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杨跃. 一桩两用在盖挖逆作地下工程中的应用[J]. 岩土工程学报, 2011, 33(sup2): 155-158.
引用本文: 杨跃. 一桩两用在盖挖逆作地下工程中的应用[J]. 岩土工程学报, 2011, 33(sup2): 155-158.
YANG Yue. Application of dual-purpose piles in topdown construction[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 155-158.
Citation: YANG Yue. Application of dual-purpose piles in topdown construction[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 155-158.

一桩两用在盖挖逆作地下工程中的应用

Application of dual-purpose piles in topdown construction

  • 摘要: “一桩两用”技术是在基坑开挖过程中通过桩墙合一技术将排桩支护结构体系与地下室外墙形成复合结构,共同抵抗土压力。在盖挖逆作法施工中采用 “ 一桩两用 ” 技术,不仅可节约大量费用,而且使地下结构的外墙的受力状态更为合理。文中结合工程实例,应用大型通用有限元工程分析软件 ANSYS 根据弹性地基梁法对桩墙合一的复合结构进行了力学分析。

     

    Abstract: The application of dual-purpose piles is a technique in which retaining piles are combined with outer walls of substructures to resist the earth pressure. The application of dual-purpose piles in topdown construction can save costs and make the mechanical condition of substructure walls more rational. Based on a real construction, ANSYS is used to calculate the mechanical features of the combination of retaining piles and substructure walls during different construction stages. The mechanical features of the combination of retaining piles and substructure walls during different construction stages are calculated. The results show this design can provide good economic benefit, which is a desirable reference for similar construction .

     

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