c5db 罗泾煤炭码头拆除后桩位探测技术研究
罗泾煤炭码头拆除后桩位探测技术研究
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Pile positions detection technology after demolition of coal terminal in Luojing
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    摘要:

    由于早期码头桩基施工技术不足导致沉桩精度差,原桩位探测对于高桩码头的改扩建工程变得至关重要。以上海港罗泾港区煤炭码头为例,深入分析原码头拆除桩和保留桩参数的探测技术。在实际探测中,采用无人机搭载激光雷达和无人船搭载多波束系统对水下桩位进行探测,利用全站仪对保留码头部分桩位进行测量,结合建模、测量、计算等方法,精确获取桩位信息。研究得出结论:建设年代久远的码头改建工程应进行原桩位探测分析以支持新桩位布设;大规模拆除后,无人机和无人船探测速率快、精度高;未拆除的码头面板及设备对水下探测干扰大;保留桩基数据可用全站仪测量,虽效率低但修正后精度高。这些结论为码头原位改扩建工程的新桩位设计提供了可靠的基础数据依据。

    Abstract:

    Given the insufficient construction technology of the early wharf pile foundation,which led to poor pile driving accuracy,the detection of original pile positions has become crucial for the reconstruction and expansion projects of high-pile wharfs.Taking the coal terminal in Luojing port area of Shanghai Port as an example,this paper conducts an in-depth analysis of the detection technology for the parameters of the dismantled and retained piles in the original wharf.In practical detection,unmanned aerial vehicle (UAV) equipped with a laser radar and unmanned ships equipped with multi-beam system are used to detect the underwater pile positions.Total stations are employed to measure the pile positions of the retained parts of the wharf.By combining modeling,measurement,and calculation methods,the pile position information is accurately obtained.The research concludes that the reconstruction projects of wharfs with a long construction history,the original pile position detection and analysis should be carried out to support the layout of new pile positions.After large-scale demolition,UAVs and unmanned ships offer fast detection rates and high precision.The undemolished wharf deck and equipment cause significant interference and low precision in underwater detection.Data on retained piles can be measured using a total station,which may have low efficiency but high precision after correction.These conclusions provide a reliable basis for the design of new pile positions in wharf reconstruction and expansion projects at their original sites.

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陈永豪,严 凯.罗泾煤炭码头拆除后桩位探测技术研究[J].水运工程,2025(S1):113-118.

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  • 在线发布日期: 2025-12-18
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