地基与基础 2022年 第51卷 第17期

DOI: 10.7672 / sgjs2022170117

复杂地质条件下旋挖钻孔灌注桩三段式成孔技术

张传海,王长锁,黄宁,罗曦,吴天鹏,何天兵

作者简介:

张传海,项目总工程师,工程师,E?mail: 790025891@ qq.com

作者单位:

中建三局集团有限公司西南分公司,四川成都 610041

摘要:

在国家成都新药安全性评价中心产业化示范基地项目中,地质情况复杂,基桩直径小,成孔过程中坍孔严重,施工难度非常大。旋挖钻孔灌注桩施工易受桩径、地质条件、施工工艺等因素影响,通过研究已有旋挖钻孔灌注桩施工方法,采用三段式成孔旋挖钻孔灌注桩施工工艺,规避复杂地质条件下缩孔、坍孔带来的困难,保证桩基施工质量安全,提高施工效率和综合效益,得到业主及各参建单位的一致认可,同时节约资源、保护环境,创造了良好的社会效益。

English:

The project of the Industrialization Demonstration Base of the National Chengdu New Drug Safety Evaluation Center has complex geological conditions, such as small pile diameter, serious hole collapse in the process of hole forming, and great difficulty in construction. The construction of rotary drilling cast?in?place pile is easily affected by pile diameter, geological conditions, construction technology and other factors. After studying the existing approaches of rotary drilling bored pile, the three?stage hole formation pile construction technology of rotary drilling bored pile,was adopted to avoid the construction difficulties caused by shrinkage and hole collapse under complex geological conditions, ensure the quality and safety of pile foundation construction, and improve the construction efficiency and comprehensive benefits, obtaining unanimous recognition of both the employers and the participating units and creating good social benefits.