National Repository of Grey Literature 38 records found  beginprevious29 - 38  jump to record: Search took 0.01 seconds. 
Study of Speed Increasing of Hanušovice - Bludov Track Section
Lehnert, Jan ; Brůha, Bohuslav (referee) ; Hruzíková, Miroslava (advisor)
In this thesis I propose increasing of the speed on the railway line No. 292 on the section žst.Bludov - žst. Hanušovice. It includes is complete design of horizontal and vertical ratios, eventually relocation of the track. Railway substructure is solved in selected sections. The thesis solves also editing of platforms and crossing structures.
Bludov - Hanusovice Railway Track Reconstruction (section between km 56.165 - km 59.105) Including Track Laying Technology
Hlavová, Vendula ; Korkeš, Ondřej (referee) ; Říha, Tomáš (advisor)
The bachelor thesis deals editing track geometry parameters and design appropriate track railway superstructure in a section of railway Bludov – Hanušovice. The design should be considered primarily on existing objects as culverts, railway crossing, railway stops, and bridges. Thesis includes restoration of drainage, track laying technology and efforts to incease the track speed.
Bludov - Hanusovice Railway Track Reconstruction (section between km 52.800 - km 55.950) Including Track Laying Technology
Mikulášková, Lucie ; Sobotka, Lukáš (referee) ; Říha, Tomáš (advisor)
The objective of bachelor thesis is desing of the track geometry parameters and reconstruction permanent way of single-line railway track in the section of km 52,8 – 55,95. Section start behind the railway stop Bludov – lázně and ends at km 55,95 connecting to the turnout number O4 in the loading point Olšany. The thesis deals with design of a railway crossings and platform of railway stop in the village Bohutín. The thesis also include design drainage of track and technology procedure of orks. Next aim is design of increase speed. All of adjustments are according to valid regulations.
Reconstruction of Track Section Stará Paka-Trutnov in 79,45 -82,451 Section with Design of Technological Procedure of Works
Rous, Petr ; Kubrt, Petr (referee) ; Svoboda, Richard (advisor)
The aim of the thesis is a reconstruction of a single-track railway Stará Paka -Trutnov in the section of km 79,450 - 82,451. The thesis contains modification of track geometry parameters of the railway and reconstruction of the permanent way. Design of a railway crossings and railway stop in the village Tample according to valid regulations is other part of thesis. The thesis also include drainage system renovation and technological procedure of works.
Reconstruction of Track Section Stará Paka-Trutnov in 82,886 -85,65 Section with Design of Technological Procedure of Works
Diblík, Milan ; Sobotka, Lukáš (referee) ; Svoboda, Richard (advisor)
The aim of the thesis is a reconstruction of a single – track railway 510A Trutnov hl. n.– Chlumec n. C. in the track section of km 82,886 – 85,65. The thesis includes modification of track geometry parameters of the railway and permanent way reconstruction. Railway crossings design acording actual regulations is other part of thesis. Drainage renewal and technological procedure of works is designed as well.
Vsetin - Velke Karlovice Railway Track Refurbishment (section between km 17,000 - 19,950 km) Including Track Laying Technology
Kulich, Pavel ; Pokorný, Ondřej (referee) ; Říha, Tomáš (advisor)
Bachelor´s thesis deals with design of permanent way and track geometry parameters of the selected section of Vsetín – Velké Karlovice railway track. The design should be considered primarily on existing objects such as railway crossings, culverts, railway stops, bridges , etc. Thesis includes restoration of drainage and track laying technology. It should be noted, that all proposed adjustments are designed according to current regulations and legislation.
Speed Increasing for Track Section Křenovice - Nezamyslice
Bombera, Jan ; Kroupa, Jan (referee) ; Svoboda, Richard (advisor)
Bachelor´s thesis deals with the possibility of increasing the line speed at Křenovice – Nezamyslice track number 315A. Speed increasing is tested in two steps – with current track geometry parameters and with changing some of the track geometry parameters, but always in order to meet regulatory and normative limit values. The new speed is determined for conventional vehicles and for vehicles that are able to take advantage of cant deficiency I > 100 mm. Speed limits in locations of railway crossings, signals position, etc., are taken into account for speed increasing. In some cases are proposed measures to change these objects.
Speed Increasing for Track Section Týniště nad Orlicí - Choceň
Hlávka, Miloslav ; Šiške, Vladimír (referee) ; Hruzíková, Miroslava (advisor)
This bachelor´s thesis studies a possibility of line speed increasing in the track Týniště nad Orlicí – Choceň. The proposed rate increase is assessed in four variants. One of them solves a speed increasing without a change of the track geometric parameters. The others include changes of the track geometric parameters. It is also considered a speed limit in areas of railway crossings, rail development and lights position.
Speed Increasing for Track Section Čejč - Hodonín
Látal, Jan ; Komárek, Jan (referee) ; Svoboda, Richard (advisor)
This bachelor´s thesis will examine the possibility of increasing the line speed in the track section Čejč - Hodonín. The proposed rate increase will be considered in two variants, the first version based on the retention of geometrical parameters of the current track, the second option will involve changes of the track geometry parameters. These changes, however, may not cause significant interference with the body lines. Both cases must also be seen in the speed limit in areas of railway crossings, railway branching, position lights, etc., or its possible proposed the change of this objects.
Deisgn of Reconstruction of the Rapotice - Náměšť nad Oslavou Railway Track
Zapletal, Tomáš ; Andratschke, Jan (referee) ; Hruzíková, Miroslava (advisor)
The aim of this bachelor thesis was to propose a change of track geometrical parametres lining and levelling and a reconstruction of railway superstructure and substructure in the track section Rapotice – Náměšť nad Oslavou. The track section starts at the 19,2 km point of turnout number 5 to the railway station Rapotice and ends at the 22,2 km mark after crossing a steel bridge with a continuous rail bed over the Chvojnice river. The thesis deals with railway drainage, reconstruction of railway crossings and provides a work technology proposal. Study of speed increasing in the track section was solved in the thesis too.

National Repository of Grey Literature : 38 records found   beginprevious29 - 38  jump to record:
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