This article does not cite any references or sources. Please help improve this article by adding citations to reliable sources. Unsourced material may be challenged and removed. (December 2009)

Box girder bridge

Underneath the No. 2 Road Bridge in Canada
Ancestor	Tubular bridge
Related	jetway, skyway
Descendant	Cable stayed bridge, segmental bridge, viaduct
Carries	Pedestrians, automobiles, trucks, light rail, heavy rail
Span range	Medium
Material	Steel, reinforced concrete, prestressed concrete
Movable	Possible
Design effort	High
Falsework required	Yes, if cast-in-place reinforced or prestressed concrete is used, which is typical for freeway overpasses

A box girder bridge is a bridge in which the main beams comprise girders in the shape of a hollow box. The box girder normally comprises either prestressed concrete, structural steel, or a composite of steel and reinforced concrete. The box is typically rectangular or trapezoidal in cross-section. Box girder bridges are commonly used for highway flyovers and for modern elevated structures of light rail transport. Although normally the box girder bridge is a form of beam bridge, box girders may also be used on cable-stayed bridges and other forms.

[edit] Advantages and disadvantages

Compared to I-beam girders, box girders have a number of key advantages and disadvantages. Box girders offer better resistance to torsion, which is particularly of benefit if the bridge deck is curved in plan. Additionally, larger girders can be constructed, because the presence of two webs allows wider and hence stronger flanges to be used. This in turn allows longer spans. On the other hand, box girders are more expensive to fabricate, and they are more difficult to maintain, because of the need for access to a confined space inside the box.

[edit] Construction

If made of concrete, box girder bridges may be cast in place using falsework supports, removed after completion, or in sections if a segmental bridge. Box girders may also be prefabricated in a fabrication yard, then transported and emplaced using cranes.

For steel box girders, the girders are normally fabricated off site and lifted into place by crane, with sections connected by bolting or welding. If a composite concrete bridge deck is used, it is often cast in-place using temporary falsework supported by the steel girder.

Either form of bridge may also be installed using the technique of incremental launching.

[edit] Development of steel box girders

The key events in the development of the steel box girder bridge were three serious disasters, when new bridges collapsed in 1970 (West Gate Bridge and Cleddau Bridge) and 1971 (Koblenz Bridge). Fifty-one people were killed in these failures, leading to the formation of the Merrison Committee and considerable investment in new research into steel box girder behaviour.

Single box girder bridge (concrete), Australia. A similar bridge on this river was fabricated ashore and pushed across its pylons

Single box girder bridge (steel), flyover above eastern approach of the San Francisco – Oakland Bay Bridge. The traffic could only be rerouted for a few hours during the night, so this entire segment was prefabricated nearby, brought in on specialized trucks, and placed on its pylons using large cranes. Note numerous bolts used to fasten the segments together, required as this is designed to survive a nearby 8.5 magnitude earthquake without damage and it is also founded upon poor quality soils that tend to induce intense ground motion

Erskine Bridge, near Glasgow.

Wikimedia Commons has media related to: Box girder bridges