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(사)한국터널지하공간학회

ISSN : 2233-8292

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Vol.17 No.4
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Refurbishment of a 3.6 m earth-pressure balanced shield TBM with a domestic cutterhead and its field verification

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2015, v.17 no.4, pp.457-471






& (2015). Refurbishment of a 3.6 m earth-pressure balanced shield TBM with a domestic cutterhead and its field verification. (사)한국터널지하공간학회, 17(4), 457-471.
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Abstract

A domestic cutterhead with the diameter of 3.6 m was designed and manufactured in this study. Then, it was attached to an existing earth-pressure balanced shield TBM to excavate a cable tunnel with the length of 1,275 m. Especially, the procedures for TBM cutterhead design and its corresponding performance prediction were also summarized. From field data analyses of the refurbished shield TBM, its maximum advance rate was recorded as 14.4 m/day. Penetration depths of disc cutters were found to be approximately 4 mm/rev, which is equal to the maximum penetration depth designed for the strongest rock strength condition in the target tunnel. Every TBM operating thrust and cutter normal force during TBM driving was much smaller than their corresponding maximum capacities. When cutter acting forces recorded in the field were analyzed, their prediction errors by the CSM model were very high for weak rock conditions. In addition, rock strength showed very close relationships with cutter normal force and penetration depth.

keywords
TBM, 커터헤드, 재활용, 디스크커터, 굴진율, 굴진성능, TBM, Cutterhead, Refurbishment, Disc cutter, Advance rate, Excavation performance

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