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Gmont Cable Brno
Hudečková, Simona ; Mikeš, Stanislav (referee) ; Nový, Alois (advisor)
The aim of the bachelor's thesis was the creation of individual parts of the project documentation – Documentation for Building Permits and Documentation for Building Construction. The project documentation was processed on the basis of the architectural study designed in subject AG035. The task of the bachelor's thesis was to design the G-mont Cable industrial factory, where cables will be manufactured. The area is located in the Brno-Slatina district. It extends over the Černovické terraces, it is the largest industrial zone in the Czech Republic. Currently, the land is registered as a brownfield of the former Roučka foundry. It is part of the Černovice terraces, the largest industrial zone in the Czech Republic. Currently, the land is registered as a brownfield of the former Roučka foundry. An important aspect in the design of the industrial factory was the connection of the current communication for supply to the new communication leading to the industrial hall and the appropriate orientation of the buildings to the cardinal points. The construction will be divided into an administrative part and an industrial part. These two parts will be connected by checkrooms for employees. All objects will be roofed by shading sunshades, which will optically connect the individual parts of the buildings into one building. The administrative part will consist of two two-storey buildings at different heights. There will be columns around both buildings, which will be covered with shading sunshades. The connecting building with the industrial hall will have only one floor and a terrace for employees will be available in front of it. The industrial part will consist of three halls at the same height as the administration. There will be a road around the industrial section serving freight traffic.
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Steel structure of industrial hall
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The bachelor thesis deals with the design of a main load-bearing steel structure of industrial hall with two overhead cranes. The floor plan dimensions are 24 × 60 m, height of building is 16 m. The main structure consists of pin-supported symetrical truss girders on columns with centre to centre spacing 12 m. The truss purlins are pin-supported on the girders. The columns are fixed in the lateral direction. Spatial rigidity of the structure is secured by system of bracing. The base material is steel of class S355.
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Industrial building
Michálek, Vojtěch ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
In the bachelor thesis a project for steel construction of an industrial hall in Brno area is developed. The extent of the ground plan of the hall is 30x63m with maximum height of 17,300m. The main load-bearing structural elements such as suspended purlin, truss bond timber, noggin pieces, solid-poles forming a cross linking with the bond timber, base and crane runway, are designed and considered in the static calculation. The statement of material and design documentation consisting of the design, cross-section, production drawing of a bond timber and selected details are part of the thesis.
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Steel Structure of Industry Hall
Kačírek, Michal ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of the bachelor thesis is to design a one-nave steel structure industrial hall in Jablonne nad Orlici with dimensions 63x30m and 15.0 m in height of the structure. In the hall, two overhead cranes with lifting capacity 32/8 tons and 20/5 tons are installed. The roof structure is designed in a variant of saddle roof with truss girder and truss purling with the function of the longitudinal roof bracing. The columns are solid panel fixed to the foundation pad. The main construction material is steel classed as S355. Spatial rigidity of the structure is provided by sway bracing and longitudinal bracing. Roofing is made of sandwich panels with polyurethane foam and trapezoidal sheet thickness of 0.9 mm. It is designed in accordance with the ČSN EN 1993.
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Industrial building
Kočí, Petr ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
Bachelor thesis deals with proposal of a load-bearing steel structure of a single-bay hall in accordance with the space arrangement of the building with span of 24 m, length of 63 m and 8,7 m height of a modular crane cantilever. Two bridge cranes are designed with a load capacity of 12,5t and 32/8 t. Essential load-bearing element of the building are transversal frames designed in 12m distance formed by truss girder and solid columns cantilevered at the plane of a transversal main frame. Roof panels are fixed onto the parabolic purlins. Hall is located in the Ustí nad Labem region.
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Construction Technological Project of a Heat Feeder in South Bohemia
Handlíř, Jan ; Hejl, Martin (referee) ; Mohapl, Martin (advisor)
The subject of the diploma thesis is a technological construction project of heat feeder on the hot water pipeline between České Budějovice and nuclear power plant Temelín. The main object is an industrial hall made of steel and brick administrative part. The hall is a steel structure clad with sandwich panels. The administrative part is single-storey building from bricks and has a flat roof. The construction also includes an access road with car park.
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Heating of Industrial Halls
Sovák, Nikola ; Vendlová, Lucie (referee) ; Topič, Jan (advisor)
This theses deals with large objects heating issue, more precisely, heating of industrial halls. The theses focuses primarily on the most effective way of heating, given the economical and hygienical functionality of the object. Heating options of the object and selection of the most appropriate one, according to the specified documents, are also mentioned in this work.
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Roof beam in the industry hall
Šnobltová, Simona ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis deals with the assessment of the existing roof girder in the industrial hall and subsequent outline of strengthening this construction. The girder is located in an industrial hall in Lanškroun and its original design is dated from 1998. Nowadays, cracks appear on the girder, therefore it is necessary to reassess it according to the current valid standards ČSN EN. The girder is appraised for the ultimate limit state, thus for bending and shear, and also for the serviceability limit state, thus for the pressure limit, width of cracks and transformation. Due to the fact, that not all assessments pass, hence a suitable structure strengthening with a MonoStrand prestressing strands is designed and the construction is reassessed again. For the control of a manual calculations of the internal forces on girder, was created a structural model in a program called Scia Engineer.
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Adaptation and modification of the industry hall
Benda, Lukáš ; Hejl, Jaroslav (referee) ; Klusáček, Ladislav (advisor)
The master’s thesis is focused on a design of reinforced concrete refabricated skeleton of the industrial hall. Object of the design are two internal traverse frames of the hall which consists of reinforced concrete truss, columns, girder and concrete flat foundation. Thesis includes working-out of static calculation, elaboration drawings of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analyzed.
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