Constructing One of the Longest and Highest Viaducts in Portugal

Preassembling structures on the ground and lifting them to deck level minimizes risky activities inherent to working at heights on the Corgo Viaduct project

Pillars number 18 and 19, the highest of the whole structure, are being built by two Linden Comansa Flat-Top tower cranes, model 21 LC 400, with maximum load capacity of 39,680 lbs. and erected with jib lengths of 229 ft., allowing them to load up to 11,020 lbs. at the jib-end.
Pillars number 18 and 19, the highest of the whole structure, are being built by two Linden Comansa Flat-Top tower cranes, model 21 LC 400, with maximum load capacity of 39,680 lbs. and erected with jib lengths of 229 ft., allowing them to load up to 11,020 lbs. at the jib-end.

The Challenge:

Constructing one of the longest and highest viaducts in Portugal as part of the Transmontana Highway over the Corgo River.

The Players:

Soares da Costa, RRC
Spanish FCC
Linden Comansa
Ibergru

The Process:

The Corgo Viaduct has a length of 9,170 feet, a height from the bottom of the valley of 754 feet, a main span of 984 feet, and will run over three roads and one railway line. This viaduct, one of the longest and highest in Portugal, is part of the Transmontana Highway, which will link the city of Oporto to the Spanish border.

Pillars number 18 and 19, the highest of the whole structure, are being built by two Linden Comansa Flat-Top tower cranes, model 21 LC 400, with maximum load capacity of 39,680 pounds and erected with jib lengths of 229 feet, allowing them to load up to 11,020 pounds at the jib-end.

CAET XXI, a temporary consortium formed by the Portuguese construction companies Soares da Costa, RRC (Ramalho Rosa Cobetar) and the Spanish FCC, is building the viaduct with the two Linden Comansa tower cranes hired to Ibergru, Linden Comansa’s official dealer in the country.

The cranes are currently erected with a height under hook of 551 feet, but both of them will reach a height of 679 feet. Ibergru performed the jacking-up of the cranes from the initial height (227 feet) using a hydraulic cage J4-1 in three phases (up to 331, 433 and 551 feet). The last jacking-up will reach its final height of 679 feet.

In order to ensure the stability of the cranes at such heights, each one holds four ties to the pillar, at heights of 154, 266, 370, and 511 feet respectively, and with a length from the crane’s mast to the viaduct’s pillar of up to 32 feet.

Ibergru also executed the project of tie frames. According to the company’s technical director, António Fonseca, its installation has demanded a strong coordination with the works in progress. "The metal sheets for the ties were set on each pillar by night and during the sliding of the formwork, allowing the sheets to be placed in merely 3 hours," Fonseca said.

Beside the common works of this type of jobsite (hoisting of concrete and iron), the cranes have lifted and assembled the framework trolleys and are also assisting the assemblage of the suspension cables of the bridge. The tasks comprised by the assembly and disassembly of the supporting platforms located around the pillars due to their position, both large weight and dimensions, were especially complicated to perform.

"The 21 LC 400 tower cranes are matching the high requirements of this type of project," said Luis Nogueiro, project director, allowing for "minimal downtime periods while executing simultaneous tasks such as the segments of the deck, the mast and the suspension system" and "working 24 hours a day while constructing the pillars with sliding formwork."

Production Director José Manuel Rio and Davide Borges, Technical Department, say the usage of these cranes allowed the company to minimize the number of risky activities inherent to work at such heights - many heavy large-dimensioned structures have been preassembled on the ground, and then lifted up to the deck level so to avoid assembly works on the top of the pillars.

The cranes started work on the viaduct construction in October 2010, and construction is planned for conclusion by October 2012.

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