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隧道建设(中英文) ›› 2025, Vol. 45 ›› Issue (S2): 371-379.DOI: 10.3973/j.issn.2096-4498.2025.S2.034

• 施工机械 • 上一篇    下一篇

盾构刀盘用新型可拆卸吊耳设计与分析

李凯凯, 代顺义*, 袁文征, 吴浩, 张鹏豪, 翟聪   

  1. (中铁工程装备集团有限公司, 河南 郑州 450016)
  • 出版日期:2025-12-20 发布日期:2025-12-20
  • 作者简介:李凯凯(1992—),男,河南商丘人,2019年毕业于西安科技大学,机械工程专业,硕士,工程师,现从事隧道掘进机设计研发工作。E-mail: likaikai@crectbm.com。*通信作者: 代顺义, E-mail: 1260308153@qq.com。

Design and Analysis of New Detachable Lifting Lug Used in Cutterhead of Shield

LI Kaikai, DAI Shunyi*, YUAN Wenzheng, WU Hao, ZHANG Penghao, ZHAI Cong   

  1. (China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016, Henan, China)
  • Online:2025-12-20 Published:2025-12-20

摘要: 为解决传统盾构刀盘焊接式吊耳存在的效率低、劳动量大、成本高、污染环境等问题,通过分析刀盘生产、下井和出洞时的吊装作业工序以及自身的结构特点,研发一种无需焊接的新型可拆卸吊耳。根据6~7 m级常规软土刀盘的实际尺寸,设计新型吊耳的关键参数。通过对刀盘竖吊和平吊工况下的受力分析,建立新型吊耳的简化力学模型,并计算结构强度,得出竖吊工况下各危险截面的应力均小于50 MPa,平吊工况下最大应力约为87 MPa; 通过ANSYS仿真软件分析新型吊耳在刀盘各吊装工况下的应力分布,得出除应力集中点附近的小范围区域外,其余各处应力均小于80 MPa。力学计算和仿真分析结果均表明,新型可拆卸吊耳在各吊装工况下的应力明显小于材料的许用应力,即结构强度能够满足刀盘吊装作业的需要。该成果已在上海硬X射线项目得到成功应用,在工地始发前拆卸吊耳的过程仅耗时约1 h,相比传统焊接式吊耳耗时2~4 d,工作效率明显提高,而且免去了传统焊接式吊耳所需要的焊接、探伤、刨削和打磨等工作,大大降低了施工成本。

关键词: 盾构刀盘, 可拆卸吊耳, 仿真分析, 吊装作业

Abstract: Traditional welded lifting lugs in shield cutterhead have various disadvantages such as inefficiency, high labor intensity, elevated costs, and environmental pollution. Therefore, a novel type of detachable lifting lug was designed and developed based on the lifting operations during cutterhead production, installation, and removal, as well as its structural characteristics. Primary parameters of this lifting lug are designed based on the actual dimensions of conventional 6-7-m soft soil cutterheads. Through mechanical analysis of the cutterhead under vertical and horizontal lifting conditions, a simplified mechanical model for this lifting lug is established. Structural strength calculations indicate that the stress at all critical sections remains below 50 MPa during vertical lifting, with the maximum stress reaching approximately 87 MPa in horizontal lifting scenarios. ANSYS simulation software further analyzes stress distribution during various lifting scenarios, revealing that stresses excluding localized areas near stress concentration points are below 80 MPa. Mechanical calculations and simulations demonstrate that stresses on the novel detachable lug under all lifting conditions are substantially lower than the material′s allowable stress, confirming its structural adequacy for cutterhead lifting. This innovation is successfully applied in Shanghai′s hard X-ray project. On-site removal of the lugs before shield launch takes merely 1 hour, while traditional welded lugs take 2-4 days. The novel detachable lifting lugs avoid welding, damage detection, cutting, and polishing of the traditional welded lugs. This result in markedly construction efficiency and lower cost.

Key words: shield cutterhead, detachable lifting lug, simulation analysis, lifting operation