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Incremental launching method for bridges of Northern Marmara Motorway, Turkey

 Incremental launching method for bridges of Northern Marmara Motorway, Turkey
Auteur(s): , , , ,
Présenté pendant IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, publié dans , pp. 3206-3213
DOI: 10.2749/222137817822208816
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This paper presents the challenge of the incremental launching of three viaducts of the Northern Marmara Motorway project in Istanbul Turkey. The incremental launching method (ILM) was pushed at it...
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Détails bibliographiques

Auteur(s): (Freyssinet International, Rueil-Malmaison, France Aydin Alpman, Cagri Yayim, Ozkul Ozgur FREYSAS, Istanbul, Turkey)
(Freyssinet International, Rueil-Malmaison, France Aydin Alpman, Cagri Yayim, Ozkul Ozgur FREYSAS, Istanbul, Turkey)
(Freyssinet International, Rueil-Malmaison, France Aydin Alpman, Cagri Yayim, Ozkul Ozgur FREYSAS, Istanbul, Turkey)
(Freyssinet International, Rueil-Malmaison, France Aydin Alpman, Cagri Yayim, Ozkul Ozgur FREYSAS, Istanbul, Turkey)
(Freyssinet International, Rueil-Malmaison, France Aydin Alpman, Cagri Yayim, Ozkul Ozgur FREYSAS, Istanbul, Turkey)
(Freyssinet International, Rueil-Malmaison, France Aydin Alpman, Cagri Yayim, Ozkul Ozgur FREYSAS, Istanbul, Turkey)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Publié dans:
Page(s): 3206-3213 Nombre total de pages (du PDF): 8
Page(s): 3206-3213
Nombre total de pages (du PDF): 8
Année: 2017
DOI: 10.2749/222137817822208816
Abstrait:

This paper presents the challenge of the incremental launching of three viaducts of the Northern Marmara Motorway project in Istanbul Turkey. The incremental launching method (ILM) was pushed at its own limit to be adapted to this Viaduct. The deck, with 55 meter long spans, was moved by sliding on piers up to 82 meter high through a complex vertical and horizontal alignment.

This paper gives an overview of this construction methods, and the specificity of these viaducts. In particular, specific procedures were implemented to control the behaviour of the piers during launching operations, due to their slenderness and their non-conventional anti-seismic design. Specific geometric checks were also necessary to follow the launching curve. Temporary structure associate to ILM will also be described in the paper: prefabrication yard, design and construction of the launching nose, choice and design of launching devices.

Mots-clé:
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