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基于EDEM的砂卵石地层盾构刀具磨损特征研究

张晋勋, 李博, 江玉生, 江华, 殷明伦, 孙正阳

张晋勋, 李博, 江玉生, 江华, 殷明伦, 孙正阳. 基于EDEM的砂卵石地层盾构刀具磨损特征研究[J]. 岩土工程学报, 2024, 46(10): 2212-2220. DOI: 10.11779/CJGE20230723
引用本文: 张晋勋, 李博, 江玉生, 江华, 殷明伦, 孙正阳. 基于EDEM的砂卵石地层盾构刀具磨损特征研究[J]. 岩土工程学报, 2024, 46(10): 2212-2220. DOI: 10.11779/CJGE20230723
ZHANG Jinxun, LI Bo, JIANG Yusheng, JIANG Hua, YIN Minglun, SUN Zhengyang. Wear characteristics of shield cutters in sand-pebble strata based on EDEM[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2212-2220. DOI: 10.11779/CJGE20230723
Citation: ZHANG Jinxun, LI Bo, JIANG Yusheng, JIANG Hua, YIN Minglun, SUN Zhengyang. Wear characteristics of shield cutters in sand-pebble strata based on EDEM[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2212-2220. DOI: 10.11779/CJGE20230723

基于EDEM的砂卵石地层盾构刀具磨损特征研究  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

详细信息
    作者简介:

    张晋勋(1967—),男,博士,正高级工程师,主要从事土木工程施工技术研究与应用等方面的研究工作。E-mail: 99983618@qq.com

    通讯作者:

    李博, E-mail:357428609@qq.com

  • 中图分类号: TU94.1

Wear characteristics of shield cutters in sand-pebble strata based on EDEM

  • 摘要: 为揭示砂卵石地层土压平衡盾构典型刀具的磨损特征,指导该地层中盾构刀具的设计、布置等关键问题。采用室内三轴试验及数值离散元软件(EDEM)仿真分析,标定了颗粒-刀具磨损接触参数。依托北京新机场“磁各庄-1号风井”砂卵石盾构工程,构建了砂卵石地层EDEM数值盾构模型,可视化了砂卵石地层土压平衡盾构中典型刀具(楔犁刀、刮刀)的磨损特征,通过实际工程对模型进行了验证。研究表明:①以犁松原状砂卵石土为目的的楔犁刀具是掘进主切削刀具,表现为刀头合金表面以及刃角处连续的摩擦磨损形式,磨损量较大;②以剥落输排为目的刮刀主要表现为刀身迎土面以及刀头合金表面随机的点蚀磨损,磨损量较小;③刀盘径向刀具的磨损量随轨迹半径及刀体高度的增加而增大,同轨迹上高刀的磨损系数高于低刀,高刀对低刀的磨损有保护作用;刀盘径向刀具和环向刀具的“梯次化”布置可延长盾构单次连续掘进距离。
    Abstract: In order to reveal the wear characteristics of typical EPB shield cutters in sand–pebble strata and guide the design and layout of shield cutters in the strata, the particle-cutter wear contact parameters are calibrated through the indoor triaxial tests and discrete element software simulation analysis of EDEM. An EDEM numerical shield model for the sand–pebble strata is established based on the Beijing New Airport Line section from Cigezhuang station to No.1 air shaft in the sand–pebble strata. The wear characteristics of typical rippers and scrapers during soil pressure balance shield tunneling in the sand–pebble strata are visualized, and the model is verified through an actual project. The research results show that: (1) The rippers for plowing loosely the undisturbed soils are the essential cutting tools with an excessive wear, and the manifestation is continuous friction and wear on the alloy surface of the cutting head and at the blade edge. (2) The scraper for the purpose of stripping and discharging is mainly characterized by random pitting wear on the soil surface of the blade body and the alloy surface of the blade head, and the wear amount is small. (3) The wear amount of the radial cutter of the cutterhead increases with the increase of the radius of the trajectory and the height of the cutter body. The wear coefficient of the high cutter is higher than that of the low cutter on the same trajectory, and the high cutter has a protective effect on the wear of the low cutter. The gradient arrangement of cutters can extend the single continuous excavation distance and improve the efficiency of shield tunneling in the sand-pebble strata.
  • 图  1   砂卵石颗粒级配曲线

    Figure  1.   Grain-size distribution curve of sand and gravel particles

    图  2   试样破坏特征

    Figure  2.   Failure characteristics of specimen

    图  3   数值三轴试验

    Figure  3.   Numerical triaxial shear tests

    图  4   试样应力-应变曲线

    Figure  4.   Stress-strain curves of specimen

    图  5   Archard磨损模型原理

    Figure  5.   Principle of Archard wear model

    图  6   卵石颗粒模型

    Figure  6.   Model for pebble particle

    图  7   颗粒床及压缩力示意

    Figure  7.   Schematic diagram of particle bed and compression force

    图  8   刀具配置模式示意

    Figure  8.   Schematic diagram of tool configuration mode

    图  9   辐条式刀盘模型

    Figure  9.   Model for spoke type cutter head

    图  10   盾构EDEM数值计算模型

    Figure  10.   Numerical model for EDEM shield tunnelling model

    图  11   楔犁刀磨损量随开挖轨长变化情况

    Figure  11.   Relationship between wear value of ripper and length of.cutting trace

    图  12   楔犁刀磨损特征

    Figure  12.   Wear characteristics of ripper

    图  13   刮刀磨损特征

    Figure  13.   Wear characteristics of scraper

    图  14   径向楔犁刀磨损特征

    Figure  14.   Wear characteristics of radial rippers

    图  15   环向楔犁刀磨损特征

    Figure  15.   Wear characteristics of circumferential rippers

    图  16   楔犁刀及刮刀磨损实例详图

    Figure  16.   Example of actual wear of ripper and scraper

    图  17   优化后的楔犁刀及刮刀设计图

    Figure  17.   Design diagram of optimized ripper and scraper

    图  18   同轨迹高低楔犁刀磨损情况对比

    Figure  18.   Comparison of wear conditions of high and low rippers on same trajectory

    表  1   各粒径颗粒占比

    Table  1   Proportion of soil with different particle sizes

    粒径/mm 60~120 40~60 20~40 < 20
    质量百分比/% 6.9 11.6 24.4 57.1
    下载: 导出CSV

    表  2   接触参数

    Table  2   Contact parameters

    接触部位 参数
    静摩擦系数 滚动摩擦系数 恢复系数
    颗粒-加载盘 0.7 0.001 0.25
    颗粒-边界墙 0.7 0.001 0.25
    颗粒间 0.8 0.04 0.75
    下载: 导出CSV

    表  3   材料参数

    Table  3   Material parameters

    接触部位 参数
    剪切模量/Pa 密度/(kg·m-3) 泊松比
    盾构机 7.9×1010 7800 0.25
    边界墙 7.9×1010 7800 0.25
    卵石颗粒 1.12×107 2200 0.27
    下载: 导出CSV

    表  4   盾构掘进参数

    Table  4   Parameters of shield tunneling

    刀盘直径/
    m
    掘进速度/
    (m·s-1)
    刀盘转速/
    rpm
    螺旋输送机转速/
    rpm
    9.0 1.33×10-3 2.8 5.5
    下载: 导出CSV
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出版历程
  • 收稿日期:  2023-07-30
  • 网络出版日期:  2024-03-24
  • 刊出日期:  2024-09-30

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