|
|
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.
|
|
|
Car show room in Olomouc
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is structural design of a car showroom building in Olomouc. The layout dimensions are 16 x 37 m, the roof is designed as a 5° slope half span roof with cantilever hanging of 6 m. Roof layout dimensions are therefore 22 x 37 m. The object is designed as a two – storey building with two levels of second floor. Maximum height of the structure is about 9,0 m. The design is based on a study of two materiál variants – timber and steel structure. More suitable variant was chosen and following drawings, structural design report and technical report were processed. Main structural system is designed as a one rigid corner column – girder connection, 6 m axis dimensions. Main structural material is a glued laminated timber, completed with coniferous timber and steel elements. The roofing is supported by rafters which are connected to the main roof truss. Bearing element of floors is a Novatop Element structural systém. The spatial rigidity of structure is ensured by steel stiffeners. Structural analysis was carried out by finite element method in software Scia Engineer 21, where the design of the basic elements for ultimate limit state and serviceability limit state was made. Connection design was processed manuály and with software Idea Statica and Hilti Engineering Suite.
|
|
| |
|
|
Detached Family Residence
Mikuš, Martin ; Vávra, Petr (referee) ; Vajkay, František (advisor)
The subject of this work is the design of a detached family house in area Nove Domky near Jihlava in which natural construction materials were used. Instead of concrete or bricks, this building is designed with materials such as straw, rock, timber, clay, hemp or sheep's wool. Furthermore, the work deals with methods of plumbing, electrical installations and heating. The possible utilization of natural energy resources or ecological processing of waste were also taken into account. The conclusion contains the financial comparison with a building where traditional and industrially produced materials are used.
|
|
|
The Structure of the Atypical Family House in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of master’s thesis is design and assessment of steel load-bearing construction of atypical family house in Vrchlabí. Structure is designed as multi-storey steel structure, cooperating with stiff concrete core. The design was considered in four different options which combines possibility of using steel, steel and timber with different way of stiffness for whole structure. There is also composite steel-concrete alternative floor trimmer for selected option. Design and assessment was conducted in accordance with the applicable standards and by using software Scia Engineer.
|
|
|
The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
|
|
|
Building survey and evaluating the state of construction
Kolláriková, Simona ; Anton, Ondřej (referee) ; Heřmánková, Věra (advisor)
The diploma thesis deals with building survey of the New synagogue in Velké Meziříčí. It is focused on diagnostics of timber structures using non-destructive and semi-destructive testing methods, such as visual inspection, moisture content measurement, penetration depth of a steel pin measurement and endoscopy. The aim of the thesis is to evaluate the condition of the timber structures according to the results of the building survey.
|
|
|
Mountain pension
Landecký, Tomáš ; Burianová, Lenka (referee) ; Kacálek, Petr (advisor)
The objective of this thesis is to create the documentation for building construction. Designed building is a mountain guesthouse. Building plat is located in the cadastral Poteč. Project documentation has been prepared in accordance with applicable laws, regulations and standards. The object is designed as one floor building with basement and residential loft and is fitted in sloping terrain. The building is shaped in layout L with the longest plane dimensions 40,11 x 39,05 m. Foundations are designed as strips of plain concrete. The building is designed as a wall support system. Wall system is combined of shuttering blocks filled with concrete, ceramic brick blocks and wood timbering. Roofed building is realized through the roof with a vertical stool. The ceiling above the ground floor is designed as a reinforced concrete slab ceiling and above the first floor as the timber.
|
|
|
The Structure of a Viewing Tower in Javorníky
Kadlček, Dan ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.
|
|
|
Low-rise Timber House
Doležal, Lukáš ; Bečica, Radek (referee) ; Lavický, Miloš (advisor)
This Bachelor´s thesis processes design of standalone single-storeyed family house with attic, without cellared. The construction system of this building is lightweight frame system. Its benefits are good thermal technical properties and reduced construction time. The documentation is Works for building construction. The design documentation of the thesis is elaborated by computer program AutoCAD.
|
guest ::
