Author:
Zhao Jia Li,Zhu Xian Yong,Zhang Hui,Xu Hua Liang,Yang Song,Wu Peng,You Xiang Mi
Abstract
AbstractDisc cutters are essential for full-section hard-rock tunnel boring machines. The performance of these devices directly affects tunnel engineering costs and duration. This paper proposes a sinusoidal variable cross-section (VCS) cutter ring and design method and establishes a digital model. Rock-like materials are simulated with a finite element model, and the model validity is verified via rock simulation mechanics tests. A disc cutter rolling rock simulation model for a linear cutting machine is also established, and simulation tests are performed for single- and three-cutter rolling using sinusoidal VCSs and constant cross-section (CCS) cutter models, respectively. The stress and energy changes for the cutters and rock-like material damage area were compared via simulation, confirming that some sinusoidal VCS cutter rings do less work on rock-like materials and cause larger crushing areas under the same engineering parameters; therefore, these cutter rings have smaller specific energies. The sinusoidal VCS cutter ring performance is 7% greater than that of CCS on average under single-cutter simulation, and the intermediate cutter performance of the intermediate cutter is 9% greater than that of CCS on average under three-cutter simulation. Thus, sinusoidal VCS cutter rings offer improved rock damage performance, and further research and application of this technology will improve the working efficiency of tunnel boring machines.
Funder
Science and Technology Development Projects of Changchun
Science and Technology Development Projects of Jilin Province
Technology Innovation and Application Development Projects of Chongqing
Publisher
Springer Science and Business Media LLC
Reference39 articles.
1. Geng, Q., Wei, Z., Meng, H., Macias, F. J. & Bruland, A. Free-face-assisted rock breaking method based on the multistage tunnel boring machine (TBM) cutterhead. Rock Mech. Rock Eng. 49(11), 4459–4472. https://doi.org/10.1007/s00603-016-1053-6 (2016).
2. Liu, J., Cao, P. & Han, D. The influence of confining stress on optimum spacing of TBM cutters for cutting granite. Int. J. Rock Mech. Min. Sci. 88, 165–174. https://doi.org/10.1016/j.ijrmms.2016.07.017 (2016).
3. Zheng, Y. L., Zhang, Q. B. & Zhao, J. Challenges and opportunities of using tunnel boring machines in mining. Tunn. Undergr. Space Technol. 57, 287–299. https://doi.org/10.1016/j.tust.2016.01.023 (2016).
4. Rostami, J. Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushed zone pressure. Colorado School of Mines (1997).
5. Bruland, A. Hard Rock Tunnel Boring: Advance Rate and Cutter Wear. Norwegian Institute of Technology (NTNU), Trondheim, Norway (1999).