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王志红. 北京地铁平乐园站盖挖逆筑深基坑设计[J]. 岩土工程学报, 2012, 34(suppl): 699-704.
引用本文: 王志红. 北京地铁平乐园站盖挖逆筑深基坑设计[J]. 岩土工程学报, 2012, 34(suppl): 699-704.
WANG Zhi-hong. Design of deep excavation of Pingleyuan Station of Beijing Metro using covering top-down method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 699-704.
Citation: WANG Zhi-hong. Design of deep excavation of Pingleyuan Station of Beijing Metro using covering top-down method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 699-704.

北京地铁平乐园站盖挖逆筑深基坑设计

Design of deep excavation of Pingleyuan Station of Beijing Metro using covering top-down method

  • 摘要: 盖挖逆筑法是在盖挖条件下进行逆筑施工,能较好的适用城市繁华地区大型地下工程的施工。通过对北京地铁十四号线平乐园站深基坑支护工程设计方案的介绍,针对盖挖逆筑法的受力特点、选用原则、基坑水平体系、竖向体系的设计要点等进行了深入探讨,对盖挖逆筑车站基坑设计中的关键问题进行分析,以期对同类工程提供参考。

     

    Abstract: The covering top-down method can be better applied to large urban underground construction in city downtown areas, which is inverse in construction under the covering conditions. The design scheme for deep excavation of Pingleyuan Station of Beijing Metro line No. 14 is introduced. The stress characteristics, selection principles, design points of horizontal and vertical systems of the excavation are discussed. Some key problems are also analyzed. It may provide reference for similar projects.

     

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