岩土与地下工程 2024年 第53卷 第13期

DOI: 10.7672 / sgjs2024130093

桩端后注浆 PHC 管桩原理及工程应用

胡玉银¹,陈建兰²

作者简介:

胡玉银,教授级高级工程,E⁃mail: 2143083834@ qq. com

作者单位:

1.上海同人里岩土工程技术有限公司,上海 200122; 2.同济大学建筑设计研究院(集团)有限公司,上海 200122

摘要:

PHC 管桩具有承载力高、施工速度快、施工质量好和工程造价低的优点,因此在工程建设中得到广泛应用。但是受制于地基承载力,PHC 管桩的桩身强度往往得不到充分发挥,造成资源浪费。桩端后注浆是提高地基承载力非常有效的方法。首先,利用 PHC 管桩空腔设置注浆管,在桩端安装具有注浆功能的桩尖,在 PHC 管桩中形成注浆回路;然后,将 PHC 管桩沉桩到位;最后,通过注浆回路向 PHC 管桩桩端压注高压水泥浆,加固桩端和桩侧土体,达到提高地基承载力和桩基承载力的目的。为了实现 PHC 管桩桩端后注浆,开发了注浆器内置式注浆桩尖。试验研究和工程应用表明,注浆器内置式注浆桩尖技术是可行的,桩端后注浆 PHC 管桩具有工艺简单、设备简易、效果显著和成本低廉的优点。

English:

PHC pipe pile has the advantages of high bearing capacity, fast construction speed, goodconstruction quality and low project cost. Therefore, it is widely used in engineering construction.However, due to the bearing capacity of the foundation, the strength of the PHC pipe pile is often notfully utilized, resulting in a waste of resources. Pile⁃end post⁃grouting is a very effective method toimprove the bearing capacity of the foundation. Firstly, the grouting pipe is set up by using the cavity ofthe PHC pipe pile, and the pile tip with grouting function is installed at the pile end to form a groutingloop in the PHC pipe pile. Then, the PHC pipe pile is piled in place. Finally, the high⁃pressure cementslurry is injected into the PHC pipe pile end through the grouting circuit to reinforce the soil at the pileend and the pile side to improve the bearing capacity of both the foundation soil and the pile foundation.To realize the post⁃grooming of the PHC pipe pile end, the built⁃in grouting pile tip of the grouting deviceis developed. The experimental research and engineering application show that the built⁃in grouting piletip of the grouting device is technically feasible, and the post⁃grouting PHC pipe pile has the advantagesof a simple process, simple equipment, remarkable effect and low cost.