Pregled bibliografske jedinice broj: 442570
Construction of Maslenica arch bridge
Construction of Maslenica arch bridge // CONSTRUCTION OF ARCH BRIDGES / Chen, Baochun ; Radić, Jure (ur.).
Zagreb: SECON, 2009. str. 187-197 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 442570 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Construction of Maslenica arch bridge
Autori
Radić, Jure ; Šavor, Zlatko ; Hrelja, Gordana ; Oršanić, Filip ; Friedl, Marsel ; Žderić, Željko
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, 187-197
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
Bridge; Reinforced concrete arch; Free cantilevering; Auxiliary pylons; Travelling formwork carriages
Sažetak
The new Maslenica highway bridge is a concrete arch of 200 metres span and 65 metres rise, fixed to the abutments. The arch cross section is of double cell box type, with constant 4, 0 m depth and constant width of 9.0 metres. The superstructure comprises eight simple-span precast prestressed girders made continuous over intermediate supports and interconnected by concrete deck slab cast in situ. The arch was constructed by free cantilevering on travelling formwork carriages in 5.26 meter long segments. Piers at the arch abutments were extended by auxiliary steel staying pylons 23 metres high to facilitate successive cantilevering. The installed oscillatory cable-crane of 500 metres span and 6.0 tons capacity was utilized for the transport on the site. The arch construction was speeded-up by the omission of the crown diaphragm, which was constructed on some other Croatian arch bridges. With careful planning, based on 24 hours working days, the arch construction was finished in eleven months. The actual duration of the arch construction was only nine months, because high winds incurred work stoppages adding up to two months period. All erection phases, as actually executed, were numerically calculated on the site by the Designer. A detailed account of the Maslenica Bridge construction is presented 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:
Željko Žderić
(autor)
Jure Radić
(autor)
Gordana Hrelja Kovačević
(autor)
Zlatko Šavor
(autor)