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Kindergarten FUTURUM
Lišuchová, Želmíra ; Erben, Adam (referee) ; Pavlovský, Tomáš (advisor) ; Kolář, Radim (advisor)
The topic of this bachelor´s thesis is design of a newly-built kindergarten FUTURUM based on architectural study made in my 5th term of bachelor´s study in the subject AG034 Architectural Design Studio 4 – Interior and Architectural Space. The project consists of construction study and realisation documentation. Two-storey kindergarten with 2 classrooms is situated in quarter Brno-Stránice near Brno city centre. The building is a part of complex of Christian grammar and primary school “Cyrilometodějské gymnázium a ZŠ“. The idea of project is to use local materials and renewable energy sources; local construction companies to be involved in realisation, to make a comfortable architectural space for education and self-development of new generation and encourage them to overcome fears, defy limitations and start thinking creatively. In symbols, it reacts to the influence of pandemic and hectic lifestyle on children´s psyche and sketches guidance to life with God in accordance with Christian values and ethic at this kindergarten. The newly-built object is located in the middle flat part of a plot, southwestern and northeastern part is sloped. It is block-shaped with lateral axis parallel with street Havlíčkova. There is a block cut out of the main block in eastern upper edge (terrace) and in the southern lower part (recessed entrance). The main entrance to a cantilever in the 2nd floor is from Havlíčkova Street over the footbridge on subtle columns. There are offices of director, teachers, isolation occasionally used for speech therapy, terrace, play room, sleeping room, locker room and washroom. On the 1st floor, there is another play room with facilities, technical and other facilities. Food will be cooked and delivered from school kitchen. Entrance from school grounds is nearby. Bidirectional wall slab structural system is made of cast-in-place reinforced concrete. Foundations too due to low load-bearing capacity of subsoil. Flat green roof has an internal drain.
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Urban design of waterfront in Třebíč
Vacek, Jiří ; Ležatka,, Lukáš (referee) ; Pavlovský, Tomáš (advisor)
Thesis is concerning urbanistic treatment of Jihlava river embankment in the city of Třebíč. Tries to find cause for urban non-functionality of the area within local and wider context to its surroundings. Offers possible solution for rehabilitation of the urbanistic function of the embankment, including putting the embankment into role of important passageway, improving its bounds to the surroundings and active role in city's everyday life.
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Stress ribbon curved structure
Kocourek, Petr ; Stráský, Jiří (advisor)
The theme of this doctoral thesis is research of footbridges curved in plan that are formed by stress ribbon. Recently, several noteworthy curved pedestrian bridges, which decks are suspended on their inner edges on suspension or stay cables, have been constructed. However, curved stress ribbon bridges have not been built so far. The goal of this study was to answer the question whether the use of curved stress ribbon structures is even possible. For this reason, in the first stage feasibility study of these structures has been prepared. Knowledge of both curved pedestrian bridges, which decks are suspended on their inner edge and straight stress ribbon has been used. For the mathematical modeling FEM software ANSYS was used. The obtained findings were further used to design a new type of a modern, aesthetic curved bridge for pedestrians. The structure is formed by slender reinforced deck, which is through the steel brackets on the inner side stiffened by steel section. Torsion of the deck, caused by curved structure and asymmetrical cross-section, is reduced by cable situated in the handrail. Footbridge span is 45 m, arc camber in plan is 10 m, free bridge width is 3 m. Described is a general structure effect, detail static and dynamic analysis was carried out. Designed structure including construction stages were experimentally verified on a fully physical functional 1:6 scale model. The thesis describes the model analogy used for the design of the model, its structural design and its implementation. The model was subjected to a series of load tests including the final ultimate strength test. Performed tests confirmed the good match of calculation with the reality, correctness of the design and high resistance of designed construction. Acquired results and experiences from design and realization of model form the basis for practical realization of studied structures.
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Water park Brno
Liznová, Veronika ; Kotek, arch Jakub (referee) ; Odvárka, Antonín (advisor)
The topic of the diploma thesis is the solution of the Lužánky sport complex in Brno. The aim of the diploma project is to create a new modern sport recreation area which will be situated next to the existing swimming pool. The main object is an aquapark with indoor and outdoor pools. In area of the aquapark are other premises like wellness, fitness cen-ter, café and other small businesses. Proposed object should be connected to the exis-ting pool with a 50-meter track. Visitors could go from one place to the other without exiting the complex. Also included is the increase of indoor and outdoor parking. Around the complex a footbridge had been designed to connect all the sports facilities. The foot-bridge is intended for pedestrians and cyclists and is designed to avoid blocking car traffic. Main entrance to the aquapark is on the same level as the footbridge, on the 2nd floor. Visitors can go to the footbridge by pedestrian ramp, stairs or lifts. This complex will meet the requirements and current expectations of the visitors in the area. It will also increase the attractiveness of the entire territory.
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Steel structure of a multi-functional building
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this master's thesis is to design the steel construction of a multifunctional building in the cadastral area of Brno-Bohunice. Multifunctional building consists of two identical buildings - A and B. Floor plan dimensions are 40.0 x 40.0 meters and height of 33,8 meters. Both objects have the 1st floor of the overall height of 5,0 m, each additional floors 3,5 m. The plan shape of the building is a square 40 x 40 m with bevel in the corners with a length of 8 m. In the middle of the building is roofed atrium 8 x 8 m. The buildings are in the 5th floor connected with the enclosed footbridge with a length of 10.0 meters. The main structure consists of two buildings columns and girders. Columns are alternatively solved as the composite steel and concrete structures with closed section filled with concrete or concreted steel profile. The girders are made of castellated beams. Among the girders are embedded solid panel joists and girders, coupled with the composite steel and concrete slab. Spatial rigidity besides the composite slabs provide rods placed around the atrium and in the corners of the building. The main structure of the footbridge consists of two inclined arched beams on which is placed stringer of the footbridge.
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Static analysis of steel footbridge
Mareková, Adela ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
The subject of the bachelor thesis is static analysis of a steel footbridge. Two different models of this structure are created in RFEM 5.16 software. The first model consists only of the upper part of the structure, the second model includes also the bottom part – columns. The load is calculated manually and applied on both models in the same way. RFEM software was also used for performing the calculation. The results from models are compared between each other and ultimate limit state assessment is carried out.
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Pedestrian footbridge
Bílek, Radim ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this diploma’s thesis is design of the footbridge over Radlická street in Prague. Total length of the footbridge is about 90 m. Three variant designs were made with different systems of static construction. Based on the multi-criteria analysis, the most suitable variant was chosen. The variant A, a continuous truss beam, was chosen for detailed design. It is a truss footbridge with a lower orthotropic deck without a wind bracing. The stability of the upper chord is secured by frame stiffness of verticals and stiffness of the floor beam. Detailed static calculation includes assessment of load-bearing parts of the structure and assessment of welds. The structure is made of steel class S335. Assessment and dimensioning were designed according to valid standards ČSN EN 1990-1993.
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Arch structure footbridge
Machala, Zdeněk ; Glovina, Filip (referee) ; Nečas, Radim (advisor)
The subject of this master’s thesis is to design an arch structure of a footbridge. The bridge deck will be formed by a stress ribbon and could be divided into three parts. The middle part will be suspended (on the outer edges) on composite steel and concrete arches. Outer parts of the bridge deck will be formed by stress ribbons. The model of this construction is created in a computational program ANSYS and the solution is non-linear. The design is according to European standards.
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Plan curved arch footbridge
Trenz, Jan ; Romportl, Tomáš (referee) ; Stráský, Jiří (advisor)
The scope of thesis is to design a curved arch footbridge. The main structure consists of composite deck supported by steel arch. The focus is on finding optimal shape of arch and proper cross-sections of elements. Bridge is analysed according to limit states.
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The two-track railway bridge
Loučka, Miroslav ; Karmazínová, Marcela (referee) ; Puchner, Josef (advisor)
Master´s thesis describes the design of the railway bridge in Ústí nad Labem. Length of the structure is 200.00 meters, the height of the structure is 32.61 m and width of the structure is 12.10 m. Main structural system is composed of a spatial strut-frame structures. The bridge carries an important railway stations between Usti nad Labem Západ, Usti nad Labem Střekov. Part of the proposal is a footbridge for pedestrians.
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