大水深下扭王字块组吊装沉放受力及运动特性数值模拟研究
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Numerical simulation study on force and motion characteristics of hoisting and sinking of accropode group under great water depth
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    摘要:

    针对王家滩航道整治工程中,扭王字块在大水深、复杂流动条件下实现精细化沉放的难题,开展扭王字块组吊装下沉过程受力及运动特性的研究。采用三维数值模拟方法,结合现场实际操作条件,构建扭王字块组吊装沉放的仿真模型,系统剖析风速、流速、沉放速度和下沉深度等因素对漂移距离、吊索张力和艏摇角等关键参数影响的变化规律。结果表明:流速对漂移距离的影响显著,随着流速的增大,漂移距离呈先增大、后减小、再增大的趋势,最大漂移距离为3.5 m;扭王字块组因自身结构具有非对称性,导致下沉受力不均匀和下沉过程不断绕Z轴旋转,流速和沉放速度对这一过程的影响明显;沉放速度增大使得入水砰击荷载增大,导致吊索张力产生剧烈波动,严重影响吊装系统的稳定性。研究成果可提升扭王字块在大水深条件下的沉放精度,切实保障施工安全性,为同类航道整治工程提供技术参考与理论支撑。

    Abstract:

    Aiming at the problem of achieving refined sinking of accropode blocks under the condition of great water depth and complex flow in the Wangjiatan channel regulation project, a study on the force and motion characteristics during the hoisting and sinking process of the accropode group is carried out.Using a three-dimensional numerical simulation method, combining with the actual on-site operating conditions, a simulation model for the hoisting and sinking of the accropode group is constructed.The variation laws of the influence of factors such as wind speed, flow velocity, sinking speed, and sinking depth on key parameters such as drift distance, sling tension, and yaw angle are systematically analyzed.The results show that the flow velocity has a significant impact on the drift distance.As the flow velocity increases, the drift distance first increases, then decreases, and final increases again, with a maximum drift distance of 3.5 m.Due to the asymmetry of its own structure, the accropode group has uneven sinking forces and rotates continuously around the Z-axis during the sinking process.The flow velocity and sinking speed have a significant impact on this process.An increase in the sinking speed leads to an increase in the slamming load during sinking, resulting in severe fluctuations in the sling tension and seriously affecting the stability of the hoisting system.The research results can improve the sinking accuracy of accropode blocks under great water depth condition, effectively ensure construction safety, and provide technical reference and theoretical support for similar channel regulation projects.

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李宗华.大水深下扭王字块组吊装沉放受力及运动特性数值模拟研究[J].水运工程,2025(10):233-240.

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  • 在线发布日期: 2025-10-20
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