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能源桩荷载传递法的改进与应用

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能源桩实现了浅层地热能开发与地下工程结构的一体化,拓宽了桩基础的使用功能和应用领域,因此得到了广泛应用,同时,能源桩分析理论也得到发展。荷载传递方法因其计算简单、实用性强等优点而被应用于能源桩的计算和分析中,但热-力耦合荷载传递分析方法仍存在计算结果难以收敛、不能准确反映桩顶实际加载等缺点。分析桩顶误差产生的原因,并基于能源桩荷载传递位移协调算法建立了能源桩的桩顶不平衡力消除迭代法,使得计算结果能准确反映桩顶实际加载条件,从而使得能源桩的热-力耦合承载性能分析更为准确。结合现场测试,验证了桩顶不平衡力消除迭代法的可行性,计算结果表明该方法能够很好地反映荷载-温度联合作用对能源桩承载性能的影响。
Improvement and Application of Load Transfer Method of Energy Pile
Energy piles realize the integration of shallow geothermal energy development and underground engineering structure,and broaden the use function and application field of pile foundation,so they have been widely used,and at the same time promote the development of energy pile analysis theory.The load transfer method has been applied to the calculation and analysis of energy piles due to its advantages of simple calculation and practicality,but the thermo-mechanical load transfer analysis method still has the disadvantages that the calculation results are difficult to converge and do not accurately reflect the actual loading at the top of the pile.The reasons for the pile top error were analyzed,and the iterative method for eliminating the unbalanced force at the pile top of energy piles was established based on the load transfer displacement coordination algorithm of energy piles,so that the calculation results could accurately reflect the actual loading conditions at the pile top,which made the analysis of the thermo-mechanical coupled bearing performance of energy piles more accurate.Combined with the field test,the feasibility of the iterative method for eliminating the unbalanced force at the top of the pile is verified,and the calculation results show that the method can well reflect the effect of the combined load-temperature action on the bearing performance of energy piles.

energy pileload transfer methodunbalanced force at pile topneutral surface of thermal effectthermal-mechanical coupling

宗宸锋、蒋刚、胡文斌、杨浩帆、王旭东

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南京工业大学交通运输工程学院,南京 210009

能源桩 荷载传递法 桩顶不平衡力 热效应中性面 热-力耦合

2024

地下空间与工程学报
中国岩石力学与工程学会,重庆大学

地下空间与工程学报

CSTPCD北大核心
影响因子:0.886
ISSN:1673-0836
年,卷(期):2024.26(6)