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地下核反应堆洞室大型穹顶施工三维模拟研究

张治军 苏利军 李锋   

  • 出版日期:2016-02-14 发布日期:2016-02-14

Research on three-dimensional construction simulation of large dome of underground nuclear reactor

  • Online:2016-02-14 Published:2016-02-14

摘要: 针对地下核电厂核反应堆洞室大型穹顶施工难度大的突出问题,分别提出了地下核反应堆洞室大型穹顶预留中心柱法和预留岩墙法两种施工方案,并利用Midas三维模拟平台,分别建立了上述两种方案分步施工三维分析模型。模拟结果表明,预留中心柱法和预留岩墙法分步施工引起的位移均满足施工安全要求,其中后者引起的最大位移较预留中心柱法施工引起的最大位移大,预留岩墙法分步施工引起的穹顶顶部位移较预留中心柱法明显,而预留中心柱法分步施工引起中心柱和开挖掌子面中部位移较预留岩墙法明显。两种施工方案应分别加强穹顶揭露区域、预留中心柱中部和开挖掌子面中部区域临时支护措施及监控措施,以确保施工安全。

关键词: 穹顶, 预留中心柱, 预留岩墙, 分步施工, 施工模拟, 地下核反应堆

Abstract:

Aiming to the prominent problem of large dome construction difficulty of nuclear reactor in underground nuclear power plants, we respectively give two construction solutions of the reserved central pillar and the reserved rock wall, and establish a three-dimensional analysis models for the step-by-step construction of the two methods based on three-dimensional simulation platform of Midas. The simulation results show that the displacements caused by the two methods all meet the engineering safety requirements, and the maximum displacement caused by the construction of reserved rock wall method would be larger than the ones caused by the reserved central pillar method, and it also has caused more obvious displacement on the top of the dome than the reserved central pillar method. The construction of reserved central pillar method would cause more obvious displacement at the middle part of the reserved central pillar and on the excavation face. For the two construction schemes, the construction quality and monitoring measures should be strengthen for the exposed area of the dome, the middle part of the reserved central pillar and the excavation face to ensure the construction safety.

Key words: dome, reserved central pillar, reserved rock wall, step-by-step construction, construction simulation, underground nuclear reactor