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Rekreation center
Hugyecová, Aneta ; Pailová, Alena (referee) ; Maceková, Věra (advisor)
Diploma work is dealing with new building rekreation center for family recreation and catering. The object takes place on a flatland terrain. It is solved like a duplex, without basement and with a terrace on the second floor. The basics is made of concrete C16/20. The vertical support system is designed from blocks POROTHERM 44 Profi and 30 Profi, partitions from blocks POROTHERM 14 Profi and 8 Profi. The ceiling construction will be mounted from concrete ceiling panels SPIROLL. The object will be covered by flat roof.
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Family house
Pelc, Jan ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
Theme of this bachelor work is family house. The house is designed from POROTHERM wall system, there are two above grand and one under grand floors. The roof of the building is designed gabled. The house is situated on sloped land to the south side. Construction corresponds to the valid ČSN regulations.
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Nursery School
Václavek, Jaroslav ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
The topic of my diploma thesis is „A Nursery School with a Special Classroom“. It is two-storey building, partly cellared with a single-covering roof with parapets. As for supporting system there were used HELUZ two-way walls.The ceiling structure is made of Filigrán, a prefa-monolithic plates. The building is situated southward on slightly-sloping building plot. The whole construction and materials are in accordance with applicable standards of ČSN.
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Exhibition Pavilion
Očadlík, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main loadbearing elements was made by the Dlubal RFEM v.5.07 software. Selected structure elements, including joints and column anchors were verified manualy.
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The polyfunctional house
Fiala, Pavel ; Sedlák, Radek (referee) ; Benešová, Romana (advisor)
Subject matterś thesis is elaborate a project documentation for structural permission for a multi-functional building. Object is situated on the outskirts of town Třebíč. The property is slightly sloped to the south side. The basisc are made from contrete strips. The grand plan of the house consists from rectangles. The house is made by a brick technology of a ceramic blocks. The building is roofed with mono-pitched roofs.
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Hippodrome
Václavíková, Veronika ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.
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Autosalon TOPCENTRUM in Hodonín, implementation of carcass superstructure
Pecháček, Michal ; Nečasová, Barbora (referee) ; Kovářová, Barbora (advisor)
This bachelor thesis deals with a construction technology procedure gross superstructure of a car store TOP CENTRUM car in Hodonín. This object has got 3 floors. One of them is underground and two of them are above-ground. The interest area is located in a flat terrain in industrial zone. Supporting system of the building is formed by steel skeletons and supplemental supporting structure of POROTHERM blocks. Ceilings are formed by prefabricated prestressed reinforced concrete panels and also by steel construction. The roof supporting system is made up by trusses and purlins and aslo by steel beams IPE. The construction and technological study of the gross superstructure includes a technical report, plan of routes, technological instruction of steel vertical supporting system and selected part of roof system, plans of inspections and tests, resolution of the building organization, schedule and budget, machine list and occupational safety.
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Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
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Preparation of realisation gross superstructure of an apartment block named Francouzská in Brno
Křenková, Kristýna ; Mohapl,, Martin (referee) ; Šlanhof, Jiří (advisor)
This bachelor thesis deals with construction technology procedure gross superstructure of an apartment block named Francouzská in Brno. An apartment block has 7 floors. First floor is located partially below ground, becouse lobby area is located in very steep terrain towards the Francouská street. Wing unit is made up of mainly enclosure wall, interior transverse and longitudinal walls of the ceramic blocks Porotherm. Transverse and longitudinal supporting interior walls are produced of sheathing bricks Supertherm, which are located in 1.NP, 2.NP and partially in 3.NP, these blocks are sealed with concrete. Ceilings are designed as continuous strengthened concrete-steel monolithic desks. The staircase is designed as a monolithic reinforced concrete. This construction and technological study of gross superstructure includes technical report, technologic process of concrete-steel monolithic ceiling, plan routes, inspection and test plan, schedule, financial requirements, solution the organization of building up, assembly and machine safety.
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