复杂地层下低净空大直径集束式环切潜孔锤快速成桩施工技术

Rapid Pile Construction Technology Using Large-Diameter Cluster-Type Ring-Cutting DTH Hammers under Low Headroom in Complex Strata

  • 摘要:
    目的 为了解决低净空环境下大直径钢管桩钻孔施工的技术难题,针对广州地铁10号线天河路站主体结构钢管桩基础工程,提出一种低净空成桩施工技术,以应对传统施工方法在低净空环境中的局限性。
    方法 提出了全套管回转钻机与集束式环切潜孔锤结合的低净空成桩施工技术,通过优化设备配置和施工工艺,实现低净空环境下的高效成桩。全套管回转钻机提供稳定的钻孔平台和高效的切削能力,而集束式环切潜孔锤则利用多个单体潜孔锤的组合,增强了孔径适应性和钻进效率。所提低净空成桩施工技术涵盖了设备机具的设计与配置、成孔施工工艺流程的详细规划,以及施工过程中的质量保证措施。
    结果及结论 所提低净空成桩施工技术增加了施工安全性,提高了成孔效率并改善了成孔质量,解决了有限作业空间大直径钢管桩的施工难题。该技术不仅为广州地铁10号线天河路站主体结构钢管桩基础工程提供了成功实践,也可为类似复杂地质条件下的桩基础施工提供技术参考与借鉴。

     

    Abstract:
    Objective To address the technical challenges in drilling construction of large-diameter steel pipe piles under low-headroom conditions, a low-headroom pile formation construction technology is proposed for the steel pipe pile foundation project of Tianhe Road Station main structure on Guangzhou Metro Line 10, aiming to overcome the limitations of traditional construction methods in low-headroom environments.
    Method A low-headroom pile formation construction technology combining a full-casing rotary drilling rig and a cluster-type ring-cutting DTH(down-the-hole)hammer is proposed. By optimizing equipment configuration and construction processes, the efficient pile formation in low-headroom environments is achieved. The full-casing rotary drilling rig provides a stable drilling platform and efficient cutting capability, while the cluster-type ring-cutting DTH hammer enhances hole diameter adaptability and drilling efficiency through the combination of multiple single DTH hammers. The proposed low-headroom pile formation construction technology covers the design and configuration of equipment and tools, the detailed planning of the hole-forming construction process, as well as quality assurance measures during the construction.
    Result & Conclusion  The proposed low-headroom pile formation construction technology enhances construction safety, improves hole-forming efficiency and quality, and solves the construction challenges of large-diameter steel pipe piles in limited working spaces. This technology not only provides successful practice for the steel pipe pile foundation project of Tianhe Road Station main structure on Guangzhou Metro Line 10, but also offers valuable technical reference and insights for pile foundation construction under similar complex geological conditions.

     

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