Journal of the Society of Disaster Information (한국재난정보학회 논문집)

The Korean Society of Disaster Information (한국재난정보학회)
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Analysis of Standard Cost and the Construction Period Applied TBM Excavation Method

TBM 굴착 공법 적용 구경별 표준 공사비 및 공사기간 분석 연구

  • Park, Hong Tae (Department of Civil Engineering, Kongju National University)
  • Published : 2012.12.30
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Abstract

This research collected work drilling report of TBM method site developed by WRITH company to TBM equipment company in Germany and analyzed work operating productivity. Based the data analyzed TBM operating productivity, This research derived and presented excavation speed(m/day) by TBM diameter (2.6m, 3.0m, 3.5m, 5.0m, 8.0m) and rock. Also, based on the excavation speed(m/day) by TBM diameter, This research estimated a day direct construction cost and total direct construction costs by applying a direct construction cost which spent on per 1m. Based on hard rock 40.0%, soft rock 30.0%, usually rock 20%, weathered rock 10.0%, TBM boring velocity, m per cost, total construction period shall estimate the construction cost and the construction period by the effective use by diameter when future applying TBM method to the basic planning stages and in the preliminary design phase.

본 연구는 대표적인 TMB 장비 회사인 독일 WRITH사에서 개발한 TMB 공법 적용 현장의 굴진보고서를 수집하여 작업운영 생산성을 분석하였다. 그리고 분석된 자료를 근거로 구경별(2.6m, 3.0m, 3.5m, 5.0m, 8.0m) 월굴진속도(m/월)를 도출하였다. 또한, 도출된 구경별 월 굴진속도를 근거로 독일의 WRITH사에서 구경별로 제시한 1m당 굴진에 소요되는 공사비 와 총공사기간을 산출하였다. 경암 40.0%, 연암 30.0%, 보통암 20%, 풍화암 10.0%로 구성된 암질을 기준으로 구경별로 도출된 월굴진속도, m당 공사비, 총공사기간은 향후 TBM 공법 적용시 기본계획단계와 기본설계단계에서 구경별 공사기간 및 공사비를 추정하는데 효과적인 활용 자료가 될 것으로 사료된다.

Keywords

References

  1. Civil Engineering (1998). Case Studies of Japanese Mountain Tunnel Construction. pp.69-88.
  2. Dohwal Design Company (2000). Ulsan Industrial Water Project Design Report. pp.19-21.
  3. Dawid Marin. (1998). Proven TBM's Turn Power up in Norway Tunneling. pp.13-17.
  4. Lee, Y.-I. (1997). "Case law on the TBM tunnel excavation." Korea Journal of the Tunnel, Vol.10, pp.27-38.
  5. Park, Y.-O. (1998). "Case law on the TBM tunnel at hard rock." Korea Journal of Geotechnical Engineering, Vol.12, pp.57-67.
  6. Park, H.-T., Soung, Y.-S. (2010). "A study on efficiency improvement through productivity analysis based on TBM operation data." Journal of the Society of Civil Engineers, Vol.30-1, pp.71-77.
  7. Nishida, T., Matsumura, Y. (1993). Rock Mechnical Viewpoint on Excavation of Pressure Tunnel by TBM. pp.44-45.
  8. Ultra Construction (2010). TBM Tunnel Excavation Process of Technological Innovation. pp.1-55.
  9. Ultra Construction (1993). Tunnel Boring Machine Method. pp.1-68.