| Attributes | Values |
|---|
| rdf:type
| |
| 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. (en)
|
| 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 (en)
|
| 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 (en)
|
| skos:notation
| - RIV/68407700:21110/12:00204352!RIV13-GA0-21110___
|
| http://linked.open...avai/predkladatel
| |
| http://linked.open...avai/riv/aktivita
| |
| http://linked.open...avai/riv/aktivity
| - P(GAP104/11/1301), P(GP103/08/P613), P(TA01031920)
|
| http://linked.open...vai/riv/dodaniDat
| |
| http://linked.open...aciTvurceVysledku
| |
| http://linked.open.../riv/druhVysledku
| |
| http://linked.open...iv/duvernostUdaju
| |
| http://linked.open...titaPredkladatele
| |
| http://linked.open...dnocenehoVysledku
| |
| http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21110/12:00204352
|
| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - Balanced cantilevers construction method; creep; concrete (en)
|
| http://linked.open.../riv/klicoveSlovo
| |
| http://linked.open...ontrolniKodProRIV
| |
| http://linked.open...v/mistoKonaniAkce
| |
| http://linked.open...i/riv/mistoVydani
| |
| http://linked.open...i/riv/nazevZdroje
| - Bridge Maintenance, Safety, Management, Resilience and Sustainability
|
| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
| |
| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...vavai/riv/projekt
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...iv/tvurceVysledku
| - Vráblík, Lukáš
- Šístek, M.
- Lenner, R.
- Engler, V.
- Hanuš, F.
|
| http://linked.open...vavai/riv/typAkce
| |
| http://linked.open.../riv/zahajeniAkce
| |
| number of pages
| |
| http://purl.org/ne...btex#hasPublisher
| |
| https://schema.org/isbn
| |
| http://localhost/t...ganizacniJednotka
| |
| is http://linked.open...avai/riv/vysledek
of | |
![[RDF Data]](/fct/images/sw-rdf-blue.png)
![[cxml]](/fct/images/cxml_doc.png)
![[csv]](/fct/images/csv_doc.png)
![[text]](/fct/images/ntriples_doc.png)
![[turtle]](/fct/images/n3turtle_doc.png)
![[ld+json]](/fct/images/jsonld_doc.png)
![[rdf+json]](/fct/images/json_doc.png)
![[rdf+xml]](/fct/images/xml_doc.png)
![[atom+xml]](/fct/images/atom_doc.png)
![[html]](/fct/images/html_doc.png)