lovosice rail bridge retrofit
TRANSCRIPT
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8/14/2019 Lovosice Rail Bridge Retrofit
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Ocenn Dopravn stavba roku 2007Nov tv na spolenosti
Vizualizace
Aspe
Infratruture Bridge
Lovoie Rail Bridge Retrot
Bridge length
362 m
DeignValbek, pol. r.o.
Owner
sDc, .o. Praha
contrator
chldek a tintra, a..
start of ontrution
Marh 2004
completion of ontrution
Otober 2004
LovoieRail Bridge
Retrot
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Ocenn Dopravn stavba roku 2007
Nov tv na spolenosti
Vizualizace
Aspe
Pedetrian Bridgeskoda Auto - Indutrial Zone
Bridge Length
226 m
Deign
Valbek, pol. r.o.
Owner
skoda Auto, a
start of ontrution
July 2002
completion of ontrution
Deember 2005
cot
15.6 mil cZK
Infratruture Bridge
Pedestrian BridgeSkoda Auto
Indutrial Zone
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8/14/2019 Lovosice Rail Bridge Retrofit
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Technically clean, yet unusual modern structure was designed in
order to represent a technologically advanced company and toresolve a need or spanning an industrial area including highway
connector, rail line and additional industrial rail tracks.
Pedestrian BridgeSkoda AutoIndutrial Zone
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8/14/2019 Lovosice Rail Bridge Retrofit
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Ocenn Dopravn stavba roku 2007
Nov tv na spolenosti
Vizualizace
Aspe
Pedetrian and biyle bridgeover Jizera river in Beneov u semil
Deign
Valbek, pol. r.o.
Owner
Muniipality union of Beneov u semil,
Kotalov, slana
contrator
Hutni montaze In.
Infratruture Bridge
Pedestrianand bicycle bridge
over Jizera riverin Beneov u semil
General informaon
The ontruon of the new footbridge wa alled for by a demo-lion of the original ve-pan bridge, whoe abutment were at
on the edge of the river weir and in onit with the ood-pro-teon requirement. A replaement truture i a wooden tru
bridge upended on teel able, whoe elevaon prole waeleted on the bai of alulated 100-year ood water level. In
addion, thi type of truture wa eleted to omply with theaethe requirement for the loaon.
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Brief Description of structure
The ree width o the deck is 2.0m. The structure is suspended on parabol-
ic steel cables with vertical steel hangers, which serve as exible supports
or wooden girders spanning 48.2m. Pairs o pylons anchored by braces
into the gravity abutments provide a support or the cable arches. The
longitudinal distance between the consecutive pairs o pylons is 50.5m.The bridge girders are parabolically cambered to 30cm upward vertical
ofset o the deck in the midspan. Gravity abutments are cast o concrete
C 20/25-2bb while or the stressed suraces it is concrete C 20/25-3b.
The timber used or all wooden members o the bridge superstructure is
grown spruce o class SI. The steel cables and hangers are system Detan
system rom company DEHA. Steel S 235 is used or all other steel con-
struction.
Pedestrian
and bicycle bridgeover Jizera riverin Beneov u semil