全过程持荷锚杆静压钢管桩在复杂桩基处理中的应用实践
引用文献：
丁文湘 王磊 方成 廖建忠. 全过程持荷锚杆静压钢管桩在复杂桩基处理中的应用实践[J]. 建筑结构，2022，48（06）：126-130.
DING Wenxiang WANG Lei FANG Cheng LIAO Jianzhong. Application practice of whole process load-bearing anchor static pressure steel-pipe pile in the treatment of complex pile foundation[J]. Building Structure，2022,48（06）：126-130.
摘要：某项目由于基坑围护变形导致主楼工程桩大面积失效，为保证建筑主体安全，需加固主楼基础。在分析场地地质和原基础设计的基础上，提出了四种桩基处理方案。基于四种桩基处理方案的特点和适用范围，并考虑工期的较高要求、周边地质条件复杂及施工方案的安全性、可行度和经济性，最终选择全过程持荷锚杆静压钢管桩方案进行桩基处理。对此桩基处理方案，创新性地提出了采用分段施工方式，并对施工过程中障碍物处理和地下水的控制进行了探索。监测结果表明，本工程沉降始终保持稳定，此桩基处理方案达到预期效果。
关键词：锚杆静压钢管桩，全过程持荷，桩基处理，桩基础
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参考文献[1] 建筑地基基础设计规范：GB 50007—2011[S].北京：中国建筑工业出版社，2012.
[2] 建筑桩基技术规范：JGJ 94—2008 [S].北京：中国建筑工业出版社，2008.
[3] 秦云，杨阳.抗浮锚杆(桩)分散时底板结构内力计算方法研究[J].建筑结构，2016,46(S1):751-756.
[4] 李善，王凯.某在建高层建筑桩基加固技术方案与应用[J].建筑结构，2021,51(8):115-118,131.
[5] 锚杆静压桩技术规程：YBJ 227—1991[S].北京：中国建筑工业出版社，1991.
[2] 建筑桩基技术规范：JGJ 94—2008 [S].北京：中国建筑工业出版社，2008.
[3] 秦云，杨阳.抗浮锚杆(桩)分散时底板结构内力计算方法研究[J].建筑结构，2016,46(S1):751-756.
[4] 李善，王凯.某在建高层建筑桩基加固技术方案与应用[J].建筑结构，2021,51(8):115-118,131.
[5] 锚杆静压桩技术规程：YBJ 227—1991[S].北京：中国建筑工业出版社，1991.
Application practice of whole process load-bearing anchor static pressure steel-pipe pile in the treatment of complex pile foundation
Abstract: Due to the deformation of foundation pit support, the engineering piles of the main building in a project fail in a large area. In order to ensure the safety of the main building, the pile foundation of the main building must be strengthened. Based on the analysis of site geology and original foundation design, four pile foundation treatment schemes were put forward. Based on the characteristics and application scope of the four pile foundation treatment schemes, and considering the higher requirements of construction period, complex surrounding geological conditions and the safety, feasibility and economy of the construction scheme, the scheme of whole process load-bearing anchor static pressure steel-pipe pile was finally selected for pile foundation treatment. For this pile foundation treatment scheme, the section construction method was innovatively proposed, and the obstacle treatment and groundwater control in the construction process were explored. The monitoring results show that the settlement of the project is always stable, and the pile foundation treatment scheme achieves the expected effect.
Keywords: anchor static pressure steel-pipe pile; whole process load-bearing; pile foundation treatment; pile foundation
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