试验研究 2024年 第53卷 第11期

DOI: 10.7672 / sgjs2024110069

深基坑大口径 PC 工法组合钢管桩成桩试验研究

张竹庭

作者简介:

张竹庭,高级工程师,E-mail:542421078@ qq. com

作者单位:

上海建工集团工程研究总院,上海 201114

基金项目:

∗上海市科学技术委员会科技计划(21DZ1203201);上海建工集团股份有限公司重点科研项目(22JCSF-35)

摘要:

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.

English:

Taking a deep excavation project in the soft soil area of Shanghai as the background, theapplication of large-diameter PC construction method combined steel pipe piles in deep excavation in thesoft soil area of Shanghai was understood through pile driving and pulling tests using PC constructionmethod. The impact of each stage on adjacent soil was analyzed. The test results show that using ICEhigh-frequency resonance free hydraulic hammer for large-diameter steel pipe support and extraction isfeasible in deep excavation engineering in soft soil areas of Shanghai. The smoothness, bite and soilblockage of the steel pipe piles are good, and there is no large amount of soil during extraction. Theimpact of extraction on adjacent soil and surrounding environment is within a controllable range. At thesame time, suggestions for the construction process and equipment parameters are proposed based on theexperiment, which helps to facilitate the smooth implementation of formal construction and effectivelyprotect the surrounding environment.