Disc Cutter Consumptions Prediction on Applying Shield TBM at the Han Riverbed Tunnel

한강하저터널의 쉴드TBM 적용시 디스크 커터 소모량 예측과 소모량

  • Choi, Jung-Myung (Boondang Railway Riverbed Tunnel Construction, DEAWOO E&C) ;
  • Jung, Hyuk-Sang (Dept. of Civil & Environmental Eng., Hanyang Univ.) ;
  • Chun, Byung-Sik (Dept. of Civil & Environmental Eng., Hanyang Univ.) ;
  • Lee, Yong-Joo (School of Civil Engineering, Seoul National Univ. of Technology)
  • 최정명 ((주)대우건설 분당선하저터널현장) ;
  • 정혁상 (한양대학교 일반대학원 건설환경공학과) ;
  • 천병식 (한양대학교 건설환경공학과) ;
  • 이용주 (국립서울산업대 건설공학부)
  • Published : 2010.03.25

Abstract

This study was conducted to estimate the number of disc cutter consumption and to predict amount of disc cutters when a shield TBM(Tunnel Boring Machine) of the Han Riverbed Tunnel was applied. In fact, it is almost impossible to change the machine after starting the excavation using the shield TBM method. Therefore, it is important to design an appropriate equipment in the shield method - an efficiency choice of the operation equipment plays a key role in the shield tunnel processing. For the above reason, the disc cutter consumption prediction is quite important so that the detailed analysis is required. A number of disc cutter consumption was predicted by the three methods, viz. KOMATSU, MITSUBISHI and NTNU. In addition, the predicted results were compared with field data. The prediction of disc cutter consumption showed that 237 for KOMATSU, 501 for MITSUBISHI, and 634 for NTNU, respectively. However, a total number of 1,263 disc cutter consumption were investigated during the tunnel construction. It was found that there was a huge difference between the predicted and real values of the disc cutter consumption. The more detailed investigation showed that the disc cutter was worn out bluntly in the northbound tunnel, meanwhile it was worn out sharply in the southbound tunnel. In particular, the disc cutter consumption in the southbound tunnel was increased rapidly because of rear abrasion for remaining mucks in the chamber.

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