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PILE-BOTTOM GROUTING TECHNOLOGY FOR BORED CAST-IN-SITU PILE FOUNDATION

机译:灌注桩现浇桩基础桩底灌浆技术

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摘要

Grouting at the bottom of a pile may considerably increase the bearing capacity, reduce settlement, and improve the property of pile-soil working together, hence its wide application in recent years in China. This paper, based on a specific case of construction, explains the mechanism of how grouting improves the bearing capacity, the technical parameters of grouting, quality guarantee measures and common problems in grouting. It is proved through test piles that grouting technology is not only effective, but also economical and simple, therefore it is a worthwhile technology to consider.
机译:在桩底注浆可显着提高桩的承载力,减少沉降,并改善桩土共同作用的性能,因此近年来在中国得到了广泛的应用。本文根据具体的施工案例,说明了灌浆如何提高承载力的机理,灌浆的技术参数,质量保证措施以及灌浆中的常见问题。通过试桩证明注浆技术不仅有效,而且经济,简单,是值得考虑的技术。

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