|
|
The Family house in Štramberk
Kramoliš, Jan ; Berka, Pavel (referee) ; Donaťáková, Dagmar (advisor)
This bachelor`s thesis deals with design of family house situated in the cadastral area Štramberk, region Nový Jičín. It`s a detached house standing in existing resident area. It`s designed for a family of three. The house has two floors and detached outbuilding with garage. The roof is gabled. Family house its architecture fits into the traditional architecture typical town of Štramberk.
|
|
|
Family house
Bartolčicová, Alice ; Jelínek, Petr (referee) ; Hradil, Dušan (advisor)
Subject of the bachelor’s thesis is a newly built house. It is the construction of diffusion-open timber, based mainly on the ground screws. Floor plan of the first storey consists of two connected rectangles. The building consists of two floors and an adjoining garage. Roofing is done with a shed roof over the main living area and another shed roof over the garage. The advantages of the building are relatively small thickness of external walls with good thermal properties and fast process of construction. The house is situated in the village Miroslavské Knínice.
|
|
|
Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.
|
|
|
Timber Frame House
Juhászová, Michaela ; Hlásková, Michaela (referee) ; Králová, Zuzana (advisor)
This bachelor’s thesis deals with design of a timber frame house situated in the cadastral area Čechovice u Prostějova, region Prostějov. It is a detached house standing in existing resident area. It is designed for a family of four. The house has two storeys and inbuilt garage. There is the shed roof. It is designed as a timber frame construction with Rigidur boards.
|
|
|
Timber Detached House
Kozel, Tomáš ; Hlásková, Michaela (referee) ; Králová, Zuzana (advisor)
The aim of the bachelor thesis was to design a detached house with a garage. The building is solved as a frame construction. The detached house is roofed partly by a flat roof and partly by a hounch roof. When designing the object the accent of its funcionality was emhasized and the proposition of the energetically economic object.
|
|
|
Timber House
Kučera, Radim ; Vojta, Martin (referee) ; Šuhajda, Karel (advisor)
The aim of this bachelor’s work is design of new building of separate detached house. It is a timber house with a basement on the part of the ground plan, one ground floor and a flat sodded roof. The supporting part of walls creates column sandwich structure. The sheating is designed as a ventilated timber facade. The house is suitable for four-member family, with one person with limited mobility. The house is situated in Vřesina, site n. 778/55, cadastral unit Hlučín. The subject of seminar paper is “Vegetative facades”, and it is a separate supplement of bachelor’s thesis.
|
|
|
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.
|
|
|
Detached house with a design office
Bednář, Jiří ; Ing.Tomáš Brückner (referee) ; Kacálek, Petr (advisor)
The aim of my bachelor thesis is a project of a new detached house with a shop at a level of the documentation for the structure realization. The building is partly basement with two above-ground floor and a flat roof. The structural system of the basement part is made up of permanent shuttering and the above-ground part is made up of timber frame. The project of the building is in accordance with the development plan of Příbor and with the current street built. The work puts great emphasis on layout including security of the construction in terms of statics, architecture, energy savings and safety at utilizing the structure.
|
|
|
Information Centre
Kovář, Jindřich ; Štrba,, Michal (referee) ; Barnat, Jan (advisor)
This bachelor thesis is concerned with the static project and the consideration of the carrier steel construction of the information centre that means the two-storeyed building with the 24 x 24m extent. The project is solved by two options. In both cases, the steel basis with components united by articulated joints is concerned. These are pillars, supporting joists and ceiling beams that are composited with a concrete desk so that they ensure the position stability in a horizontal direction. The both options differ from each other by the position stability method in a vertical direction. In the first case, the vertical clamps avoid the deformation. In the second case, two frame constructions are designed for both yawing directions. The result was the choice of the first method that is discussed in a more detailed way further.
|
|
|
Formation and development of timber structures
JELÍNKOVÁ, Michaela
The theoretical part describes the wooden structures from prehistoric times to the present. Development of wooden buildings is aimed at building to housing andconstruction systems for individual wooden buildings. The practical part includes one selected component (technology) system that is usedcurrently in practice. The chosen technological system is designed for professionalschool in the form of lectures.
|
guest ::
