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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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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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Bus station roofing
Buchníčková, Klára ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
This Bachelor Thesis deals with the design and assessment of the steel structure of the bus station roofing. The span of the structure in the transverse direction is 35 m, the length is 40 m. The maximum height of the roof is 16,8 m. The structure consists of trusses in the shape of a wave supported by solid columns. The distance between the main frames is 5 m. Due to the asymmetrical shape of the truss, the columns of the main frames have different heights - 14 m and 5 m. The construction is designed for the Brno area.
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Pearl Ústí nad Orlicí
Hyťhová, Martina ; Kyselka,, Mojmír (referee) ; Nový, Alois (advisor)
Main task of the diploma project is design of conversion strategy and revitalization of former textile factory PERLA 01 in Ústí nad Orlicí. The construction program consist conversion of existing building to cafébar, assembly hall, office space, shoping hall, bistro and craftsman´s workrooms. New building is infocentrum, gallery, textilmania, entrance hall of assembly hall, cycling shop, library reserve space and club centrum. The project design new square and public space.
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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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Apartment house Mánes
Alánová, Anna ; Žajdlík, Tomáš (referee) ; Šuhajdová, Eva (advisor)
The subject of the bachelor's thesis is processing of project documentation for the construction of an apartment building. This building is situated in an attractive locality of the Brno-Královo Pole district on a now unused property. The new construction of an apartment building would be the final element of the development of Mánesova Street and at the same time complement the disparate frontage line of Palackého třída. Problematic parking in this area is solved by placing the front part of the building on columns. Four parking places are situated between those columns. Other three parking places are in two separate garages on the ground floor of the building. It is a detached apartment building with five floors, in which there are seven residential units with layouts 2 + kk and 3 + kk. The foundations are solved by foundation pads and strip foundation. The first floor is a combination of reinforced concrete monolithic columns in front of the building and reinforced concrete monolithic walls. Other vertical structures are walled with clay blocks. Ceiling structures are composed of prestressed ceiling panels. Balconies, terraces and individual parts of the staircase are made of prefabricated boards. The roof structure is a warm flat vegetation roof. The building is insulated with the ETICS system above the first floor. The material and colour of the facade is adapted to the surrounding buildings.
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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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