岩土力学 ›› 2025, Vol. 46 ›› Issue (9): 2995-3006.doi: 10.16285/j.rsm.2024.00557CSTR: 32223.14.j.rsm.2024.00557

• 数值分析 • 上一篇    

基于试验和数值模拟的滚刀旋转破岩受力和效率研究

张弛1,邓龙传2,庄欠伟1,李晓昭3,王秋平1,乔梁2   

  1. 1. 上海城建隧道装备有限公司,上海 200137;2. 南京大学 地球科学与工程学院,江苏 南京 210023; 3. 中国矿业大学 深地工程智能建造与健康运维全国重点实验室,江苏 徐州 221116
  • 收稿日期:2024-09-09 接受日期:2025-03-03 出版日期:2025-09-10 发布日期:2025-09-05
  • 通讯作者: 邓龙传,男,1996年生,博士研究生,主要从事岩机相互作用研究。E-mail: dlcnju@163.com
  • 作者简介:张弛,男,1989年生,硕士研究生,高级工程师,主要从事隧道工程设计和试验。E-mail: zhangchi@stecmc.com
  • 基金资助:
    上海市青年科技启明星计划资助(No.22QB1401900)。

Experimental and numerical investigations on rotary rock-breaking force and efficiency of disc cutter

ZHANG Chi1, DENG Long-chuan2, ZHUANG Qian-wei1, LI Xiao-zhao3, WANG Qiu-ping1, QIAO Liang2   

  1. 1. Shanghai Urban Construction Tunneling Equipment Co., Ltd., Shanghai 200137, China; 2. School of Earth Sciences and Engineering, Nanjing University, Nanjing, Jiangsu 210023, China; 3. State Key Laboratory of Intelligent Construction and Healthy Operation & Maintenance of Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
  • Received:2024-09-09 Accepted:2025-03-03 Online:2025-09-10 Published:2025-09-05
  • Supported by:
    This work was supported by the Shanghai Science and Technology Development Funds (22QB1401900).

摘要: 提高滚刀破岩效率和减轻磨损始终是硬岩掘进中一项具有挑战性的任务,因此在实际工程之前关键是确定最佳掘进参数。模型试验对于分析滚刀荷载性能至关重要,采用了新型全尺寸旋转破岩平台以研究滚刀受力特征并获得最佳掘进参数。此外,采用了有限元法来深化试验分析并提出新见解。基于模型试验初步揭示了滚刀破岩受力和效率随切削深度和切削半径的变化:确定了100 mm刀间距的最佳切削深度为6 mm;随着切削深度增加,岩渣累计百分比先减小后增大;根据滚刀侵入过程的裂纹扩展特征证明了有限元数值模型的准确性,法向滚刀破岩性能数值结果与模型试验结果一致。试验结果为优化刀盘布局和减少滚刀磨损提供了数据支撑。

关键词: 旋转切削平台, 滚刀, 有限元法, 破岩效率, 机械开挖

Abstract: Improving tunnelling efficiency and reducing cutter wear are challenging objectives when tunnelling in hard rocks, determining optimal cutting parameters is crucial for practical projects. Laboratory tests are essential for understanding the load performance of disc cutters. In this study, a novel full-scale rotational cutting platform is employed to investigate cutting force characteristics and determine optimal cutting parameters. Additionally, the finite element method is applied to enhance experimental analysis and provide new insights. Based on experimental results, the variations in cutting forces and rock-breaking efficiency with cutting depth and installation radius are identified. Subsequently, an optimal cutting depth of 6 mm is determined at a cutter spacing of 100 mm. The distribution of rock chips is analyzed using an indicator of cumulative percentage below a given grain size, which decreases and then increases with increasing cutting depth for any cutting radius. The numerical model is validated as reliable based on crack development caused by disc cutter intrusion. The numerical results for disc cutter rock-breaking performance are consistent with experimental findings. The findings provide valuable data for optimizing cutterhead layout and reducing cutter wear.

Key words: rotational cutting platform, disc cutter, finite element method, rock-breaking efficiency, mechanical excavation

中图分类号: TU452
[1] 张宪成, 池宝涛, 于先泽, 郭前建, 袁伟, 张耀明, . 面向近场有限元法的非结构网格划分及其断裂损伤分析[J]. 岩土力学, 2025, 46(S1): 467-476.
[2] 陈灯红, 张心瀚, 刘云辉, 胡昊文, 刘云龙, 梁羽翔, . 基于八叉树比例边界有限元法的高拱坝-不规则地基-库水系统非线性地震响应分析[J]. 岩土力学, 2025, 46(8): 2586-2599.
[3] 张瑨, 李书恒, 朱其志, 石玲玲, 邵建富, . 基于深度学习的岩石短长期本构模型及灰砂岩变形预测[J]. 岩土力学, 2025, 46(1): 289-302.
[4] 周建, 尚肖楠, 刘福深, 沈君逸, 廖星川, . 倾斜临空面下隧道掘进机滚刀贯入破岩研究[J]. 岩土力学, 2024, 45(S1): 705-714.
[5] 潘泓, 许嘉显, 骆冠勇, 彭斯格, 曹洪, . 三维有限元中奇异点源的简化分析方法[J]. 岩土力学, 2024, 45(8): 2483-2491.
[6] 孙锐, 阳军生, 张庆贺, 杨峰, . 基于网格自适应加密策略的隧道稳定性三维极限分析下限有限元法研究[J]. 岩土力学, 2024, 45(4): 1256-1264.
[7] 毛佳, 余健坤, 邵琳玉, 赵兰浩. 三维可变形圆化多面体离散单元法[J]. 岩土力学, 2024, 45(3): 908-916.
[8] 王刚, 邓泽之, 金伟, 张建民, . 潜蚀的局部守恒有限元和有限体积交替解法[J]. 岩土力学, 2024, 45(3): 917-926.
[9] THENDAR Yoshua, LIM Aswin. 考虑地下连续墙接缝的深基坑RFD系统研究[J]. 岩土力学, 2024, 45(12): 3717-3727.
[10] 冯嵩, 郑颖人, 高红, . 岩土常规三轴Drucker-Prager准则[J]. 岩土力学, 2024, 45(10): 2919-2928.
[11] 周建, 尚肖楠, 刘福深, 沈君逸, 廖星川, . 利用近场动力学方法模拟隧道掘进机滚刀三维贯入破岩[J]. 岩土力学, 2023, 44(9): 2732-2743.
[12] 朱彬, 裴华富, 杨庆, 卢萌盟, 王涛, . 基于随机有限元法的波致海床响应概率分析[J]. 岩土力学, 2023, 44(5): 1545-1556.
[13] 李艳朋, 李志远, 胡志强, 林皋, . 基于改进比例边界有限元法的成层场地中峡 谷−地下孔洞体系的散射分析[J]. 岩土力学, 2022, 43(S2): 553-562.
[14] 程建龙, 邹清友, 杨圣奇, 李晓昭, 梁泉, 曲磊, 梅炎, . 水力切缝上方TBM滚刀贯入破坏机制模拟研究[J]. 岩土力学, 2022, 43(8): 2317-2326.
[15] 张魁, 杨长, 陈春雷, 彭赐彩, 刘杰, . 激光辅助TBM盘形滚刀压头侵岩缩尺试验研究[J]. 岩土力学, 2022, 43(1): 87-96.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!