|
|
Timber structure of a mountain cottage in Stary Smokovec
Petrášová, Dominika ; Barnat, Jan (referee) ; Bukovská, Pavla (advisor)
In my bachelor thesis I elaborated a design of a load-bearing wooden skeletal structure of a mountain cottage, which is located in the village Starý Smokovec. The designed construction has a "T"- shaped floor plan and is covered with a saddle roof. The axial distance of the frames is 4 m. The floor plan dimensions of the main part are 28x16 m with a height of 15,4 m and the entrance part 12x7,5 m with a height of 13,73 m. The supporting system consists of continous columns to which bushings are connected in the transverse direction. The roof is designed as a purlin system. The transmission of horizontal loads is ensured by lattice stiffeners formed of steel rods. The wooden structure was modeled and assessed in the calculation program SCIA Engineer 19.1.
|
|
|
Hall with multipurpose utilization
Brašeňová, Veronika ; Balázs, Ivan (referee) ; Bukovská, Pavla (advisor)
The aim of the bachelor thesis is to design and assess the roof structure above the hall with multipurpose use. The hall will be used as a space for family celebrations and weddings. The building is located in the village Liptovská Sielnica. The construction is designed as a saddle roof, on a rectangular floor plan with dimensions of 16,9 m and 34,6 m. The main supporting system of this building consists of structures reinforced with collets. In the longitudinal direction the stability is provided by the system of purlins and steel bracing. The construction under the proposed structure is made of concrete walls and the gable wall is glazed and supported by columns.
|
|
|
Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
|
|
|
The roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
|
|
|
Timber framework of family house in Protivín
Kučerová, Michaela ; Buchta, Stanislav (referee) ; Bukovská, Pavla (advisor)
The subject of this thesis is the analysis of load bearing timber structure of a family house. The house is designed as two-floor building. The plan dimension of the building is 11x8m and the height is 7m. The load bearing structure of the roof is designed by timber counter truss. The load bearing structure is designed from timber columns with dimensions 60 x 120mm, which form a spatial system in plan grid 625mm. The house is situated in South Bohemia in the city Protivín.
|
|
|
Family house with timber framework in Ostrov by Příbram
Ryšavá, Iva ; Barnat, Jan (referee) ; Bukovská, Pavla (advisor)
The subject of this thesis is the design and static assessment of timber load bearing structure of the family house with two floors. The basis for the design is architectural and layout design. The dimension of ground plan is 13 x 7 meters and the house is 7 meters high. The load bearing structure of walls is formed by columns with rectangle cross-section, the truss is designed as a purlin system. Climatic loads are considered for the village Ostrov by Příbram.
|
|
|
Multipurpose barnbuilding
Janírek, Karel ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The content of the bachelor thesis is a proposal and evaluation of the timber construction of multipurpose barnbuilding. It is used for breeding and presentation of animals, especially horses. The building is situated outside the urban area near the Jeseník municipality. Plan dimensions of the hall are 25,0 x 44,0 m. Height is 12,5 m. It is a curved construction of glued laminated timber. The hall is made of 12 cross – binding – triple joint arches in the shape of circle. Individual cross – binding are distanced 4,0 m. The stability of the whole construction is toughened by 3 areas of bracing. Plan dimensions of the stable are 7,0 x 64,0 m. Height is 4,515 m. Construction of the stable consist set of 17 frames of glued laminated timber, distanced 4,0 m. The stability of the whole construction is toughened by 2 areas of bracing. The calculations were made in compliance with the Czech technical norms ČSN EN.
|
|
|
Multipurpose Sport Building
Trávníček, Jakub ; Bukovská, Pavla (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the design of the construction of multipurpose sport building. Hall ground plan dimensions are 30 x 48 m. Height of the hall is 17 m. Sports building is designed in the Brno locality.The load - carrying construction system consistis of a transversal truss beams composed of tube profiles.Transversal beams are supported by joint bearings. The calculation was done in the Scia Engineer software.
|
|
|
Furniture shop
Richtrová, Pavla ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The aim of this bachelor thesis was to design and assessment of the key elements of the supporting structure of the furniture store. Glued laminated timber of GL24h class was designed as the main material of the supporting elements. The construction is symmetry square layout 30x30 m. The roof structure has the shape of a pyramid with a slope of 15°. The top of construction consist of the corner rafters installed on the corner columns. The main reinforcing elements are columns and rungs, which form stiff knee and ensure the stability. Roof cladding is considered of the panels of insulating glass for the upper half and metal tiles for the bottom half of construction for the calculation. External cladding is designed of sandwich walls. Detailed composition roof and external cladding were not resolved within the work. Bachelor thesis consists of a static calculation in which the individual cross sections and their joints including anchoring are assessed, technical report and drawings.
|
|
|
Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
|
guest ::
RSS feed.