Construction of road bridge over the Sava river near Ostružnica

Road bridge over the Sava river near Ostružnica, with a total length of 1.963 m, consists of reinforced concrete approach structures on the left and right riverside, while the middle structure over the Sava River is 5-span continuous steel box girder, with a total length of 586 m. Construction of st...

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Main Authors: Bizetić Bojan, Đurđević Igor, Tomašević Goran
Format: Article
Language:English
Published: Society for Materials and Structures testing of Serbia 2020-01-01
Series:Građevinski Materijali i Konstrukcije
Subjects:
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2020/2217-81392001019X.pdf
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spelling doaj-e56e458d7a27492ba4921d97fcae800c2020-11-25T02:20:10ZengSociety for Materials and Structures testing of SerbiaGrađevinski Materijali i Konstrukcije2217-81392335-02292020-01-0163119272217-81392001019XConstruction of road bridge over the Sava river near OstružnicaBizetić Bojan0Đurđević Igor1Tomašević Goran2STRABAGSTRABAGSTRABAGRoad bridge over the Sava river near Ostružnica, with a total length of 1.963 m, consists of reinforced concrete approach structures on the left and right riverside, while the middle structure over the Sava River is 5-span continuous steel box girder, with a total length of 586 m. Construction of steel structure was originally planned by cantilever installation of 56 sections, using a floating crane and temporary supports - steel piles placed in the river bed. After the high-resolution magnetic survey of the riverbed, this methodology has proved to be highly risky due to the possible existence of unexploded ordnance (UXO) left after NATO bombing, that could be activated during the piling into the riverbed. To avoid installation of temporary supports in the riverbed, the original methodology for the assembly of the steel structure had to be revised. After considering possible alternatives and to preserve already executed works, new methodology that includes (I) incremental launching over floating support of the bridge section S4-S6 with a total length of 187 m, (II) cantilever assembly of structure segments over river piers S1, S2, S3 and S4 and (III) lifting of 3 structure sections L=77(68) m, was selected as optimal under the given conditions.https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2020/2217-81392001019X.pdfroad bridgeostružnicareinforced concrete approaching structurescontinuous steel box main girderscantilever bridge constructionlaunching of steel structure
collection DOAJ
language English
format Article
sources DOAJ
author Bizetić Bojan
Đurđević Igor
Tomašević Goran
spellingShingle Bizetić Bojan
Đurđević Igor
Tomašević Goran
Construction of road bridge over the Sava river near Ostružnica
Građevinski Materijali i Konstrukcije
road bridge
ostružnica
reinforced concrete approaching structures
continuous steel box main girders
cantilever bridge construction
launching of steel structure
author_facet Bizetić Bojan
Đurđević Igor
Tomašević Goran
author_sort Bizetić Bojan
title Construction of road bridge over the Sava river near Ostružnica
title_short Construction of road bridge over the Sava river near Ostružnica
title_full Construction of road bridge over the Sava river near Ostružnica
title_fullStr Construction of road bridge over the Sava river near Ostružnica
title_full_unstemmed Construction of road bridge over the Sava river near Ostružnica
title_sort construction of road bridge over the sava river near ostružnica
publisher Society for Materials and Structures testing of Serbia
series Građevinski Materijali i Konstrukcije
issn 2217-8139
2335-0229
publishDate 2020-01-01
description Road bridge over the Sava river near Ostružnica, with a total length of 1.963 m, consists of reinforced concrete approach structures on the left and right riverside, while the middle structure over the Sava River is 5-span continuous steel box girder, with a total length of 586 m. Construction of steel structure was originally planned by cantilever installation of 56 sections, using a floating crane and temporary supports - steel piles placed in the river bed. After the high-resolution magnetic survey of the riverbed, this methodology has proved to be highly risky due to the possible existence of unexploded ordnance (UXO) left after NATO bombing, that could be activated during the piling into the riverbed. To avoid installation of temporary supports in the riverbed, the original methodology for the assembly of the steel structure had to be revised. After considering possible alternatives and to preserve already executed works, new methodology that includes (I) incremental launching over floating support of the bridge section S4-S6 with a total length of 187 m, (II) cantilever assembly of structure segments over river piers S1, S2, S3 and S4 and (III) lifting of 3 structure sections L=77(68) m, was selected as optimal under the given conditions.
topic road bridge
ostružnica
reinforced concrete approaching structures
continuous steel box main girders
cantilever bridge construction
launching of steel structure
url https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2020/2217-81392001019X.pdf
work_keys_str_mv AT bizeticbojan constructionofroadbridgeoverthesavarivernearostruznica
AT đurđevicigor constructionofroadbridgeoverthesavarivernearostruznica
AT tomasevicgoran constructionofroadbridgeoverthesavarivernearostruznica
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