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Brno Trade Fairs Future
Kaliariková, Beáta ; Hybská, Bohumila (referee) ; Sedláček, Michal (advisor)
The theme of diploma thesis is design of convention center situated in area of BVV Trade Fairs Brno. The location of designed buildings is reacting on surrounding buildings and important compositional axes.The convention center is crossing axis leading from historical entrance and its front glass facades open the view for dominant feature of hotel zone in south part of area.The convention center is designed as two three-storey buildings connected by bridge with sightseeing terrace and main entrance underneath. The bigger building contains main convention hall with a maximal capacity of 2300 people, two halls with a capacity of 500 and 600 people and other conference and meeting rooms with various capacity. The other building contains plenary hall with a capacity of 1100 in circular seating arrangement. The buildings are connecting to pavillions C and B, which provide spaces for opening and exhibiton parts of cenvention events. Designed convention center provides spaces for big diversity of conventional events thanks to its capacities and location.
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Boarding House
Karásek, Adam ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
This diploma thesis solves a project documentation of boarding house and contains appurtenances according to valid regulations. The house is as a detached house, without basement. It has rectangular size and is covered with a flat one coat roof and saddle roof with truss girders. The house has three floors with terrace. On the second and third floor is 14 guest rooms with social rooms. On the first floor is: pram room, bicycle/ski room, reception, utility rooms, wellness, restaurant, kitchen. In the house is designed a elevator. The house is brick with a contact thermal insulation system. Ceiling constructions are from prestressed panels. The house is designed on sloping terrain from south to north.
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Load carrying structure of multipurpose hall object
Prokešová, Pavlína ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of diploma thesis is to design and assess a multipurpose hall building in the area of Brno. The shape of the hall is rectagular with dimensions 30,0 x 84,0 m. Roofing stucture is disegned and assessed in three versiions. Variant A is designed as a sadle - type truss from the CSH profile. Variant B is designed as a square - type truss from the CHS prosile. Variant C is designed as a arched truss from the CSH profile. These versions are compared by weight, manufacturing complexity and appearance. Preferable version is processed in detail. The work also includes a static calculation of the supporting elements, joints and drawing documentation..
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Static analysis of the sports hall roof
Meissnerová, Sabina ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
The final thesis deals with structural analysis of the roofing of the sports hall. Computational model was created in the computational software Dlubal RFEM 6.04 according to the provided documents. The loads were performed in accordance with valid standards and the structure was assessed for the ultimate and serviceability limit state. Manual assessment calculations were compared with the software. The final thesis deals with the manual calculation of internal forces on a curved beam from the self-weight of the structure and the stability of the structure is demonstrated first on a single-sided fixed beam and then on the created spatial model.
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Theatre House in Přerov
Tichák, Tomáš ; Sýkora, Karel (referee) ; Barnat, Jan (advisor)
The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
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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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Reconstruction of the Building for Storage
Heger, Petr ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
The subject of this bachelor’s thesis is to design the extension of the steel structure of the storage hall. The task is to double the platform area from 18 x 18 m up to 36x18 m with the height of 7,5 m. It is required to use as much of existing profiles as possible. The structure is located in Znojmo. The original roof structure is made of truss girders with the segmently curved lower girdle. The span of main frame is 18 m and the axial distance of main frames is 6 m. All girders are pinned. In extended structure is used the plate girder. Spatial rigidity of the structure is made by wall and roof bracing. The static calculation of main load-bearing elements including joints and specific details was made for the structure. The technical report and drawings were specified by the supervisor. For design of the structure were used valid standards ČSN EN.
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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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Velodrom
Horký, Rostislav ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Diploma thesis deals with desing and static assessment of supporting steel roof structure of velodrom. Climatic load is determined for location of city Znojmo. The thesis consists of technical report with comparison of 2 options solution, technical report of chosen variant, static report of main supporting parts and chosen connections, bill of materials quantities and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA ENGINEER 17.01 software. Static report is created manually according to valid European standards.
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Farm house with riding hall
Pressburger, Tomáš ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
The subject matter of my Master thesis is a project of an agricultural building with a riding-hall located in Dolný Kubin in the Slovak Republic. This construction comprises from three consecutive buildings. The first single-storey building is designed as a horse stable, the vertical load bearing structures are constructed from a monolithic iron-concrete, a steel truss is designed as the load-bearing roof element, the roof is a sloping aisle roof. The second building comprises of a double-storey operational building with a flat roof, the load-bearing and non-load bearing system consists of a ceramic masonry POROTHERM and monolithic iron-concrete ceilings. The third building is a riding hall, where the load-bearing system consists of steel columns and a gable truss. The strip footings and plain-concrete feet are designed as foundation structures. The project emphasises the layout plan, thermo-technical properties and safety in use.
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