures) follows Block theory principles. This established a comprehensive underground excavation support design methodology prioritizing rock classification alongside block analysis. The findings can provide a reference for excavation support design during construction.

         

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