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.
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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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Copyright © 1990 ASCE.
History
Published online: Mar 1, 1990
Published in print: Mar 1990
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