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Brno, Cycling route around the river Svratka - study
Fischer, Michal ; Wendrinski, Jacek (referee) ; Radimský, Michal (advisor)
The bachelor thesis deals with the design of a cycle path and paths for skaters and pedestrians along the river Svratka. Only pedestrian traffic is currently in the vicinity. In this work a new solution is developed, which is divided into three sections. The design of the first and third stretches foresees the construction of two new cycle paths and the second section copies the existing communications.
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Kindergarten FUTURUM
Bretterová, Anna ; Klimecký, Martin (referee) ; Gerö, Jiří (advisor) ; Müller, Jan (advisor)
The content of the bachelor’s thesis is the design of a kindergarten in Brno, in the Masaryk’s district. The plot is a part of the school complex, where the Cyril and Methodius Church Elementary School and Cyril and Methodius High School already stand. The land here is sloping to the east. The design of the building with two above-ground and one underground floor corresponds to this. It is a new building of a preschool institution with two sections with capacity of 24 children per section without its own kitchen (food will be prepared in the kitchen for elementary school and high school and then transported to designed kindergarten). The building is situated in the eastern part of the plot and the western part is used as a garden for children. Barrier-free entrance to the building from Havlíčkova street is provided by a footbridge connected to the roof terrace at the level of the second floor. The building is bricked with Porotherm blocks. The construction of the ceilings is made of prestressed Spiroll hollow core slab. The roofs of the building are flat and partly walkable. Non-walkable parts of roofs are designed as green roofs. The facade of the building is horizontally divided into two parts. The lower part is lined with artificial stone and the upper part of the facade is made of white plaster. The windows in the children’s classrooms are round and different sizes. This element reflects children’s playfulness.
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Pedestrian bridge near village Kámen
Damek, Martin ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
The subject of this bachelor thesis is a design of pedestrian bridge over the I/19 road near village Kámen. Within the scope of thesis there are 3 studies of footbridges. Prestressed framework was found appropriate and further calculations were assessed. Statical calculations of prestressed bridge deck and reinforced concrete abutment were made. Internal forces were provided by SCIA Engineer with effects of spring supports. Calculations were made according to valid standarts and regulations.
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Analysis of the steel structure of the bridge by FEM to the action of static load
Skorunka, Ondřej ; Hradil, Petr (referee) ; Salajka, Vlastislav (advisor)
The structures of bridges are one of the most demanding engineering structures. They fulfill an important social and economic role in the development of the given territory. From this perspective, it is necessary to pay close attention to the process of design, analysis, realization and service. This thesis deals with the static analysis of spatially curved and asymmetrical suspended foot bridge for pedestrians and cyclists. The first part is devoted to the analysis of structural deformation, while the second part is focused on the analysis of selected parts of the structure in terms of its stress.
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The footbridge across the track
Mojžíš, Jan ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
This thesis describes the design of steel structures footbridge over the track in Havířov. The total length of the bridge is 101.6 m footbridge consists of four parts. The basic structural system of the first part of the beam is solidified arc. Other parts are made girders. Free bridge width is 3.2 m Footbridge will be used to connect local area Havířov - Šumbark to the train station.
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Blansko Cycle Route - New Castle
Efenberk, Tomáš ; Patočka, Miroslav (referee) ; Kosňovský, Michal (advisor)
The diploma thesis deals with treatment of project documentation of the corridor for pedestrians and bicyclists on road Blansko ČKD – Nový Hrad. It is a common two-way pedestrian and bicycle trail along the Svitava River and railway line No. 260 Brno - Česká Třebová and the regional road II / 379. Part of the design will be any footbridges across the Svitava River and other construction solutions to overcome difficult terrain in the problematic section. Part of the diploma thesis is the concept of a variant directional solution of the route and justification of the selection of a more detailed variant.
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Traffic situation in the city centre of Havlíčkův Brod and its solution
Tobek, Miroslav ; Lýsek, Tomáš (referee) ; Smělý, Martin (advisor)
The aim of this diploma thesis is the solution of the traffic situation in the city center of Havlíčkův Brod. Mainly the ground road number II/150 adjustment, which consist in the modification of the two-way traffic to one-way traffic organization in the streets Dolní, Žižkova and Na Ostrově by using the analogy of a roundabout layout, is solved within this thesis. All mentioned modifications simplify the traffic situation, improve the orientation and increase the security and the traffic flow mainly in relation to pedestrians and cyclists. Another part of this thesis is focused on revitalization of the public spaces in front of the community center called Ostrov and junction of existing cycle tracks situated on the both banks of the Sázava river. In relation to this topic the adjustment of rainwater sewerage system, low-voltage above ground network, public lighting, communication electric cables, fire brigade signal lights and low-pressure gas pipeline is also solved.
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Steel footbridge in Černotín
Kelar, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The thesis deal with structural design of steel footbridge for pedestrians and cyclist over the Bečva river in Černotín village. Span of the footbridge is 50 m. The basic material is steel S355 and S460. At the beginning were created two variants. First one is an arched footbridge and the second one is cable stayed footbridge. After evaluation variants was selected the cable stayed footbridge. The selected variant was assessed in detail including joints and bearings. Structure is designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.17.01 of Dlubal company.
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Complex urban study of the public space Sportovní, Drobného, Tř. gen. Píky, Porgesova
Polonyankina, Natalia ; Velek, Jan (referee) ; Jenčková, Barbora (advisor)
Due to diverse surrounding area and position of isolated large objects suggest itself solving of conception by stages. In the southern part there were suggested new sports halls which have a long term tradition in this area. These buildings keep to the axis of Sportovní street and they are reacting to existing buildings on the other side. In the northern part at the shopping centre it was necessary make the place accesible and grass the place over and use the opportunity of the large space. In the northeastern part there is housing development and it reacts on the FRRMS building and it makes confotable enviroment for living. Buildings FRRMS together with rampats and bushy vegetation are isolating flat buildings. Effort to connect existing and establish new resulted in the simple solution solution that does not disrupt the neighborhood, on the contrary, trying to blend in with the city and calm the chaos in this area.
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Footbridge across the Berounka
Zlatuška, Karel ; Romportl, Tomáš (referee) ; Stráský, Jiří (advisor)
The diploma thesis deals with design of plan – curved footbridge over Berounka river near the town of Čivice. Three different options were developed. First option includes a single – beam prestressed integral construction with haunches. The second option includes suspension footbridge construction, where the bridge deck is suspended at one side. In the third option the main span is built from concrete segments. Those are suspended on a pair of steel arches. The access ramps are cast – in – place, and they are supported by round steel piers. This variant was finally chosen as the best one and it was further processed. The construction was analyzed with Scia Engineer 2015 software, considering the construction process. The footbridge was loaded with dead loads and live loads including traffic and thermal actions. The internal forces were calculated and the construction was assess to the serviceability and ultimate limit states. In terms of serviceability, stress in concrete sections and deformations were checked. In terms of the ultimate limit state, the ultimate load capacities were calculated. The steel arches and piers were checked for possibility of loss of stability by buckling. The loss of stability was also checked by the software. Finally the dynamic behaviour of the construction was assessed, especially the harmonic excitation response. Then the construction plan and the drawings were made. The drawings include overview drawings and detailed drawings.
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