Table of Contents Table of Contents
Previous Page  58 / 72 Next Page
Information
Show Menu
Previous Page 58 / 72 Next Page
Page Background

The viaduct is divided into three distinct

parts: two access roads and one central

section. The central section comprises a

384-metre-long concrete arch span. The

bridge is 996 metres long with a deck fixed

upon a 14-m-wide and 3.10-m-thick stati-

cally indeterminate box section formed by

23 spans.

The construction of the Almonte Viaduct

arch has broken a new world record. Once

completed, the viaduct will become the rai-

lway bridge with the largest reinforced con-

crete arch span worldwide.

“With regard to previous railway projects,

both in Spain and within a European and

global scope, we are exceeding the record

length of what has been built until now by

1.5”, claimed Pedro Cavero, site manager

of the Alcántara-Garrovillas Reservoir Joint

Venture.

This structure will exceed the Dasheg-

guan Bridge in China by 336 metres. Also,

amongst those which are used as railways

–even if not high-speed ones–, it will also

exceed the bridge over the Froschgrund

lake in Germany by over 100 metres, also

made of concrete, on the Nuremberg-Erfurt

line, which is 270 metres long..

Closing of the arch

During the week of 3-7 August, the FCC

Construcción team worked on a very

complicated operation regarding locking

and closing the arch of the Almonte Via-

duct with the keystone. This operation

came to a close in the early hours of Fri-

day 7 August with the concreting of the

last segment.

Lowering of the bridge cranes

On 19 August, the process to remove the

bridge cranes used to close the arch of

the Almonte Viaduct got underway.

The operation consisted of lowering the

main beams of the cantilever bridge cra-

Two major milestones

nes that were used to execute the North

edge of the Almonte arch. It was carried

out using a system of 4 HEAVY LIFTING

type hydraulic jacks with a synchronised

stroke between the 4.

The weight of the part to be lowered was

approximately 100 tonnes and the bridge

cranes were lowered at a speed of appro-

ximately 12 m/h and unloaded into a pon-

toon, which was chartered specifically to

receive the load.

Once this operation is finished, the com-

pleted arch in its entirety can be seen

without the bridge cranes.

Detensioning and dismantling of the pro-

visional staying system is currently being

carried out and pilasters are being put in

place which will subsequently support the

deck of the viaduct.