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复杂地层超长桩后压浆施工工法探究与实践

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在复杂地质环境下,超长桩施工难度大、造价高,基桩的单桩承载力特征值无法满足设计要求.后压浆灌注技术可以通过在施工灌注桩时预先安装注浆管,极大提高桩端承载力及桩与土之间的摩阻力.以广东省深圳市南山某一项目为例,探讨了在复杂地质条件下抗拔桩的后压浆施工工艺,桩基承载能力得到大幅提升,在有限桩长下满足了设计要求.
Exploration and practice of post-pressure grouting construction method for extra-long piles in complex strata
In the complex geological environment,the construction of super-long piles is difficult and costly.Post grouting technology can greatly improve the bearing capacity of pile end and the friction resistance between pile and soil by instal-ling grouting pipe in advance during the construction of cast-in-place pile.Taking a project in Nanshan,Shenzhen,Guangdong as an example,the post grouting construction technology of uplift pile under complex geological conditions is discussed and the engineering practice is carried out.The test results show that the bearing capacity of pile foundation is greatly improved after adopting post grouting technology,and the design requirements are met under limited pile length.

complex strataextra-long pilespost pressure groutinggrouting pipe

戴武林、卫宫羽

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深圳市华地岩土工程有限公司,广东 深圳 518000

中国建筑西南勘察设计研究院有限公司,四川成都 610041

复杂地层 超长桩 后压浆 注浆管

2025

山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
年,卷(期):2025.51(3)