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Trade House
Čierny, Juraj ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15.
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Multi-storey building
Hasil, Tadeáš ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The subject of the bachelor´s thesis is structural design multi-storey building a department store. The structure is designed for the site Brno.Static calculation is solved by a combination of manual calculation and calculation using software R-STAB.The steel structure is placed between the reinforced concrete towers.The purpose of reinforced concrete is vertical transport. Transversal course is dividet to 6,0+3,0+6,0=15m.Longitudal course is dividet to 9x6,0m = 54m
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Production site ITAB Boskovice - rough upper construction
Panáček, Jakub ; Dvořák, Miloslav (referee) ; Biely, Boris (advisor)
The main purpose of this dissertation is to design and describe technological stage of rough upper construction of production hall, which is part of production site ITAB. It focuses on the budget, work schedule, providing of energy sources, appropriate setup of temporary objects on the construction site and creation of the effective construction procedure. Result of this work represents possible construction progression with focus on the construction speed of the steel structure.
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Kapitulská street 22, Trnava
Szakácsová, Diana ; Mašek, Radomír (referee) ; Marek, Jiří (advisor)
The aim of this diploma thesis is to find proper use of object at Kapitulská 22 street in Trnava, Slovakia. Object is located in the close city centre, in its historical context. According to this I tried to keep current character of place and add new function which will use its potential. In line with current escalating problem of oncological diseases I decide to built there Maggie’s centre – community centre for people which suffer from an kind of it. Centre provides them with a platform where they can meet, change experiences and spend time during activities which is fitted to them. Peoples can find there professional psychological help and support from people with same destiny. In my design I use current object which is faced to street as service part with accommodation of clients. To this part I added community centre itself. Centre is separated into five modules which are connected by main corridor. Everywhere between this module if designed gardens and whole this area is roofed by transparent construction to keep it usable whole year.
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Office Centre
Ďureje, Andrej ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
The content of diploma thesis is designing, project development and static estimation of the supporting steel structure in two different variants of the atypical office building (business center). The object is located in densely built-up location in the Brno. The building is designed as a seven storey. The entrances to the above ground floors are designed from balconies, which are roofed and situated on the edge of the object. The footprint dimensions are 57,6 x 57,6 m. Variants are compared based on weight and size of the coating surfaces supporting construction of the object. Drawing documentation, static calculation of joints and details of the construction are processed for the best variant.
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Shopping Centre
Altoff, Tomáš ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis is deals with design of steel structure of a shopping centre. The object is situated in the Ostrava and has a rectangular and semicircle ground plan. The total ground plan dimensions are 72,5 x 55,0 m. The maximum height of a building is 18,75 m. The object has three storeys above ground. The material of main construction is steel grade S235. The ceilings are constructed from a steel-concrete beams. The roof above central part of the object has shape of a circular arch; above the other part of the building is a pitched roof. The design of main structures was made for two variants. The design of connections, anchorage and drawing documentation were made for the preferable variant.
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The Roofing of the Sport Multipurpose Hall
Koteš, Mário ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
Main task of this thesis is to design a roofing of multi-purpose sport hall. Multipurpose sport hall has a floor dimensions 48 x 35 m and is 16.0 m high. The hall is composed of cross-linked steel girders saved on rolled profiles of columns, which transmit loads into concrete pile foundations. Gable roof has a slope 7° and it is hidden behind a parapet which consists of steel square profiles. The construction consists of thin-walled purlins made by the company Voestalpine. Rigidity is ensured by steel elements in the plane of the roof structure in the longitudinal plane and gable walls. The thesis is carried out in compliance with the Eurocodes.
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Steel structure of airport hangar
Kuba, Michal ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is design and assessment of the steel roof structure of a airport hangar for sports aircrafts in Zlín. Ground plan dimensions are 36 x 78 m. The main supporting system is composed of truss girders. On the one side the truss girders are pinned on column, on the other side they are pinned into foundation. The truss girders are arc-shaped, with structural height 1,5 m. Distance between main structures are 6 m. Construction is designed as system without purlins. Bars of the steel structure are from rolled profiles and are designed according to current standards. Supporting elements are designed from steel of class S 355 and S 460.
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Steel structure of sportshall roof
Altoff, Tomáš ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor thesis deals with the design and static assessment of steel structure of sports hall roof. The object has a ground plan in the shape of a rectangle. The length of the sport hall is 58,5 m, width of structure is 44,0 m and the height is 13,995 m. The object is situated in the Ostrava city. There were done three variants of the hall. One of them was assessed in detail. The supporting structure is made up of lattice trusses in the shape of the circular arch. The main structural element is steel grade S235.
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Steel structure of store building
Ďureje, Andrej ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Content of this thesis is design of the steel construction of warehouse and his static assessment. The construction of the hall is designed as double-aisled. Ground plan dimensions of the hall are 50 x 60 m. Construction is formed by planar cross-linking. Tentative design of the construction is solved in two variants, which are compared on the basis of the size of paint surface and weight. The winning variant of the construction includes the complete static analysis of supporting elements, solving of connections, details and drawing documentation.
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