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Author:

Wu, Fan (Wu, Fan.) | Yin, Li-Jun (Yin, Li-Jun.) | Zhang, Hao (Zhang, Hao.) | Gong, Qiu-Ming (Gong, Qiu-Ming.) (Scholars:龚秋明)

Indexed by:

EI PKU CSCD

Abstract:

With the development of tunnel construction, the inserted-tooth roller cutter has been widely used for many types of excavation machines, including tunnel boring machines, raised drills, roadheaders, etc. Thus, it is significant to study the rock fragmentation mechanism and efficiency under the inserted-tooth roller cutter for improving mechanical excavation efficiency. For this issue, rotary cutting tests for the inserted-tooth roller cutter with diameter of 12 inches were conducted using the mechanical rock fragmentation platform of Beijing University of Technology. The rock sample used in the rotary cutting test was Beishan granite with dimensions 1000 mm × 1000 mm × 600 mm. A series of rotary cutting tests for the different rows of teeth and the whole cutter were conducted under different penetration depths. During the rotary cutting tests, the cutting force, rock chips, and rock fragmentation efficiency were measured collected and analyzed. Moreover, the distribution characteristics of cracks induced by the cutters were explored by fluorescence experiment to verify the rock fragmentation mechanism. The main conclusions can be summarized as follows. The mode of rock fragmentation by inserted-tooth roller cutter in a 'progressive' way, in which rock breakage propagated from the adjacent single spherical tooth with small spacing to adjacent rows of teeth with large spacing; For the tests on different rows of teeth, the rock fragmentation efficiency of the third row is the highest. For the test of the whole cutter, the rock fragmentation is highest with penetration depth of 1.5 mm; Based on the results of the fluorescence experiment, the distribution characteristics of the cracks induced by the cutter were identified, and there are obvious differences in the propagation direction and range of cracks under each row of teeth. The rock fragmentation efficiency obtained from crack distribution coincided with the analysis of cutter force and rock chips. The conclusions of this study can offer some guidance for the optimization of cutter layout, cutter type, and operating parameters of excavation machines. © 2018, Editorial Department of China Journal of Highway and Transport. All right reserved.

Keyword:

Rocks Cutting Rock bursts Fluorescence Cutting tools Rollers (machine components) Construction equipment Cracks Excavation Excavators Efficiency Tunnels Boring machines (machine tools)

Author Community:

  • [ 1 ] [Wu, Fan]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Yin, Li-Jun]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhang, Hao]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zhang, Hao]Hainan Transportation Engineering Construction Bureau, Haikou; Hainan; 570100, China
  • [ 5 ] [Gong, Qiu-Ming]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China

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Source :

China Journal of Highway and Transport

ISSN: 1001-7372

Year: 2018

Issue: 10

Volume: 31

Page: 150-159

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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