|
|
Design of the steel structure in building for climbing wall and its facilities
Koiš, Matej ; Pešek, Ondřej (referee) ; Bukovská, Pavla (advisor)
The subject of this bachelor thesis is the design, assessment and creation of structural model of steel load-bearing structures of roofing and climbing wall in the building of university climbing centre situated in Pardubice, while applying BIM principles. During processing the thesis, it was necessary to cooperate with students of other professions, who were part of the shared bachelor thesis. The building of climbing centre has four aboveground floors and one underground floor and is divided into two parts – hall with the climbing wall and hinterland. Steel roof structure has 12° incline and functions separately above both parts of the building. The structure is composed of steel roof beams of I sections and on the part above the hall it was necessary to add the stabilization reinforcement. The construction is anchored to the concrete periphery and inner load-bearing walls with the anchoring bolts. In the part of the roof above the hinterland, there is an entrance to the terrace and so a steel lintel must have been added. The roof structure in this part is connected to this lintel with screws. Climbing wall situated in hall is 16 m high and is made of two climbing profiles and contains hollow square and circular sections complemented with log rods. Climbing wall is anchored to the concrete slab by chemical anchors.
|
|
|
Roof Construction implementation of Planetarium in Prostějov
Stancheva, Karina ; Venkrbec, Václav (referee) ; Nečasová, Barbora (advisor)
The subject of the bachelor this is the realization of the roofing stage of the new planetarium in Prostějov. In this work, technological processes related to the implementation of the truss, covering works, carpentry, plumbing, welding and finishing works in the form of roof insulation and installation of the supporting structure are solved. The design of the truss is specific to the different slopes of the roof plane, including the connection of the flat roof to the cupola. The content of this work is the Technical Report, transportation of materials and transport relations next to the construction site, technological regulations for the implementation of work, Technical Report of the construction site equipment, design of the machine assembly, inspection and test plans, work safety solutions, timetable, itemized budget, and thermal technical assessment of the structure, scheme of the construction site equipment.
|
|
|
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.
|
|
|
Load-carrying structure of assembled family house
Návarová, Michaela ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this thesis is the static design of load bearing structure of a flat-building. The flat-building is designed as a two-floors building with cock-loft. The ground plan of the house is 15,04 x 16,74 m, the height is 9,25 m. The house is considered as II. snow area and II. wind area. The load bearing structure is designed in two variations. In first variation is designed load baering structure of the house by steel thin-walled sections, in second variation is designed by timber sections. In both variations load bearing structures is made of columns, garlands, ceiling beams and roof truss.
|
|
|
Museum of warfare
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the Bachelor thesis is the design and assesssment of the steel (load bearing) structure of the future museum of military equipment. The building, with passageway for the visitors, is going to serve museum for garaging medium and heavy equipment. The framework is constructed by connection of abutment pillars placed in the distance of 10 m and roof girders with haunches. Construction is designed to have mono-pitched roof created by 5,36 m long pillar and 6,4 m long pillar connected with girder. In the endwise direction the frames are in the distance of 6 m. The construction is specific by its plan. By its cranking at the end of the first wing under 45° angle there is created smaller interstice. At the end of the interstice is another 45° angle cranking connected to the second wing. Thanks to the cranking between the wings the first wing extends endwise and the second extends crosswise. Another specifics are gate constructions placed on the side of the higher pillars. The gate is intended for enterance and exit of the military equipment to be placed for an exposition in the museum. The framework is designed by norms ČSN EN for the ultimate and serviceability limit state. As the main material used for load-bearing elements was steel S355.
|
|
|
Revitalization of the building -Jaroměř
Kopecký, Marek ; ing.arch.Klvaňa Jiří (referee) ; Eliáš, Luboš (advisor)
The project prepares reconstruction of old factory hall for new elementary music school in Jaroměř. The building is located in the city center with good transport links. Maintaining existing supporting steel structure and masonry perimeter walls allows generous use of space and innovative internal structure. Building equipment includes all fields of art and is designed for a capacity Jaroměř city and vicinity. Thanks jednopodlažnímu solution is an object conceived as partially disabled. Documentation is prepared on the documentation for building permit.
|
|
|
The Footbridge
Volejník, Petr ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
The theme of this thesis is the design and assessment of the supporting structure of a footbridge over the river Svratka in Brno. Span bridge is 40 meters and width of 4.2 meters. The bridge is located in the administrative area Brno - Bystrc.
|
|
| |
|
| |
|
|
Planetarium
Sokolová, Eva ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The master’s thesis object is to create a design of a load carrying steel structure planetarium. Its ground plan dimensions are 36,1 x 49,0 m. The planetarium hall’s roof is designed with system of trusses and purlins. The projection hall’s roof consists of ribbed cupola with radially arched ribs. The stiffness of the whole construction is ensured with bracings. The walls of the whole object are composed of columns, rails and bracings.
|
guest ::
