You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
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