砂卵石地层盾构均匀磨损刀盘刀具设计方法研究 English Version
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.
-
期刊类型引用(14)
1. 汤连生，杜继杰，黄家宁，陈洋，程子华，丁威涯. 钢架-土工材料系统预加固流塑土力学机理及参数敏感性分析. 水文地质工程地质. 2025(02): 85-93 . 
百度学术
2. 胡庭婷. 粉煤灰回填双层结构地基建筑极限承载力计算. 粉煤灰综合利用. 2024(06): 54-58 . 百度学术
3. 于旭光，田汉儒. 基于幂强化-理想塑性模型的深埋圆形水工衬砌隧洞弹塑性解. 特种结构. 2023(01): 29-37 . 百度学术
4. 纪加强，曹雪叶，兰永强. 基于三剪应力统一强度理论的条形地基承载力计算. 延安大学学报(自然科学版). 2023(01): 57-62 . 百度学术
5. 尚阳光，杨自友，高鹏，张煜. 非等压圆形巷道围岩塑性分析. 四川轻化工大学学报(自然科学版). 2023(06): 81-88 . 百度学术
6. 马甲宽，罗丽娟，任翔，时航，尹怡墨. 基于统一强度理论的螺纹桩承载力计算方法. 上海交通大学学报. 2022(06): 754-763 . 百度学术
7. 于旭光. 基于对数应变考虑渗流影响的软弱围岩圆形隧洞弹塑性解. 隧道建设(中英文). 2022(07): 1227-1238 . 百度学术
8. 何利超，陆旭旭，赵新铭，姜波，潘建伍. 淤泥质土堤防边坡稳定性硬壳层作用效应分析. 港工技术. 2022(05): 30-35+58 . 百度学术
9. 胡君. 基于分层总和法的建筑岩土工程勘察地基承载力分析. 城市建筑. 2022(20): 138-140 . 百度学术
10. 罗宇霖，李雪宇，刘启，文武飞. 硬壳层软土地基应力分布研究. 四川建筑. 2022(06): 157-160 . 百度学术
11. 于旭光，毕南妮，杨海林. 考虑渗流、应变软化和扩容的巷道围岩三剪应力统一强度理论解. 特种结构. 2021(02): 11-20+33 . 百度学术
12. 高江平，杨继强，孙昕. 考虑双剪中主应力影响系数的D-P系列屈服准则研究. 岩石力学与工程学报. 2021(06): 1081-1091 . 百度学术
13. 于旭光，郑宏. 考虑渗流影响的幂强化-理想塑性模型圆形隧洞围岩弹塑性新解. 长江科学院院报. 2021(07): 102-108+114 . 百度学术
14. 杨继强，孙昕，崔向东. 基于双剪统一强度理论的地基承载力计算方法研究. 岩石力学与工程学报. 2021(09): 1923-1932 . 百度学术
其他类型引用(9)
计量
- 文章访问数: 0
- HTML全文浏览量: 0
- PDF下载量: 0
- 被引次数: 23
下载:
