砂卵石地层中盾构掘进机均匀磨损设计方法研究

Jinxun Zhang, Bo Li, Guihe Wang, Yusheng Jiang, Hua Jiang, Minglun Yin, Zhengyang Sun
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引用次数: 0

摘要

在砂卵石地层等高磨损地层中进行盾构掘进时,由于掘进距离不同,盾构刀盘的不均匀磨损不可避免。频繁停机和更换刀盘已成为在砂卵石地层中长距离盾构掘进的主要障碍。根据北京地区砂卵石地层的刀盘磨损特点,本研究建立了刀盘和刀盘的设计方法,通过摩擦磨损原理实现所有刀盘的均匀磨损。通过使用工程离散元法进行三维模拟,验证了该设计方法的适用性。结果表明,通过在每个轨迹半径上安装不同数量的刀具,并根据盾构直径设计具有一定拱形高度的弧形辐条,可实现刀盘上所有刀具的均匀磨损。在均匀磨损方案下,刀盘磨损系数大大降低,最大盾构驱动距离比工程方案增加了约 47%。研究结果表明,可以克服盾构掘进中刀盘磨损不均匀的问题,从而为高磨蚀地层长距离盾构掘进的理论创新和施工提供指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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Research on the design method for uniform wear of shield cutters in sand–pebble strata

During shield tunneling in highly abrasive formations such as sand–pebble strata, nonuniform wear of shield cutters is inevitable due to the different cutting distances. Frequent downtimes and cutter replacements have become major obstacles to long-distance shield driving in sand–pebble strata. Based on the cutter wear characteristics in sand–pebble strata in Beijing, a design methodology for the cutterhead and cutters was established in this study to achieve uniform wear of all cutters by the principle of frictional wear. The applicability of the design method was verified through three-dimensional simulations using the engineering discrete element method. The results show that uniform wear of all cutters on the cutterhead could be achieved by installing different numbers of cutters on each trajectory radius and designing a curved spoke with a certain arch height according to the shield diameter. Under the uniform wear scheme, the cutter wear coefficient is greatly reduced, and the largest shield driving distance is increased by approximately 47% over the engineering scheme. The research results indicate that the problem of nonuniform cutter wear in shield excavation could be overcome, thereby providing guiding significance for theoretical innovation and construction of long-distance shield excavation in highly abrasive strata.

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CiteScore
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Issue Information Two-year growth of Deep Underground Science and Engineering: A perspective Acknowledgment of reviewers A review of mechanical deformation and seepage mechanism of rock with filled joints Issue Information
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