Installation plan of diametrical pipeline within the existing circular trunk line was officially announced in 2002 as ‘Central Trunk Line’;- gas transmission of 23.1 km length linking from the Tokyo Bay side to the opposite side of the circle. Main feature of this line is that the pipes of 610mm outside diameter, 7MPa MAOP and of Grade 552 (X80) equivalent material is to be installed within a tunneling shield all along the route to avoid unnecessary negotiation with road authorities and adjacent inhabitants. The 2m diameter tunnel will be excavated 40m under ground surface in average, 60m in the deepest. The construction started last autumn and will not be completed until the year 2009. This paper refers to be design concept and outline of the narrow and long tunnelling and piping techniques utilized to reduce the construction costs.
Skip Nav Destination
2004 International Pipeline Conference
October 4–8, 2004
Calgary, Alberta, Canada
Conference Sponsors:
- International Petroleum Technology Institute
ISBN:
0-7918-4176-6
PROCEEDINGS PAPER
High Pressure Pipeline Project Within a Long and Deep Tunnelling Shield in Urban Area
Ryo Maeda,
Ryo Maeda
Tokyo Gas Company, Ltd., Tokyo, Japan
Search for other works by this author on:
Takehiko Yaguchi,
Takehiko Yaguchi
Tokyo Gas Company, Ltd., Tokyo, Japan
Search for other works by this author on:
Hideya Yamaguchi,
Hideya Yamaguchi
Tokyo Gas Company, Ltd., Tokyo, Japan
Search for other works by this author on:
Yukichi Yanagi
Yukichi Yanagi
Tokyo Gas Company, Ltd., Tokyo, Japan
Search for other works by this author on:
Ryo Maeda
Tokyo Gas Company, Ltd., Tokyo, Japan
Takehiko Yaguchi
Tokyo Gas Company, Ltd., Tokyo, Japan
Hideya Yamaguchi
Tokyo Gas Company, Ltd., Tokyo, Japan
Yukichi Yanagi
Tokyo Gas Company, Ltd., Tokyo, Japan
Paper No:
IPC2004-0319, pp. 337-343; 7 pages
Published Online:
December 4, 2008
Citation
Maeda, R, Yaguchi, T, Yamaguchi, H, & Yanagi, Y. "High Pressure Pipeline Project Within a Long and Deep Tunnelling Shield in Urban Area." Proceedings of the 2004 International Pipeline Conference. 2004 International Pipeline Conference, Volumes 1, 2, and 3. Calgary, Alberta, Canada. October 4–8, 2004. pp. 337-343. ASME. https://doi.org/10.1115/IPC2004-0319
Download citation file:
6
Views
Related Proceedings Papers
Related Articles
Developing Innovative Deep Water Pipeline Construction Techniques with Physical Models
J. Offshore Mech. Arct. Eng (February,2007)
Risk Analysis for the Urban Buried Gas Pipeline With Fuzzy Comprehensive Assessment Method
J. Pressure Vessel Technol (April,2012)
Small Diameter Remote Field Eddy Current Inspection for Unpiggable Pipelines
J. Pressure Vessel Technol (August,2005)
Related Chapters
Better Risk Management for Underground Pipelines and Tunnels Using Sound Geotechnical Interpretation
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
CORRELATION OF SINGLE-RUN ILI IMU BENDING STRAIN FEATURES TO GEOHAZARD LOCATIONS
Pipeline Integrity Management Under Geohazard Conditions (PIMG)
Part 2, Section II—Materials and Specifications
Companion Guide to the ASME Boiler & Pressure Vessel Code, Volume 1, Second Edition