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砂卵石地层盾构均匀磨损刀盘刀具设计方法研究

张晋勋, 李博, 江玉生, 周刘刚, 殷明伦, 孙正阳, 江华

张晋勋, 李博, 江玉生, 周刘刚, 殷明伦, 孙正阳, 江华. 砂卵石地层盾构均匀磨损刀盘刀具设计方法研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240165
引用本文: 张晋勋, 李博, 江玉生, 周刘刚, 殷明伦, 孙正阳, 江华. 砂卵石地层盾构均匀磨损刀盘刀具设计方法研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240165
Research on the Design Method for Uniform Wear of Shield Cutters in Sand–Pebble Strata[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240165
Citation: Research on the Design Method for Uniform Wear of Shield Cutters in Sand–Pebble Strata[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240165

砂卵石地层盾构均匀磨损刀盘刀具设计方法研究  English Version

基金项目: 北京市博士后科研活动经费资助项目(2022-ZZ-097);

Research on the Design Method for Uniform Wear of Shield Cutters in Sand–Pebble Strata

  • 摘要: 为解决砂卵石地层土压平衡盾构掘进过程中,由于切削轨迹长度不同而导致的整盘刀具非均匀磨损问题。基于摩擦磨损原理,建立刀具磨损量计算方法,提出盾构整盘刀具均匀磨损理论及刀盘刀具设计方法。采用EDEM颗粒流数值软件,构建6.6m砂卵石地层均匀磨损盾构掘进模型,验证了整盘刀具的均匀磨损性能。研究表明:1)通过设计不同的刀盘线形,并在各轨迹半径上布置特定的刀具数量能够实现整盘刀具的均匀磨损;2)刀盘线形及刀具数量与“环向布刀指数β”、“地层岩性指数n”有关。地层条件一定时,β值是影响均匀磨损盾构刀盘刀具设计的关键因素,对于常规直径盾构(2.5m≤R<6m),合理的β值范围为1.83~2。对于大型盾构(R≥6m),β值取2,应设计平面刀盘,并在各轨迹上布置r2把刀具;3)均匀磨损方案下,整盘刀具磨损程度差异较小,外圈刀具磨损系数降低,最大不换刀连续掘进距离大幅增加。
    Abstract: In order to solve the problem of uneven wear of the whole shield cutter caused by the different cutting trajectory length in the EPB shield tunneling process in sand–pebble strata. Based on the principle of friction and wear, the calculation method of cutter wear is established, and the theory of uniform wear of shield cutter and the design method of cutterhead and cutters are proposed. The EDEM particle flow numerical software was used to construct a uniform wear shield tunneling model of 6.6m in sand–pebble strata, and the uniform wear performance of the whole cutter was verified. The results show that: 1) The uniform wear of the whole cutters can be achieved by designing different cutterhead alignments and arranging a specific number of cutters on each trajectory radius; 2) The cutterhead alignment and the number of cutters are related to the “circumferential knife index β” and “formation lithology index n”. In a specific strata, the β value is the key factor affecting the design of the cutterhead cutter of the uniform wear shield, and the reasonable β value range is 1.83~2 for the conventional shield (2.5m≤R<6m). For large shield (R≥6m), a flat cutterhead should be designed, and r^2 cutters should be arranged on each trajectory; 3) Under the uniform wear scheme, the difference in the wear degree of the whole cutters is small, the tool wear coefficient of the outer ring of the cutterhead is greatly reduced, and the maximum continuous excavation distance without changing the cutters has significantly increased.
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出版历程
  • 收稿日期:  2024-02-20
  • 网络出版日期:  2024-10-22

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