土工基础 ›› 2022, Vol. 36 ›› Issue (3): 379-382.

• 工程实录 • 上一篇    下一篇

山区公路桥梁的冲击式钻孔灌注桩施工技术

赖大勇,莫轻文,伍仕涛   

  1. (湖北省路桥集团有限公司,武汉 430056 )
  • 收稿日期:2022-04-19 修回日期:2022-04-24 出版日期:2022-06-30 发布日期:2022-06-24
  • 作者简介:赖大勇(1982-),男,高级工程师,研究方向为路桥施工及管理。

Application of Construction Technology of Percussive Bored Concrete Piles for Highway Bridges in Mountainous Area

LAI Dayong, MO Qingwen, WU Shitao   

  1. (Hubei Road & Bridge Group Co., Ltd., Wuhan 430056)
  • Received:2022-04-19 Revised:2022-04-24 Online:2022-06-30 Published:2022-06-24

摘要: 结合湖北省恩施境内某在建高速公路工程,针对山区崎岖复杂的地质条件特点,采用冲击式钻孔灌注桩的施工方法,详细介绍了冲击式钻孔灌注桩的施工工艺和泥浆各相指标以及注意事项,由于山区地质复杂,提出了施工中需结合实际地质条件分阶段的采用小、中、大冲程钻孔的措施,同时,应立即进行排渣,以维持泥浆的密度、粘度不变。最后,通过超声波法对已满足龄期的桩基进行桩身工程质量检测,检测结果表明:桩身结构完整,均为Ⅰ类桩。说明冲击式钻孔灌注桩施工技术的应用,有效的确保了该山区公路桥梁桩基础施工的质量,可为类似工程建设提供参考。


关键词: 桥梁工程, 钻孔灌注桩, 施工工艺

Abstract: This paper presents a case history of the highway bridge project in Enshi, Hubei Province. The bridge foundation type selected the percussive bored and cast-in-place concrete piles based on the characteristics of the rugged and complicated geological conditions in mountainous areas. Due to the complexity of the geological conditions at the project site, different percussive installation methods with small, medium and large strokes drilling should be utilized in the construction in accordance with various subsurface conditions. At the same time, the drilling waste should be discharged immediately to maintain the required density and viscosity of the drilling slurry. The bored pile shaft quality inspection was also performed by the ultrasonic method on the shafts that meeting the curing age. The test results show that: the integrities of bored pile shaft structures were sound with a Class I grade. The results also suggested that the application of the percussive installation method can effectively ensure the quality of the bored pile foundation for highway bridges in the mountain area. 

Key words: bridge engineering, percussive bored and cast-in-place concrete piles, installation methods

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