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咬合桩旋挖全套管实施技术及应用

The Implementation Technology and Application of Rotary Drilling Full Casing Pipe of Secant Pile

  • 摘要: 广州从化区东风村城中村改造河西安置区二期项目,面临深厚砂层与卵石层导致的塌孔、扩孔及混凝土超灌等难题,严重制约工程进度并违背绿色施工要求。为有效解决此问题,本项目采用了咬合旋挖桩全套管技术,系统分析了该技术的实施路径与综合效益。该技术的核心在于利用全套管跟进护壁,形成刚性屏障,彻底隔绝不良地层对孔壁的扰动,桩身垂直度偏差小于0.5%。同时,套管为混凝土灌注提供了有效约束,显著降低了混凝土超灌量,其混凝土充盈系数稳定在1.05~1.08之间。该工艺较传统的泥浆护壁,从源头大幅减少了泥浆产生与排放,并有效降低了施工噪音与振动。实践结果表明,该技术成功克服了复杂地质障碍,桩身质量均匀完整。在环境效益方面,实现了节材、减废、降噪的多重目标:混凝土超灌率得到严格控制,建筑材料浪费显著减少;泥浆排放量大幅降低,减轻了对周边环境的污染;施工噪音得到有效抑制,降低了对居民生活的干扰。本研究证实,咬合旋挖桩全套管技术不仅能有效解决特殊地质条件下的桩基施工难题,更在技术经济性和环境保护方面展现出显著优势,为类似工程建设提供了可靠的技术路径和实践参考,具有重要的推广价值。

     

    Abstract: The Hexi Resettlement Area Phase II project, part of the urban village renovation in Dongfeng Village, Conghua District, Guangzhou, encountered significant challenges including hole collapse, enlargement, and concrete over-pouring due to the presence of thick sand and gravel strata. These issues severely constrained project progress and conflicted with the principles of green construction. To effectively address these problems, the secant rotary bored pile method employing full sleeve casing technology was adopted. This paper systematically analyzes the implementation pathway and comprehensive benefits of this technology. The core of this technology lies in utilizing the full sleeve casing as a follow-up wall protection mechanism, creating a rigid barrier that completely isolates the detrimental effects of the unfavorable strata on the borehole wall. This ensures exceptional verticality of the pile shafts, with deviations maintained below 0.5%. Concurrently, the casing provides effective confinement during concrete pouring, significantly reducing concrete over-pouring. The concrete filling coefficient was consistently controlled within a narrow range of 1.05 to 1.08. By replacing the traditional slurry wall protection method, this process substantially reduces slurry generation and discharge at the source, while also effectively mitigating construction noise and vibration. Practical results demonstrate that this technology successfully overcame the complex geological obstacles, resulting in uniform and intact pile integrity. In terms of environmental benefits, it achieved multiple objectives: material saving, waste reduction, and noise abatement. Concrete over-pouring was strictly controlled, leading to a significant reduction in construction material waste; slurry discharge was drastically minimized, thereby alleviating environmental pollution in the surrounding area; and construction noise was effectively suppressed, reducing disturbance to nearby residents. This study confirms that the secant rotary bored pile method with full sleeve casing technology not only effectively resolves foundational construction challenges in specific geological conditions but also demonstrates significant advantages in technical-economic performance and environmental protection. It provides a reliable technical pathway and practical reference for similar engineering projects, underscoring its considerable value for widespread application.

     

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