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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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Bridge over the Olše river in Návsí
Mendroková, Magda ; Nečesal, Petr (referee) ; Marván, David (advisor)
The diploma thesis deals with design and assessment of steel arched bridge with the semi through bridge deck placed on the third-class road. This steel structure is drawn up to bridge water barrier – the river Olše in Návsí. The distance between axes lay on abutments is 48,5 meters. The bridge´s supporting structure consists of two steel arches angled towards each other and fastened to the foundation blocks. The supporting beam of the bridge deck is tied to the arch by tie-rods. The tie-rods are designed to the V-shaped system.
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Pedestrian Footbridge over Railway Station
Hurych, Marek ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The diploma thesis deals with design of loadbearing stell structure of a footbridge across the railway station. Footbridge is situated in the city centre of Brno with total length of 135 meters. For comparison, three bridging variants are predesigned and a varints comparison is made. The selected option was developed in greater detail. It is an arched structure with a semithrough bridge deck and adjacent span with support of oblique column. The main loadbearing structure consists of a pair of pin-supported arches inclited to each other at an angle of 11°. Arches support beams with susperder, the beams are conected by ortotropic steel deck. All load-bearing elements are designed from S355 stell. Spatial rigidity of the structure is ensured by tilting of the arches and by truss bracing at the top of the arch in combination with rigid struts of arch. Spatial rigidity of the superted deck is ensured by ortotropic steel deck.
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The multipurpose hall in Tábor
Tomeš, Martin ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
In my project I focused on the design of the sports hall in Tabor. As the main construction material was used glued laminated timber. the associated structure was used steel. the structure has a span of 45 meters and a length of 60 m, height of 15.5 meters. For a given type konstruckce I decided for economic reasons to curved beams of glulam supported at the ends.
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Station building in Vsetín
Mičola, Jan ; Pilgr,, Milan (referee) ; Šmak, Milan (advisor)
The master's thesis deals with the steel structures in building industry. The aim of this paper is to propose and statically evaluate the load-bearing steel structure of railway station in Vsetín. After solving the construction load by the roof cladding and external cladding, it follows by an assessment of individual elements of construction, including an assessment of their joints. From a static perspective, the roof structure consists of two diagonal arches which are joined into each other in the top and two longitudinals frames. The entire structure is designed with an emphasis on freedom of internal layout independent of the load-bearing structure.
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Steel load-bearing structure of a car showroom
Junek, Lumír ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
THE AIM OF THE WORK IS THE PROPOSAL OF A CARRIAGE STEEL STRUCTURE OF AUTOSALON. MAXIMUM DIMENSIONAL DIMENSIONS ARE 48.0 M X 24.0 M. THE TOTAL HEIGHT OF THE STRUCTURE IS 9.125 M. THE MAIN STRUCTURE CONSTRUES A DRAWING SHAPE FRAME WHICH IS STRAPED ON THE COLUMNS. ROOF TREATMENT IS CONSTRUCTED WITH SENDING PANELS. PRIVATE AREAS PROTECT
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Teaching-space paradigm
Behro, Daniel ; Maršíková, Hana (referee) ; Sládeček, Svatopluk (advisor)
What should the current area of higher education be like? And what should be the space for creative work? Is the type of teaching reflected in the school building itself? I wonder if, for example, the Faculty of Social Studies would be made up only of social spaces? If the Faculty of Mechanical Engineering were to look like a hall for the production of automotive components, what would the Faculty of Legal Studies look like? And what about the Faculty of Architecture? Does the appearance and quality of the building determine the appearance of the projects created there? Does its structure affect the next generation of architects? Or should it be as clean and white as canvas before the first stroke of the brush is projected on it? I deal with both assumptions: the building as a pure paper, which gives freedom for creativity and does not limit the mind, and on the other hand, matter, structure, space, which shows what architecture can do. I prefer freedom of choice, which is why I want to describe both approaches in the proposal. Open-space free layout versus firmly defined closed studios. Artistic space, free versus technically and rationally defined space. Virtual space versus space of unchanging matter.
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City of Havířov Traffic Terminal and Area in Front of the Railway Station
Řezníček, Josef ; Tušer, Jaroslav (referee) ; Koutný, Jan (advisor)
The main task of this thesis was to deal with the specifics of the location so that the newly proposed structure had the potential for sustainable development of all its features. In future space transport terminal station does not arise only an end in itself, but mainly there is created an interaction point, which results in a value and attractiveness of the surrounding land. Ultimately, this process has lead to a zcelení city, to enhance its attractiveness and the external and internal view of the city itself.
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Arch bridge across the expressway
Vaněk, Štěpán ; Štefan, Petr (referee) ; Nečas, Radim (advisor)
The objective of this theses is arch bridge design over the expressway. Bridge is consist of bridge deck, which has three pillars and composite arc. The Bridge deck is on the edges fixed into the foundations and in the middle adherent on overhead cables. The bridge is carried by combination of strands and aerial cables mounted on reinforced concrete arch. Overhead cables are slant due to the transverse direction of the bridge in the longitudinal direction is in the direction of the arc. Model of the construction was made in a calculated program SCIA ENGINEER 2011. The designe is in accordance with applicable standards.
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Sport Centre Královo Pole
Kouřilová, Monika ; Teplý, Vladimír (referee) ; Odvárka, Antonín (advisor) ; Pěnčík, Jan (advisor)
Design of building is one solitaire two-floors object. The main purpose of design was effort to conect all required functions. The shape of the building is derived from the shape of the rink. The total mass consists of two rounded raising shapes which are indented. The first shape represents the inner side of the rink which starts with an access ramp and ends with the final terrace at a café. The second shape copies the first one with the fact that it is increased for one floor from the very beginning of rising. The building is situated in the northwest side, which is the most visible side from the access communication. The entire building is covered in perforated sheet coat. Moreover, the coat graphically illustrates stylized crystals of water - ice. This page therefore demonstrates the secret of the shape, height and colour of the object.
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