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Analysis of structure using stages calculation
Čejková, Eva ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
Bachelor thesis deals with the roof structure, its static assessment and analysis phases of construction. It is a roofing tennis hall parabolic trusses, which are formed from steel. In the hall there are three tennis courts and space for an auditorium for spectators. The entire structure and calculations are processed in a static software RFEM by the Dlubal. Only the load cases are calculated manually.
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Concrete structure covered parking for apartment buildings
Vyhnalíková, Kateřina ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of diploma thesis is a design and an assessment of selected structural elements of one floor in monolithic concrete structures serving as covered parking for an apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with software results. It also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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Exhibition Gallery
Železná, Radka ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This master´s thesis is deal with desing of steel structure of exhibition gallery. According to the task have been design of new structures in accordance with applicable standards. The desing of building came frome several studies.
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Multipurpose facility Olomouc
Ocelík, Tomáš ; Klvaňa, Jiří (referee) ; Eliáš, Luboš (advisor)
This thesis is focused on designing a new multipurpose building with parts used for apartments, administration offices and a bar. The land, which the building is situated on, is located in the city of Olomouc. The structure consist of five above-ground floors and one underground floor, where a garage is designed. The vertical supporting construction are made of reinforced cast-in-place concrete columns, the horizontal of reinforced concrete cast-in-place boards, other vertical walls are made of sand-lime and aerated concrete blocks. The roof is warm flat.
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Airport Hall
Kulichová, Jana ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The construction of the concourse is designed from steel.Construction was designed in 2 variants.The construction of the hall is radially curved in plan view with a circular sector on the longitudinal side.Roof structure consists of eight trusses at an axial distance of 9 m.Tracks are arched truss designed as a parallel.Trusses are designed to span 40m.Maximum ground clearance hall at the top is 14 meters.Letištní hala byla řešena v programu Scia Engineer 2014 a součástí je i výkresová dokumentace.
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"Centrum" Department Store in Brno
Dvořáková, Zuzana ; Sznapková, Radka (referee) ; Vojtová, Lea (advisor)
The subject of the thesis is an architectural study of the reconstruction and extension of the "Centrum" department store in Brno. It is a dominant building designed by the famous czech architect Vladimir Karfík, which is located at the Urban Conservation Area Brno. Object wasn´t realized with the full extent of the original proposal, so in the project is planned a completion of it. The new solution respects the historical quality of Urban Conservation Area Brno with a concurrent view of the location on the lucrative land in the city center. The architectural concept is based on a return to the original idea of the architect and the addition of my own creative contribution within the extension of the new floors. Draft of the extension is intended so that the individual parts of an object communicate with each other, but they are easily recognizable as well. This idea was filled by both parts linked together visually by horizontal lines and ripple, which is used on balconies of the extension and behind the facade of the current building by shielding walls. However it is emphasized the contrast between an enclosed mass and a free-flowing space. The existing part of the building is used especialy as a leasable area of trade and services. On the upper floors there are areas of administration. Furthermore, there will be a restaurant and cafe with exhibition galleries and apartments are designed on the new added floors. The building is adapted to use by person with limited mobility. Newly added uses in the object will increase the attractiveness of the building and its surroundings.
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Sports hall with facilities and restaurants, Valašské Klobouky
Naiser, Jaromír ; Šteffek, Libor (referee) ; Kacálek, Petr (advisor)
This thesis covers brand new detached sports hall with facilities and restaurants in Walnut Klobouky. Sports hall has a floor partly sunk below the surface, contains grandstand for 340 spectators. The second part, ie background sports hall is in the basement, the ground floor is a restaurant kitchen. The building is designed in plan shape of two rectangles. The roof is gabled and desk. Cladding the halls are ventilated, part of the facilities and restaurants are contact-insulated. Staff restaurant facilities are located in the floor, engine room ventilation are 3, in the hall, first underground floor and first floor. The heat exchanger is designed, which is applied hot water. The finish consists of ceramic tiles in the lobby is used double wood board flooring. The supporting structure consists of prefabricated unit first underground floor SPIROLL.
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Administrative building of South Moravian Gasworks
Žwaková, Vendula ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this Master’s thesis was recalculation and design two variants of existing supporting steel structure storey administrative building which is located in the complex of Jihomoravská plynárenská a.s. in the city center of Brno. Dimensions and disposition based on the specifications of the Master‘s thesis. The total height of the structure is 29.46 m and circular platform has a diameter of 16.088 m. The supporting structure of an existing building consists of circumferential lattice structure. The main supporting elements of both variants are columns. Option A has 8 columns. Option B has 16 columns. These two variants were preliminarily designed and statically evaluated. After that was made a comparison of variants, and one was selected for more detailed processing (Option A). This included the calculation of anchorage, draft of mounting joints, technical report and drawing documentation.
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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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Multi-purpose sports building
Mešťan, Vojtěch ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
The objective of this Master´s thesis is to create and examine two versions of the project for a bearing steel structure of a multi-purpose sports building) in Polička. The multi-purpose sports hall has dimensions 33 x 48 metres with a terraced floory part that has dimensions 18 x 24 metres. The hall is made of cross-links from lattice truss placed on fixed columns. The structure ridgidity is by wind braces. The storey part is made coupled steel-conrete slabs attached to the columns. The ridgidity of the storey part is provided by lattice braces in traverse and longitudinal direction. The thesis in its detail focuses on individual parts of the construction and is carried out in compliance with the Eurocodes
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