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Production Hall with Administrative Building
Dolníčková, Andrea ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The subject of this diploma thesis is design and check of two steel structures. A production hall with a floor plan dimensions 24x50 m and an administrative building with floor plan dimensions 54x30 m. Both buildings are situated in Prostějov. The structure of the production hall has a roof pitched at 12%. The main frames have 6 m centre to centre spacing. The design of the production hall is processed in two options. The administrative building has 4 floors. The floor structures are made of composite steel and concrete structure. The structure is stabilized by vertical bracings in both directions. The computational model of both structures was built up using SCIA Engineer software.
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Office Building
Poláček, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
Master's thesis is follow up with the disign of the load bearing structure of a office building. The building is designed for the area of Svitavy. The plan's dimension are 54,0 x 54,0 m. The objects has 10 floors. Load-bearing structure is disigned in two variants. In the variant A is centre to centre spacing 6m, in variant the B it si 9m. The coulomns and floor structure are composite steel-concrete. Thesis includes drawings.
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Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Riding hall
Poláček, Petr ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
Bachelor thesis with the disign of the steel load-bearing structure of riding hall. Trackway area has plan dimension of 25 x 60 m. Span of main frame is 36 m. Main frame are distanced 9 m. The hall is 10,5 m hight. The structure is design for the area of Svitávka near Letovice.
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Outbuilding to sport hall
Matějková, Pavla ; Pešek, Ondřej (referee) ; Barnat, Jan (advisor)
Bachelor's thesis contains a design of steel structure of a outbuilding to sport hall placed in the city of Lanškroun. The ground dimensions are 36.0×20.0 m, the height of the ridge is 10,0 m, the roof if arched. Inside the building there is a built-in structure with a 18.0 x 20.0 m ground dimension. The ceiling structure is designed as a composite steel and concrete structure with a trapezoidal sheet, mounted on a system of primary and secundary beams that are vertically mounted on pin-suported beam. A structural material of construction is steel S235 grade.
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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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Administration Building
Frieda, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.
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Steel Load-bearing Structure of a Museum Exhibition Gallery
Guziur, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.
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Systems of mechanically fastened flexible roof waterproofing membranes
Stodůlka, Jindřich ; Plachý, Jan (referee) ; Petříček, Tomáš (advisor)
The aim of this thesis is going to concentrate on the issues associated with the technology of mechanically anchored coating waterproofing of roofs. Today the mechanical anchoring belongs to the most widespread way of how to stabilize the layers of roofing material against the effects of wind uplift particularly in indoor buildings. However some malfunctions occur more and more frequently which cause leaking into the constructions or even the destruction of the whole roof in the worse cases. The practical part of this thesis is going to concentrate on the fasterners which belong to the most important elements of the mechanical anchored system. The aim of the experimental measurement is to draw a comparison of the quality of fasteners which are distributed on the Czech market. Thereafter the obtained figures are going to be compared with the theoretical calculating procedures according to the valid designed standards.
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Administrative building Brno Hlinky, implementation of facade and roof cladding
Dušková, Lucie ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
The subject of this Bachelor thesis is offering solution of technological steps roofing and cladding of an office building in Brno, Hlinky. It is a two storey building, partial basement, the overall module dimensions 9.4 x 37.5 m. Main supporting skeleton consists of roof trusses and ceiling beams that are attached to poles. The roof is purlin, load-bearing layer is trapezoidal sheet, which is on the top flange purlins. The walls are self-supporting, walled. Roof cladding is insulated with layer of polystyrene, the main waterproofing layer is mPVC film. Most of the cladding is designed as external thermal insulation composite systems with ceramic tiles, part of the facade on the west side of the building is made up of wood paneling with an air gap.
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