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Family house
Latochová, Marcela ; Gábrová, Lenka (referee) ; Spáčil, Miroslav (advisor)
The bachelor´s thesis a Family house is compiled in a form of project documentation which comprises all the requisites required by current regulations. The designed family house is placed on the sites numbered 2132/1 in a village Úvalno. This is a new building partial basement with one underground and aboveground floors. The house has an irregular floor plan, is built from the systém SUPER IZO from BS Klatovy. The house is covered with a double-flat roof and on the part and flat green walkway roof.
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Family House
Vlčková, Sabina ; Mičan, Přemysl (referee) ; Košíčková, Ivana (advisor)
Bachelor thesis is focused on the elaboration of project documentation for new built single-family house. This is a partial basement building with two floors. The structural system is designed as a bricked from ceramic thermal insulating blocks. The building is covered by two shed roofs with truss supporting structure.
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Family house
Rycková, Silvie ; Gábrová, Lenka (referee) ; Spáčil, Miroslav (advisor)
The bachelor project Family house is compiled in a from of project documentation which comprises all the requisites required by current regulations. The designed house is placed on the sites numbered 121 in village Dolní Benešov-Zábřeh. This is a new building with basement with two floors. The house has an regular floor plan, is built from the system POROTHERM and is covered with a gable roof.
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Multifunctional building
Novotný, David ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
The main concern of this thesis work is the five-storey multifunction building. The house will consist of 22 residential units and one barrier-free apartment to which they belong cellar and two establishments. The building will have four above ground and one underground floor.
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New-Built Detached House
Šimůnek, Ondřej ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The bachelor project New-Build Detached Family house is compiled in a from of project documentation which comprises all the requisites required by current regulations. The designed house is placed on the sites numbered 2311/7 in Roztoky u Jilemnice.
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Risk analysis and evaluation of using automated systems in building construction design
Koza, Josef ; Bednářová, Bronislava (referee) ; Vymazal, Tomáš (advisor)
This thesis in its first part deals with the complexity of the legislation, which is related to design activities and also trying to explain the basic rules for the creation of project documentation. In the main section then analyzes and evaluates the selected drawing software in defined categories. Based on the selection chooses the best drawing software and compared with the hand-crafted version of the design documentation in terms of time and cost. The final time for the creation of project documentation will be converted to a built-up area of the building and found the relationship between time constraints and the size of the built-up area of the new building. It will also be evaluating the return on investment to drawing software and assessing cost-effectiveness of various options drawing. The aim of this thesis is to analyze the risks in the use of software products for structural design and evaluate their use based on the value of work.
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Evolutionary Resynthesis of Combinational Circuits
Kocnová, Jitka ; Sekanina, Lukáš (referee) ; Vašíček, Zdeněk (advisor)
This master thesis is concerned about the resynthesis of combinational circuits with the help of evolutional principles. The first part of this text describes logic synthesis and its weak spots, evolutional synthesis and its advantages, and also some of the existing synthesis programs. The second part shows usage of graph algorithms in logic synthesis and their possible usage in an extension for the chosen synthesis program. Suggested design and practical implementation of the extension is also described in this part. In the third part extension testing is mentioned. The fourth part is the last one and concludes gained knowledge and results.
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Family house
Žák, Jan ; Ing.Jitka Spáčilová (referee) ; Spáčil, Miroslav (advisor)
The bachelor project Family house is compiled in a from of project documentation which comprises all the requisites required by current regulations. The designed house is placed on the sites numbered 497/8 in village Liběšice. This is a new building without basement with two floors. The house has an irregular floor plan, is built from the system POROTHERM and is covered with a gable roof.
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Detached house
Tyrlik, Radim ; Šteffek, Libor (referee) ; Kolář, Radim (advisor)
Abstract The subject of this thesis is the process of building technical part of the project documentation for the realization of a new family house in Třinec, Oldřichovice, parcel number. 3330/2. The building is located in the village of Třinec, in sparsely built-up area and will be surrounded by buildings from the north and east sides. Along the southern and western parts of the property there is a local road (N.P. 3340/5) which is 6 meters wide. On the north side is undeveloped parcel (N.P. 3344/4) and parcel (N.P. 161). In the northeast, there is a built family house with land (N.P. 65/1). The construction is formed by one building and it will not be splitted into other objects. The house has symmetrical L-shaped floor plan and it has got a partial basement. Vertical load-bearing masonry is made of Calcium silicate molded bricks Silka S12-1800 10 DF, (thickness 300 mm), basement walls are made of the same material as the aboveground storay. Partition walls are made of calcium silicite moped bricks Silka S20-2000 5 DF. The ceiling is made as monolithic-prefabricated, mounted ceiling Porotherm with ceiling beams and bars. The roof holding is supported by truss structure with wood and steel components. The building will be based on the foundation strips, simple foundation ratios. The parcel is situated in hilly terrain, vertical rise of the terrain is 6 meters. Roofing is made by a hipped roof with a slope of 35 °. Groundwater is located 8.9 m below the existing ground. It will therefore not affect the construction. The volume activity of radon 1.LOW DEGREE
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