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管桩施工不合格的处理方法
李国胜1,2
摘 要

(1 铜陵市建筑工程施工图设计文件审查有限公司, 铜陵244000; 2 铜陵市建设工程质量监督监测有限公司, 铜陵 244000)

[摘要]总结了管桩施工不合格的处理方法,其中桩承载力不足、偏位、倾斜的处理方法及桩身完整性为Ⅳ类桩时的接桩处理方法同样适合于其他预制桩和灌注桩,具有一定的通用性。该处理方法弥补了目前国内这方面资料的不足,对设计人员有一定的参考价值。通过分析指出:《建筑桩基技术规范》(JGJ 94—2008)第7-4-5条“四桩承台中的桩允许偏位为1/2桩径或边长”的规定过松,不安全;《建筑桩基技术规范》(JGJ 94—2008)应规定混凝土预制桩倾斜率限值。并介绍了某18层建筑大量管桩偏位、断桩和倾斜的处理方法。

[关键词]管桩; 桩偏位; 桩倾斜; 桩承载力; 桩身完整性; 桩身缺陷; 补桩

中图分类号:TU473文献标识码:A文章编号:1002-848X(2019)03-0113-07

 

Treatment method of unqualified pipe pile construction

Li Guosheng 1,2

(1 Tongling Architectural Works Construction Drawing and Design Documents Examination Co., Ltd., Tongling 244000, China;  2 Tongling Construction Engineering Quality Supervision and Testing Co., Ltd., Tongling 244000, China)

Abstract:The treatment methods of unqualified pipe pile construction were summarized. The treatment methods of pile bearing capacity insufficiency, deviation, inclination and pile body integrity of Ⅳ type pile were also suitable for other prefabricated and cast-in-place piles, which had certain universality. This treatment method made up for the shortage of domestic information in this field, and had a certain reference value for designers. Through analysis, it is pointed out that the section 7-4-5 of  Technical code for building pile foundation (JGJ 94—2008) stipulating "the allowable deviation of pile in four pile caps is 1/2 pile diameter or side length" is unsafe;   Technical code for building pile foundation (JGJ 94—2008) should stipulate the limit value of inclination ratio of precast concrete piles. The treatment methods of deviation, broken pile and inclination of a large number of pipe piles in an 18-storey building were also introduced.

Keywords:pipe pile; pile deviation; pile inclination; pile bearing capacity; pile body integrity; pile body defect; pile repair

 

作者简介:李国胜,学士,高级工程师,一级注册结构工程师,Email:693950802@qq.com。

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