TECHNICAL PAPERS
Feb 1, 2000

Thrust and Guide Devices for Launched Bridges

Publication: Journal of Bridge Engineering
Volume 5, Issue 1

Abstract

Incremental launching is a competitive construction method for medium-span (40–65 m) prestressed concrete bridges. It does not constrain the length and width of the superstructure, and bridges longer than 1 km and wider than 20 m have been successfully launched. This method is hardly constrained by the bridge layout, as varying plan curvatures can be solved by shifting launch supports and varying vertical curvatures by shimming the bottom edges of the superstructure. The launch of a prestressed concrete bridge involves enormous forces and requires the guide and control of big volumes. The devices used for this purpose are described along with their design criteria and optimum fields of utilization, and several suggestions derived from many years of launching practice are given.

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References

1.
Rosignoli, M. (1997). “Solution of the continuous beam in launched bridges.” Proc., Instn. Civ. Engrs., London, 122(4), 390–398.
2.
Rosignoli, M. (1998a). “Serio River Bridge: Creep and incremental launch.” Proc., Instn. Civ. Engrs., London, 128(1), 1–11.
3.
Rosignoli, M. (1998b). “Nose-deck interaction in launched prestressed concrete bridges.”J. Bridge Engrg., ASCE, 3(1), 21–27.
4.
Rosignoli, M. (1998c). . “Launched bridges.” Prestressed concrete bridges built on the ground and launched into their final position, ASCE, Reston, Va.
5.
Rosignoli, M. (1998d). “Site restrictions challenge bridge design.” Concrete Int., in press.
6.
Rosignoli, M. (1998e). “Misplacement of launching bearings in PC launched bridges.”J. Bridge Engrg., ASCE, 3(4), 170–176.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 5Issue 1February 2000
Pages: 75 - 83

History

Received: May 18, 1998
Published online: Feb 1, 2000
Published in print: Feb 2000

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Authors

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Marco Rosignoli
Consulting Engr., Via Ravà 15, 43100 Parma, Italy.

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