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Research on the Bearing Capacity of a Damaged Jacket Repaired by a Grouting Clamp Based on a Type of Wedge Gripping

机译:基于一种楔形夹紧灌浆夹具修复损坏护套的承载力研究

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摘要

In the process of repairing a damaged jacket with a grouting clamp, it is necessary to analyze the bearing capacity of the damaged structure to determine whether it meets requirements for maintenance and reinforcement. On the basis of previous research results, this paper proposes a design scheme of a grouting clamp based on wedge gripping, which can effectively improve the local bearing capacity of the jacket by more than 35%. The elastic–plastic theory was used to analyze the bearing capacities of steel pipe piles under three different conditions (ideal steel pipe, bending steel pipe and steel pipe with a defective section) and with reinforcement by a grouting hoop. The bearing capacity of the mechanical grouting clamp was analyzed, and the resulting theoretical design was verified by a bearing performance experiment. The results support the conclusion that the wedge mechanical grouting clamp can effectively strengthen local jacket members.
机译:在用灌浆夹具修复损坏的夹套的过程中,有必要分析损坏结构的承载力,以确定其是否满足维护和加固的要求。在先前的研究结果的基础上,本文提出了一种基于楔形抓握的灌浆夹具的设计方案,可以有效地提高夹克的局部承载力超过35%。弹性塑料理论用于分析三种不同条件下钢管桩(理想钢管,弯曲钢管和带有缺陷部分)的承载能力,并通过灌浆箍加固。分析了机械灌浆钳的承载能力,通过轴承性能实验验证了所得理论设计。结果支持楔形机械灌浆夹可以有效地加强局部夹套构件的结论。

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