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Water park Brno
Brázdová, Zuzana ; Kotek, arch Jakub (referee) ; Odvárka, Antonín (advisor)
The subject matter of the assigned project is Aquapark Brno – located near Lužánky. The subject is an architectural study elaboration of an aquapark adjoining the current swimming pool building which was established in 1979. This building facility is used primarily by professional swimmers and sportsmen for it contains the only 50 meters long swimming pool with a tribune in Brno. The aim of the project is to create new areas and pools for visitors with recreational intentions and therefore to widen the possibilities for free time activities. The project also deals with restoration of a 16 meters long training pool in the existing building, creation of inner and outer aquapark areas and adding exercise and dance halls as an extension to the existing fitness center. Another goal of this project was to make the pedestrian access to the area more pleasant which is achieved by creating an underground parking space in the area of the existing building’s frontal space and also by designing a footpath leading from the remote side of the excessively frequented Sportovní street. The primary aim of the project is an operational connection of the existing and the new building by a central building and also preventing an eclipse of the area by integrating the building in the area’s hillside. The advantage of the project is the presence of relaxation facilities and sports areas. The project completes the sporting environment of the area which makes it an attractive locality for a family recreation.
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Suspension footbridge over the river Bečva
Sobková, Sára ; Šopík, Leonard (referee) ; Nečas, Radim (advisor)
The subject of this thesis is the design and assessment of a suspended footbridge for pedestrians over the Bečva River. Three variants of the crossing were created. The va-riant with a suspension structure was selected for detailed design. The chosen pede-strian footbridge is composed of two suspension cables supported by an inclined py-lon, anchored by a set of six anchoring cables. The design of the structure relied on finding the ideal geometry of the suspension cables. The computational model was created in the ANSYS Mechanical APDL 2023 R2 software. For the analysis of the deck in the transverse direction, model was created in the SCIA Engineer 21.1 software. The construction was assessed for ultimate limit state of serviceability and load-bearing capacity according to applicable standards, and a dynamic analysis was performed. The work includes clear and detailed drawings and visualizations.
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Pedestrian bridge over the Jihlava river in Třebíč
Vavřička, Lukáš ; Velešík, Marek (referee) ; Koláček, Jan (advisor)
The bachelor thesis deals with design of concrete pedestrian bridge over the Jihlava river. At the beginning two variants were created, one of which was future postprocessed. The cable-stayed construction, whose main support part is created by two pylons fixed to post-tensioned bridge deck, is pin-supported on abutment. Suspension of the deck is implemented by cables pin joined to the top of towers and sides of the deck. Material of the main concrete load-bearing structure is concrete C45/55. The steel elements of structure are made from steel S355, suspenders are designed with steel Macalloy 460. The structural assessment report was processed mostly by hand calculation with use of program MS Excel, for structural check of pylon use of program FIN EC beton was chosen. The load calculation was performed with program Scia Engineer. The drawing was created in AutoCAD software and the visualization in Lumion.
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Pedestrian bridge across the river Svratka
Hlava, Martin ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The subject of the bachelor thesis is about a concept of pedestrian bridge across the river Svratka. The work includes a statical calculation of the pedestrian bridge construction of one ground, which has been chosen from three other options. This chosen alternative is formed by a prestressed concrete´s plank with parapet´s supports of a variable cut earned by outer switchable cables. The calculation of the stress influence has been made by Scia Engineer Software. The construction recognition has been accomplished manually. A process of construction´s works are not going to be treated in this work.
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Footbridge
Grussmann, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Master´s thesis deals with design and complex static assessment of timber roofed footbridge structural system. The calculation part is divided into three main chapters, that are dedicated to determine load impacts on structure, to particular structural and roof members assessment and also to design details of connections. The lower part of structure is formed by flat arched main beams of glued laminated timber, floor beams, stringers and under-deck bracing. The upper part of footbridge is formed by structure of gabled roof and additional bracings. Transversal frames of footbridge copy the shape of arch and they are arranged orthogonally to its axis. They form a radial fan with commom centre in the longitudinal direction. The static scheme of structure is thought as a statically undefinite system thanks to the bedrock surrounding the footbridge.
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Bike bridge over the Nitra river
Teplanová, Alžbeta ; Páleník, Petr (referee) ; Koláček, Jan (advisor)
The subject of the diploma thesis is the design of variants of the construction of a footbridge for pedestrians and cyclists over the Nitra River. Two variants were created. After the comparison, a variant of the suspended footbridge was selected, which was modeled using the Midas Civil program and then statically assessed. The footbridge consists of a monolithic deck made of prestressed concrete. The pylons are located on one side of the bank
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Water park Brno
Krček, Jan ; Vostrejž, Dušan (referee) ; Odvárka, Antonín (advisor)
Diploma thesis Aquapark Brno is directly connected with the previous specialist course "Sports Center Za Lužánkami Brno". This project dealt was focused on overall concept, architectural and urban study of this area with an emphasis on sports, recreation and relaxation. There was created a zone of predominantly professional sport in the southern part of this area. There were built football and ice hockey stadiums on the newly created terrace/platform. These stadiums are located approximately in the same places as their current (football) or non-existent (hockey) predecessors. The terrace/platform (parking is located under the terrace) continues, and the newly expanded Boby Hotel follows the recreational sports zone with an Aquapark and outdoor sports grounds located behind the existing Tesco shopping centre. There is formed a new park in north of the sports grounds forming a recreational-relaxation zone on the territory of Planýrka. The existing building of a 50 meter swimming pool dominates the area of Aquapark. It was built in 1979 according to the project architect Otakar Oplatek. However this object no longer meets the requirements of today's visitors or athletes. The new building which includes a twenty-five meter tall swimming pool with a background is being added to the existing building. So there is a separable swimming area created here, which can serve both - swimmers and teenagers or professional athletes. There is a good possibility of racing as well. The new building connects eastward to the building of the roofed Aquapark partially hidden beneath the terraces and resting areas. These three through-flowing but mutually separable objects together with the platform define the area of the outdoor aquapark. He is also separate off from the noisy Sportovní street, but it has a sufficient supply of sunlight. In the place of the original children's pool and extension to the places of today's little park in front of the building there is space f
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Pedestrian bridge across the river Nitra
Tomečka, Petr ; Kaláb,, Pavel (referee) ; Nečas, Radim (advisor)
The subject matter of this master thesis is to design pedestrian bridge across the river Nitra in a city Nitra. Out of three possible solutions arch bridge was considered to be the most optimal system for given situation and it was analysed in detail. The design and assessment of load-bearing structure was evaluated acording to valid standarts. The main goal was to comply with ultimate and serviceability limit state. Global calculation model was created in ANSYS Mechanical APDL 21 R2. Model of the slab of the deck in the cross direction was performer using SCIA Engineer 19.1. Load capacity of some cross sections was verified manually and some using computer software IDEA Statica 21.0. This thesis is extended with drawings of sequence of construction, detailed drawings of the bridge and visualizations.
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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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