TECHNICAL PAPERS
Mar 1, 1990

Advanced Fabrication and Erection Techniques for Long Suspension Bridge Cables

Publication: Journal of Construction Engineering and Management
Volume 116, Issue 1

Abstract

Various factors in the fabrication and erection of the prefabricated parallel wire strand (PWS) used for most of the Honshu‐Shikoku Bridges in Japan affect the quality and construction period. Several developments in these factors are presented and discussed. In addition, the advanced air spinning (AS) techniques used for the Shimotsui Seto Bridge in this project are also presented.

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References

1.
Jin, H., Okuda, M., and Kajio, M. (1988). “Cable erection on Kita and Minami Bisan‐Sato Bridge.” Honshi Tech. Report, Honshu‐Shikoku Bridge Authority, 43, Tokyo, Japan.
2.
Kadooka, M., et al. (1988). “Cable erection of Shimotsui‐Seto Bridge.” Kobelco Tech. Review, Kobe Steel Ltd., 4, Kobe, Japan, 11–14.
3.
Mitamura, T., et al. (1988). “Cable erection of Minami Bisan‐Seto Bridge.” Kobelco Tech. Review, Kobe Steel Ltd., 4, Kobe, Japan, 7–10.
4.
Mitsushima, N., et al. (1988). “Manufacture of parallel wire strand for long‐span bridge.” Kobelco Tech. Review, Kobe Steel Ltd., 4, Kobe, Japan, 3–6.
5.
Okukawa, A., and Hirahara, N. (1988). “Cable spinning for Shimotsui‐Seto Bridge.” Honshi Tech. Report, Honshu‐Shikoku Bridge Authority, 45, Tokyo, Japan, 7–20.
6.
Togashi, G., et al. (1988). “Honshu‐Chikoku Bridge Project.” JSCE, 70–79.
7.
Uchikawa, C., Dogakinui, M., and Hosokawa, H. (1988). “Cable erection on Minami Bisan‐Seto Bridge.” Quart. Column, Nippon Steel Corp., 107, Tokyo, Japan, 91–97.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 116Issue 1March 1990
Pages: 112 - 129

History

Published online: Mar 1, 1990
Published in print: Mar 1990

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Authors

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Minora Matsuzaki
General Mgr., Second Operation Bureau, Honshu Shikoku Bridge Authority, 4‐3‐20 Toranomon Minato‐ku, Tokyo 105, Japan
Chihiko Uchikawa
General Mgr., Nippon Steel Corp., Bridge Engrg. and Constr. Div., 6‐3 Otemachi 2‐Chome Chiyoda‐ku, Tokyo 100‐71, Japan
Takeshi Mitamura
General Mgr., Bridge Engrg. and Constr. Dept., Kobe Steel Ltd., 4‐2‐8 Iwaya Naka‐Machi Nada Ku Kobe 657, Japan

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