灌注桩水上作业平台施工工艺优化
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Optimization of construction technology of cast-in-place pile water working platform
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    摘要:

    由于防波堤护坡和护脚的抛填均采用规格较大的块石,常规灌注桩水上作业平台的螺旋管打设困难,导致平台基础体系难以形成。根据钢平台原设计方案出现的系列问题进行优化设计,最终采用岸侧回填块石+搭设2排贝雷架、外侧1排螺旋管桩的基础支撑体系。结果表明:平台基础体系结构受力和承载力验算合格,灌注桩施工时钢平台未产生较大的滑移突变,沉降较均匀。该水上作业平台安全可靠、便于施工。

    Abstract:

    Because the slope protection and foot protection of breakwater are filled with large size stone,it is difficult to set the spiral pipe of the conventional water operation platform of cast-in-place pile,which makes it difficult to form the platform foundation system. According to the series of problems in the original design scheme of the steel platform,we carry out the optimization design,and finally adopt the foundation support system of the shore side backfilling block stone and 2 rows of beret frame and 1 row of spiral pipe piles. The results show that the stress and bearing capacity of the platform foundation system are qualified,the steel platform does not have a large slip mutation during the construction of the cast-in-place pile,and the settlement is relatively uniform. The water work platform is safe,reliable and convenient for construction.

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杨乃全,马俊林,陈 岩,等.灌注桩水上作业平台施工工艺优化[J].水运工程,2022(S2):84-88.

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  • 在线发布日期: 2022-08-01
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