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Environment-Friendly Housing in Rural Areas
Čáslava, Petr ; RNDr.Jiří Svoboda,CSc.,DSc. (referee) ; Hudec, Mojmír (referee) ; Gaillyová, Yvonna (referee) ; Urbášková, Hana (advisor)
While I spent 7 years of study, experience and dedication to this work, the building construction has passed evolution from construction boom to contemporary building crisis. Demand for cheap building construction, materials and family housing increased sharply. Energy prices are rising every year... It seems that we will all have to deal with our essential task today or in the near future . This task is mean to prevent the current rate of degradation and destruction of our planet's climate and our environment. In this point of view, it looks the question of energy-saving construction very topical. By entering the study was to examine the possibilities of environmental friendly housing in rural areas in terms of environmental issues. My hypothesis was if can I determine the suitable candidate for the construction of passive houses themselves by comparing their characteristic of pre-defined construction samples. My objective is to offer builders and designers overview of suitable building systems with the possibility to compare the various factors influencing the decision on the selection of a builder´s construction for a house. The thesis presents the comparison of seven structural systems as a basic element of architecture. In the implementation of energy-efficient house is an architectural form often conditioned by structure. For this reason it is necessary to offer this kind of overview with options and parameters of individual building systems, which can then be used by architect to design a house for the builder - free and easy realization of his own, let´s say DIY (do it yourself). For builders (mean investors) of DIY houses is economy and finance a crucial question, therefore, for this reason I will evaluate suitable building system which is relative performance vs. price in the end. It is necessary to take into account the architecture of the house and especially the space layout and design and the attitude with the context of the rural areas environment. My pupose was to prove that good architectural design can be used with of low-cost, energy-saving and environmental friendly house built in DIY way.
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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.
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The Multipurpose Building in Popůvky
Pernica, Martin ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This diploma thesis deals with design of Multipurpose building located in the proximty of the town Popůvky u Brna. This buidling consists of 3 seperate structures. The first structure SO01 is intendet to be used for manufacturing an storage purposes. It is steel warehouse with plane dimensions 69,5 x 44 m. Height in the top is 10,4 m. The second structure SO02 is a 3 - storey steel building given up to office building. It's plane dimensions are 24,85x14,00 m. Height in the top is 10,69 m. The third structure SO03 is designed from timber and it's purpose is to serve as the company's showroom. It's plane dimensions are 20,08 x 21,05 m. Height in the top is 10,69 m.
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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.
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Construction technological project Všeradov
Pilařová, Jana ; Hanzelková, Martina (referee) ; Kantová, Radka (advisor)
The Diploma thesis deals with the realisation of the reconstruction of a farmhouse in the village of Všeradov. The main task of this thesis is to produce a constructional preparation of the project for the complete reconstruction of the ceiling and wall construction of the farmhouse and to create a new attic flat. All constructional modifications need to be in accordance with the requirements of CHKO Žďárské vrchy as the building belongs to a large protected zone. The aim of this thesis is to make a constructional and technological project which is feasible from financial, time and technological point of view.
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Apartment building on a sloped site
Bednář, Jiří ; Bečkovská, Tereza (referee) ; Bečkovský, David (advisor)
The aim of my master's thesis is a project of a new apartment building on a sloped site at a level of the documentation for the structure realization. The building is partly basement with four above-ground floor. Individual floors up recede and are roofed with flat roofs. The structural system of the basement part is made up of permanent shuttering and the above-ground part is made up wall of cross laminated timber construction panels KLH. The project of the building is in accordance with the development plan of Kopřivnice 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.
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Sport hall in Jihlava
Milich, Marek ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-chcecked with a hand assessment of the structure elements.
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Reconstruction of Restaurant with Housing Facilities Extension
Jun, Martin ; Němčák, Oldřich (referee) ; Králová, Zuzana (advisor)
Diploma thesis "Reconstruction of Restaurant with Housing Facilities Extension" is processed in the form of project documentation for building construction according to the applicable regulations (Act No. 183/2006 Coll., On Zoning and Building Regulations, including subsequent amendments). The project deals with the reconstruction of the existing restaurant building in the village Lísek, No. 89. The building is located on plot No. 49 in the cadastral Lhota u Lisku. Floor plan of the existing building is in rectangular shape with almost the unused basement and a deck above. The 1st underground floor is currently used only technical room and garage. In the 1st floor there is the sales area of restaurant, large kitchen and rooms for staff. Existing structures do not show signs of major damage. Reconstruction is not due to the technical condition of the building, but due to operationally unsatisfactory disposition and investor requiring to create an accommodation capacity. The requirement was to build new rooms to accommodate 24 persons. The supporting structural system of the 2nd floor is designed of ceramic bricks and 3rd floor due to the resistance of existing constructions is newly designed as wooden sandwich. The window openings are fitted with a six-chamber windows with triple insulation. Horizontally extension of the existing building corresponds to the current object. The roof of the building is gabled with dormers lighting the rooms in the 3rd floor. The building is designed so that even after the reconstruction match an existing installation. Part of building construction works is also landscaping. Due to the partial change in purpose of the building was necessary to design a suitable parking space with adequate capacity.
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The swimming hall in Ostrava
Ševčíková, Lenka ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The goal of Master´s thesis is design and assessment of the swimming pool hall in Ostrava. Tha hall has two parts – swimming pool and other places for facility and free time activities.The hall has rectangle plan of dimension 30x47,4 and 15x45m. Three construction will be design. The steel truss girder wil be elaborate.
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