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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00204352%21RIV13-GA0-21110___
rdf:type
skos:Concept n14:Vysledek
dcterms:description
The bridge across the Berounka river valley forms a part of the new south-western part of Prague's by-pass and with its total length of more than two kilometers is one of the biggest infrastructure projects in the Czech Republic and has a great importance in calming of the traffic congestion in the capital. Three different construction methods took a part in the building of the bridge - fixed scaffolding, the overhead movable scaffold system and the balanced cantilever method using of up to four pairs of form travelers respectively, with the longest span of 114 m. The main contractor for the No. 204 and No. 205 section was Boegl and Krysl. The bridge was designed by Novak & Partner consulting company as a continuous span with the box girder section of a variable height of 2.6 to 6.5 m. Over 1500 tons of post-tensioning (PT) were installed during the course of construction in years 2008-2009. The PT contractor, VSL Systems has submitted a modified alternative of the PT in order to achieve the material savings and overall simplification. The construction process was speeded up further by using of prefabricated tendons made in the construction yard. The data about tendon forces and elongations during the stressing works were collected by the Adapt electronic system. The records were then utilized to verify the design; the theoretical friction values could be subsequently compared with the actual measurements. The bridge across the Berounka river valley forms a part of the new south-western part of Prague's by-pass and with its total length of more than two kilometers is one of the biggest infrastructure projects in the Czech Republic and has a great importance in calming of the traffic congestion in the capital. Three different construction methods took a part in the building of the bridge - fixed scaffolding, the overhead movable scaffold system and the balanced cantilever method using of up to four pairs of form travelers respectively, with the longest span of 114 m. The main contractor for the No. 204 and No. 205 section was Boegl and Krysl. The bridge was designed by Novak & Partner consulting company as a continuous span with the box girder section of a variable height of 2.6 to 6.5 m. Over 1500 tons of post-tensioning (PT) were installed during the course of construction in years 2008-2009. The PT contractor, VSL Systems has submitted a modified alternative of the PT in order to achieve the material savings and overall simplification. The construction process was speeded up further by using of prefabricated tendons made in the construction yard. The data about tendon forces and elongations during the stressing works were collected by the Adapt electronic system. The records were then utilized to verify the design; the theoretical friction values could be subsequently compared with the actual measurements.
dcterms:title
The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass
skos:prefLabel
The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass The design and construction of bridge structure erected by balanced cantilevers method situated on the Prague bypass
skos:notation
RIV/68407700:21110/12:00204352!RIV13-GA0-21110___
n14:predkladatel
n15:orjk%3A21110
n4:aktivita
n6:P
n4:aktivity
P(GAP104/11/1301), P(GP103/08/P613), P(TA01031920)
n4:dodaniDat
n8:2013
n4:domaciTvurceVysledku
n19:2465086
n4:druhVysledku
n13:D
n4:duvernostUdaju
n22:S
n4:entitaPredkladatele
n7:predkladatel
n4:idSjednocenehoVysledku
130241
n4:idVysledku
RIV/68407700:21110/12:00204352
n4:jazykVysledku
n11:eng
n4:klicovaSlova
Balanced cantilevers construction method; creep; concrete
n4:klicoveSlovo
n17:Balanced%20cantilevers%20construction%20method n17:concrete n17:creep
n4:kontrolniKodProRIV
[169B1739234C]
n4:mistoKonaniAkce
Stresa, Laggo Magiore
n4:mistoVydani
London
n4:nazevZdroje
Bridge Maintenance, Safety, Management, Resilience and Sustainability
n4:obor
n20:JM
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
5
n4:projekt
n5:GAP104%2F11%2F1301 n5:TA01031920 n5:GP103%2F08%2FP613
n4:rokUplatneniVysledku
n8:2012
n4:tvurceVysledku
Vráblík, Lukáš Lenner, R. Hanuš, F. Engler, V. Šístek, M.
n4:typAkce
n12:WRD
n4:zahajeniAkce
2012-07-08+02:00
s:numberOfPages
1
n9:hasPublisher
Taylor & Francis
n3:isbn
978-0-415-62124-3
n18:organizacniJednotka
21110