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深基坑大口径PC工法组合钢管桩成桩试验研究

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以上海软土地区某深基坑工程为背景,通过PC工法组合钢管桩成桩打拔试验,分析大口径PC工法组合钢管桩在上海软土地区深基坑中的适用情况,并分析各阶段施工对邻近土体的影响.试验结果表明,在上海软土地区深基坑工程中采用ICE高频免共振锤进行大口径钢管围护桩打拔可行,钢管桩的打入顺畅度、咬合度及土塞情况等良好,拔出时未大量带土,打拔对邻近土体及周边环境影响在可控范围内根据试验结果对施工过程及设备参数提出建议,有助于正式施工顺利进行并对周边环境形成有效保护.
Large Diameter PC Engineering Piles Test in Soft Soil Deep Excavation
Taking a deep excavation project in the soft soil area of Shanghai as the background,the application of large-diameter PC construction method combined steel pipe piles in deep excavation in the soft soil area of Shanghai was understood through pile driving and pulling tests using PC construction method.The impact of each stage on adjacent soil was analyzed.The test results show that using ICE high-frequency resonance free hydraulic hammer for large-diameter steel pipe support and extraction is feasible in deep excavation engineering in soft soil areas of Shanghai.The smoothness,bite and soil blockage of the steel pipe piles are good,and there is no large amount of soil during extraction.The impact of extraction on adjacent soil and surrounding environment is within a controllable range.At the same time,suggestions for the construction process and equipment parameters are proposed based on the experiment,which helps to facilitate the smooth implementation of formal construction and effectively protect the surrounding environment.

deep excavationsteel pipe pilesPC construction methodtesthigh frequency resonance-free

张竹庭

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上海建工集团工程研究总院,上海 201114

深基坑 钢管桩 PC工法 试验 高频免共振

上海市科学技术委员会科技计划上海建工集团股份有限公司重点科研项目

21DZ120320122JCSF-35

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(11)