Reinforcing design and construction technology of large-diameter artificial bored pile segregation accident
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摘要: 人工挖孔桩承载性能好,施工方便,在土建工程中应用广泛,但地下水位较高时, 施工措施不力 易使桩身混凝土产生离析。某体育场桩基工程包括抗压桩、抗拔桩以及抗压抗拔桩等三类基桩,经检测发现桩身混凝土离析。通过对该工程基桩取芯检测,分析了离析事故的特点和原因,针对桩基受力性能和离析部位不同,对抗拔桩采用桩内增设抗拔锚杆法加固,对抗压桩以及拉压桩采用桩内增设微型钢管桩法加固,并介绍了以上桩基加固施工措施。通过加固后桩基静载试验和 工程现状 ,表明以上加固设计方案和施工措施取得理想效果,可为严重离析的基桩加固提供可靠的工程参考。Abstract: Artificial bored pile has high bearing capacity and is convenient to construct and has been widely applied to civil engineering. However, concrete segregation will happen due to ineffective construction measure when there is an higher groundwater table. There are three kinds of piles including compressive pile, uplift pile and pull-compressive pile in a stadium pile foundation project, and concrete segregation phenomenon is detected. The characteristics and reasons of segregation are analyzed by coring test data of piles. According to different mechanical properties and segregation locations, the pulling resistant anchor added in the piles is used to reinforce the uplift pile, and the micro-steel pile added in the piles is employed to reinforce the compressive pile and pull-compressive pile. The construction measures of reinforcing methods are introduced. The static loading tests and situation after pile strengthening that the reinforcing design and construction measures have achieved satisfactory effect, and it may provide reference for similar reinforcing projects of pile concrete segregati on accident.
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Keywords:
- artificial bored pile /
- segregation /
- reinforcement /
- pulling resistant anchor /
- micro-steel pile
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