泥水盾构大粒径渣石冲蚀管道磨损模型开发及其工程应用研究

Development and Engineering Application Research on Pipeline Wear Model of Slurry Shield with Large Particle Size Slag Erosion

  • 摘要: 基于自主研发的碎石冲击靶材试验装置,以粒径10~30 mm的颗粒为研究对象,探究颗粒速度、入射角度、颗粒粒径和形状对靶材冲蚀磨损规律的影响,建立大粒径碎石冲蚀作用下的靶材磨损模型,并结合计算流体动力学-离散单元(CFD-DEM)耦合方法与现场实测数据,验证所建冲蚀磨损模型的适用性与准确性。研究结果表明:(1)随着碎石冲击角度的增大,靶材磨损率先增大后减小,冲蚀角度为30°时Q235与Q355两种材料靶材磨损率最大;靶材磨损率随冲击速度的增大呈正比增长;颗粒粒径由10 mm增至30 mm,靶材磨损率增长;球形颗粒引起的磨损率最低,扁平状颗粒与等边三棱柱状颗粒引起的磨损率分别是球形颗粒的1.4倍和1.8倍;(2)泥水盾构排浆管路弯管角度为90°与60°时,砂卵石地层中弯管磨损仿真预测与现场实测结果最大误差为13.6%,全断面硬岩地层中最大误差为30.5%。基于该磨损模型,对分流器位置的管道磨损特性以及关键流场特征进行分析,并对泥水分流器结构进行耐磨优化。

     

    Abstract: Based on a self-developed gravel impact target test device, this study takes particles with a particle size of 10~30 mm as the research object to investigate the effects of particle velocity, incident angle, particle size, and shape on the erosion wear law of the target material. A wear model of the target material under the erosion action of large-size gravel is established, and the applicability and accuracy of the proposed erosion wear model are verified by combining the computational fluid dynamics-discrete element method (CFD-DEM) coupling approach with field measured data. The research results show that: (1) With the increase of gravel impact angle, the wear rate of the target material first increases and then decreases, and the wear rates of Q235 and Q355 steel targets reach the maximum when the erosion angle is 30°; the wear rate of the target material increases proportionally with the increase of impact velocity; as the particle size increases from 10 mm to 30 mm, the wear rate of the target material increases; the wear rate caused by spherical particles is the lowest, while the wear rates caused by flat particles and equilateral triangular prism particles are 1.4 times and 1.8 times that of spherical particles, respectively; (2) When the elbow angle of the slurry discharge pipeline of the slurry shield is 90° and 60°, the maximum error between the simulation prediction of elbow wear and the field measured results is 13.6% in the sand-gravel stratum and 30.5% in the fullface hard rock stratum. Based on this wear model, the pipeline wear characteristics and key flow field characteristics at the position of the flow divider are analyzed, and the wear-resistant optimization of the slurry flow divider structure is carried out.

     

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