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CIVILS BROCHURE

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Lifting Central Bridge Spans<br />

CASE STUDY<br />

Olympic Park Transformation<br />

Project, UK<br />

OVERVIEW: As part of the Olympic Park<br />

transformation, ALE completed the first bridge and<br />

portal removal for this project.<br />

SERVICES REQUIRED: The Gottwald AK912-1 fitted<br />

with a 77m Maxi Boom and 400t Maxi Lift Ballast<br />

removed the T12 bridge, which was the main link<br />

between the Stratford coach park and drop off<br />

point into the Olympic Park.<br />

The bridge and portals were removed on three<br />

consecutive days. ALE engineered a solution to<br />

allow the portals, which were erected in three<br />

sections, to be removed as one piece using the<br />

AK912-1.<br />

TILTING OF<br />

BRIDGE ARCHES<br />

CASE STUDY<br />

Tilting of arches for<br />

the viaduct over the<br />

Tera River, Spain.<br />

OVERVIEW: ALE has completed the<br />

tilting of two steel semi-arches, P2 and<br />

P3, for the viaduct over the Tera River<br />

in Zamora, Spain.<br />

SERVICES REQUIRED: P2, which formed<br />

part of the bridge’s central deck section,<br />

weighed 303t and measured 84m in<br />

length. P3 weighed 272t and measured<br />

81m in length. In order to perform the<br />

tilting, two hydraulic units of 500t each<br />

were used per semi-arch, along with<br />

a pair of auxiliary telescopic jacks to<br />

start the operation and to break the<br />

initial arches’ balance.<br />

Four double effect jacks, of 300t<br />

and 150mm stroke, were installed at<br />

each swivel base of the two semi-arches.<br />

This was carried out to set the<br />

longitudinal movements of the arches in<br />

order to carry out the final adjustment.<br />

Together, we are Smarter, Safer, Stronger<br />

35

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