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Multifunctional house in Strakonice
Kolesa, Jiří ; Rozehnal, Miroslav (referee) ; Štěpánek, Ladislav (advisor)
The subject of this thesis is the design and project documentation of a new multifunctional house in Strakonice. The building has four floors, without basement, and is located on a slightly sloping land in the suburban part of the town of Strakonice. It is based on shallow foundations and covered with a flat roof. It is a transverse wall structural system, build with clay block masonry, with the semi-assembled ceiling structures of ceramic and concrete beams and inserts. It is conceived as a double-aisle layout. The ground floor of each wing consists of the establishment of shops and house facilities. The overground floors are designed as six residential units of varying size category. Both tracts have separate entrances to both the residential portion and to individual businesses. The building is designed from traditional building materials. In addition to the architectural construction and civil-engineering design, a part of this project is also a fire safety design and an assessment from the perspective of building physics.
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Apartment building
Knotek, Michal ; Bílková, Andrea (referee) ; Čuprová, Danuše (advisor)
The aim of this bachelor thesis is processing of the design documentation for the construction of an apartment building. This apartment building is located in Zlín in the local part Prštné. In the building there are three above-ground floor with a partial basement. Structural system is transversal wall. The foundation construction is designed on the foundation strips. The vertical load-bearing structures are designed cast-in-place reinforced concrete with fix into the loadbearing transversal walls. The roof is flat with washed river aggregates loading layer. The floor constructions are designed heavy, floating. The thermal insulation of the facade is designed of graphite expanded polystyrene in an ETICS certified system.
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Foundation Design of the Athletics Stadium in Pilsner
Drs, Jakub ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The task of thisbachelor dissertation is to describe the concept of safe and economic foundation of the athletic stadium in Plzeň, the Czech Republic. The concept and assessment are developer on the basis of obtained geotechnical conditions and the load of the construction. The calculations are based upon valid forms and the concept approaches. Furthermore, the thesis focuses on technology and working proces of large diameter bored piles.
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Mountain hotel
Vandrovec, Aleš ; Bartolšic, Vít (referee) ; Matějka, Libor (advisor)
Master’s thesis theme is mountain hotel project. The hotel has one lower basement and four aboveground floor. It has trditional look and the roof is double-pitched. Floor projection looks like letter "L". Main part has measurements 25,3 x 14,1 m and it has four floor. Extension is on northwest side of main part. It has measuremnts 11,85 x 9,5 m and three floor. Facede of basement and first floor is from stone facing mansory. Facade od second floor of main patr of buildings id timbered looks like curb. Third and fourth floor are attic, gable is vertical timbered. Facade of second floor of extension is plaster on ETICS. The gable od extension is vertical timbered. Roof covering is alpen shingle from larch wood. Foundations of house are shallow. The construction system is walled. The lower basement is built from masonry BS Klatovy BD30 and other wall are from masonry Porotherm . Floor structures are from monolithic reinforced concrete, thickness 220 mm. House stairs are prefabricated double-flight. Partition wall are mostly built from mansory Porotherm 11,5 P+D. Lintols above windows and doors in facadeare made by reverse of floor slab and inside of disposition are made by ceramics lintols Porotherm. Floor structures are floating with impact insulation in whole house. In living rooms wear layers are from oak parquet block and in common rooms, toilets, bathrooms and technical rooms is ceramics paving. Wall’s surfaces are made from patent plaster and in lower basement are made from two-coat work with white coat. Toilets and bathrooms are tilled with ceramic tiles. All distributions of building equipment are covered with gypsum plasterboard ceiling. All windows and doors in facade are made by wooden profile Solid comfort SC78 and glazed by triple glazing unit (Uw,max=0,9 W/m2.K), exception is main entrance door, It is made by aluminum profile and it is automatically opened.
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Production hall development center LISS - technological foundation stage
Maléřová, Tereza ; Čech, David (referee) ; Vlčková, Jitka Laura (advisor)
This bachelor's thesis addresses the technological stage of the groundwork of the production hall and development centre LISS. The construction is based on bored piles of a wide diameter. Chosen constructions and technological equipment are based on shallow foundations. The main chapters of this thesis are technological regulations for groundwork, wide diameter bored pile and shallow monolithic foundations. Following chapters are about quality assurance and control, design of appropriate building machines and small machinery, time schedule and budget. It also deals with work safety and health protection and organisation of construction including draft of site equipment.
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The Design of Hotel Foundations
Németh, Gábor ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of surface and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a multi-functional building (a hotel) in Brno - Pisárky within the given geological conditions . Even though the proposed variants are calculated without the use of computational software, software PLAXIS is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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The Design of Object Foundation
Adamík, Václav ; Štefaňák, Jan (referee) ; Glisníková, Věra (advisor)
The aim of this work is to introduce the foundation of buildings and to make a closer approach to the issue of deep foundation, which is needed to replace the shallow foundation. The reason is a small carrying capacity or too big compressibility of foundation soil. The main point of this work is practical solution of concrete deep foundation and comparing results from a calculation program GEO 5 with results which we get without using the calculation program.
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Waterpark Jeseník - selected geotechnical problems
Kučera, Jakub ; Fiala, Radek (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of establishing the basics of structures. Its main focus lays on foundation pads and piles. The practical part consists of finding a solution regarding two different approaches of the foundation of the waterslide in Aquapark Jeseník. Even though the proposed variants are calculated without the use of computational software, software GEO 5 is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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The design of bridge pillar foundation
Koporec, Vladimír ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor's thesis discusses the possible ways of surface and and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a bridge pillar in the city of Prešov within the given geological conditions. Even though the proposed variants are calculated without the use of computational software, software GEO5 is used to compare the results. software for mutual comparison. The conclusion contains the comparison and evaluation of the results of both approaches.
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The design of bridge pillar foundation
Koporec, Vladimír ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor's thesis discusses the possible ways of surface and and underground establishing the basics of structures and buildings in his first part. In the second, practical part is being resolved a safe and economical foundation of a bridge pillar in the city of Prešov within the given geological conditions. Even though the proposed variants are calculated without the use of computational software, software GEO5 is used to compare the results. software for mutual comparison. The conclusion contains the comparison and evaluation of the results of both approaches.
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