References rail - archive 2002

The railway station Rosice nad Labem lies on a crucial join of two regional cities Pardubice and Hradec Králové and it is also a branching station for a track to Havlíčkův Brod.

The first stage started with reconstruction of Pardubice´s gridiron where seven new switches including welding into a long welded rail were set up.

Second, more extensive stage, included reconstruction of Hradec Králové – Pardubice gridiron in total of 14 switches with connection and double track crossing which was built from STRAIL rubber blocks. It is worth mentioning putting a prototype of a switch which was the first one of UIC 54 top set in the Czech Republic.

Integral part of both stages was a reconstruction of sliding contact lines and interlocking plant of gridirons.

Optimalization of a route segment between Choceň – Ústí nad Labem, in particular Choceň (excl.) – Brandýs nad Orlicí (excl.), was performed as a part of the first rail corridor construction. Our division participated in two constructed objects:

- substructure Brandýs nad Orlicí – Choceň

- superstructure Brandýs nad Labem – Choceň

Reconstruction of the substructure involved subgrade treatment, setting up surface drain in extremely complicated geologic conditions of rocks (grade 5 and 6) from UCB and UCH blocks. Extensive redevelopment of the subgrade by calcareous-cement stabilization and concrete stabilization was necessary.

For the first time there were used high-strength rails UIC 60 HSH (imported from an Austrian company Voest Alpine) on concrete sleepers SB 91 S/1 with flexible fastening (without a bearing plate) by tension clamps Skl 14. Finally, long-welded rails were laid down.

The total reconstruction of the railway station Jeřmanice was performed in two stages. It included soil subgrade treatment, setting up structural layers from crushed ballast, complete change of ballast bed and re-setting 3 station rails and 6 switches including their welding into a long welded rail.

There were built two new level platforms of type SUDOP in the station as well as barrier-free access paths for passengers.



ČD DDC, Reconstruction of railway switches in railway station Rosice nad Labem

INVESTOR: ČD s.o.- DDC o.z.- Stavební správa Praha

DESIGNER: Chládek a Tintěra,silnice-železnice, Pardubice a.s.

MAIN CONSTRUCTOR: 1^st stage: Ing. Miroslav Šimunský and 2^nd stage: Ing. Pavel Mužík

REALIZATION PERIOD: 1^st stage: 10/2002, 2^nd stage 8-9/2003	TOTAL COSTS: CZK 44,9 million (EUR 1,50 million)

The railway station Rosice nad Labem lies on a crucial join of two regional cities Pardubice and Hradec Králové and it is also a branching station for a track to Havlíčkův Brod. The first stage started with reconstruction of Pardubice´s gridiron where seven new switches including welding into a long welded rail were set up. Second, more extensive stage, included reconstruction of Hradec Králové – Pardubice gridiron in total of 14 switches with connection and double track crossing which was built from STRAIL rubber blocks. It is worth mentioning putting a prototype of a switch which was the first one of UIC 54 top set in the Czech Republic. Integral part of both stages was a reconstruction of sliding contact lines and interlocking plant of gridirons.


Optimalization of a route segment between Choceň – Ústí nad Orlicí, 1^st stage Choceň (excl.) – Brandýs nad Orlicí (exl.)

INVESTOR: Stavby silnic a železnic, a.s. odštěpný závod 7

DESIGNER: SUDOP Praha a.s.

MAIN CONSTRUCTOR: Ing. Lubomír Malovaný

REALIZATION PERIOD: 04/2002-06/2002	TOTAL COSTS: CZK 61,3 million (EUR 2,04 million)

Optimalization of a route segment between Choceň – Ústí nad Labem, in particular Choceň (excl.) – Brandýs nad Orlicí (excl.), was performed as a part of the first rail corridor construction. Our division participated in two constructed objects: - substructure Brandýs nad Orlicí – Choceň - superstructure Brandýs nad Labem – Choceň Reconstruction of the substructure involved subgrade treatment, setting up surface drain in extremely complicated geologic conditions of rocks (grade 5 and 6) from UCB and UCH blocks. Extensive redevelopment of the subgrade by calcareous-cement stabilization and concrete stabilization was necessary. For the first time there were used high-strength rails UIC 60 HSH (imported from an Austrian company Voest Alpine) on concrete sleepers SB 91 S/1 with flexible fastening (without a bearing plate) by tension clamps Skl 14. Finally, long-welded rails were laid down.


ČD DDC, Reconstruction of the railway station Jeřmanice

INVESTOR: ČD s.o.- DDC o.z.- Stavební správa Praha

DESIGNER: Chládek a Tintěra,silnice-železnice, Pardubice a.s.

MAIN CONSTRUCTOR: Martin Potoček

REALIZATION PERIOD: 07-09/2002	TOTAL COSTS: CZK 18,9 million (EUR 0,63 million)

The total reconstruction of the railway station Jeřmanice was performed in two stages. It included soil subgrade treatment, setting up structural layers from crushed ballast, complete change of ballast bed and re-setting 3 station rails and 6 switches including their welding into a long welded rail. There were built two new level platforms of type SUDOP in the station as well as barrier-free access paths for passengers.