Pregled bibliografske jedinice broj: 442574
Construction of Krka River Arch Bridge near Skradin
Construction of Krka River Arch Bridge near Skradin // CONSTRUCTION OF ARCH BRIDGES / Chen, Baochun ; Radić, Jure (ur.).
Zagreb: SECON, 2009. str. 323-332 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 442574 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Construction of Krka River Arch Bridge near Skradin
Autori
Šavor, Zlatko ; Mujkanović, Nijaz ; Hrelja, Gordana ; Kindij, Alex ; Trlaja, Davor
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
CONSTRUCTION OF ARCH BRIDGES
/ Chen, Baochun ; Radić, Jure - Zagreb : SECON, 2009, 323-332
ISBN
978-953-7621-03-2
Skup
2nd Chinese-Croatian Joint Colloquium on CONSTRUCTION OF ARCH BRIDGES
Mjesto i datum
Fuzhou, Kina, 05.10.2009. - 09.10.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Arch; Bridge; Bridge design; Free cantilevering; Auxiliary pylons
Sažetak
A new concrete arch bridge with 204.0 m span was constructed across the Krka River canyon on the section Skradin-Šibenik of the Adriatic highway. The bridge site lies in an environmentally protected area very close to the Krka national park. The superstructure is continuous with spans L=3x32.0+3x28.0+3x32.0+28.0+24.0=360.0 m. The application of the composite superstructure, made possible significant reduction of the dead weight and enhanced the bridge appearance in comparison to other Croatian concrete arch bridges. The construction of the bridge across the Krka River canyon commenced in the year 2003 and was successfully completed in two years in the year 2005. The whole arch cross section was constructed by free cantilevering, on traveling formwork carriages, in segments 5.25 meters long, starting symmetrically from arch abutments. Double columns at the arch abutments had to be extended by auxiliary steel staying pylons to facilitate successive cantilevering. The arch was supported during construction by stays equilibrated by anchor stays, connected to rock anchors. The steel superstructure grillage was erected by longitudinal launching in three phases. The concrete deck plate constists of from full depth precast slabs interconnected by on site concreting of longitudinal and transversal joints above shear connectors. A detailed review of the Krka Bridge construction is elaborated upon in the paper.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822977-1497 - Granična stanja i održivost mostova
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Alex Kindij
(autor)
Gordana Hrelja Kovačević
(autor)
Nijaz Mujkanović
(autor)
Zlatko Šavor
(autor)