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The experimental family house
Švorcová, Barbora ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of the bachelor thesis is the design of an experimental residential house. The proposed structure has the form of a free-standing dome, which covers a building located inside. The area around the building under the dome creates space for an unconventional winter garden. The construction of the roof was designed and assessed in terms of geometry in two variants, in the shape of a geodesic and ribbed dome, with diameter 24 m and height 12 m. The considered material of the ribbed dome is glued laminated timber. In addition to the wooden one, the geodesic dome was also designed in a steel variant. Within the bachelor‘s thesis, the structural load, limit states and design of the main joints were dealt with. The house under the dome was considered in the form of a study of possible designs. In addition to the traditional light-frame construction, a structure made of panels of cross-laminated timber was also assessed.
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Glasshouse
Sejbalová, Kateřina ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This master thesis deals with design of a load-bearing steel structure, i tis located in ZOO Zlín areal. The building serves as a glasshouse. It is a single-storey building with circle plan, 39,04 m diameter and 15,63 m height. Space construction follows spherical cap of a sphere with diameter 40 m. Variant A building is design as a fuller dome. Variant B building consists of hexagons, which are getting smaller with height, at the upper part is the hexagonal geometry cancelled and geometry made from triangles follows. This thesis contains design of a pedestrian bridge, which carries all technical loads. The thesis contains static report of the beams a design of main joints.
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Optimization of aggregate composition with max. grain 22 mm for concretes
Opat, Lubomír ; Vojtek, Miroslav (referee) ; Hela, Rudolf (advisor)
This bachelor thesis deals with the issue of aggregate curve design, proportional representation of the individual separated aggregate sizes in the formula for concrete mixture. It clarifies the origin of aggregate types, from their mother rocks. It describes tests on aggregates, including the test of the shape suitability. In the practical part, there are nine formulas, two of them mixed with the maximum grain size of 16 mm, seven with the grain size of 22 mm. They are instances of fine curves or mixture of coarse curve. Aggregate dust or crushed fine aggregate was also used.
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The Czech legal system in the time of the coronavirus in the light of Fuller's principles of good law Trust in law-making institutions
Klápová, Michaela ; Urban, Michal (advisor) ; Ondřejková, Jana (referee)
The Czech legal system in the time of the coronavirus in the light of Fuller's principles of good law Trust in law-making institutions Abstract This thesis deals with the issue of how the Czech legal system changed during the coronavirus crisis in the light of Fuller's principles of good law. The aim of the thesis was to find out how this change affected people's trust in law-making institutions. The thesis is divided into four parts. The first part introduces Lon L. Fuller as a philosopher of law, who significantly influenced the view of legal theory and provoked many responses to his views from both his critics and supporters. The second part of the thesis is a theoretical background to the specific features of the legal system in the situation that arose due to the spread of the Covid-19 disease in the Czech Republic. In the next part of the thesis I subject the legislation issued during the coronavirus crisis to Fuller's requirements of what law should look like. By analyzing the case law of administrative courts, especially the reasoning for their judgments, I found cases of violations of Fuller's principles that occurred during the coronavirus period. I have outlined other violations of some of these principles by means of the Public Opinion Research Centre's special research on measures to prevent...
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The experimental family house
Švorcová, Barbora ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of the bachelor thesis is the design of an experimental residential house. The proposed structure has the form of a free-standing dome, which covers a building located inside. The area around the building under the dome creates space for an unconventional winter garden. The construction of the roof was designed and assessed in terms of geometry in two variants, in the shape of a geodesic and ribbed dome, with diameter 24 m and height 12 m. The considered material of the ribbed dome is glued laminated timber. In addition to the wooden one, the geodesic dome was also designed in a steel variant. Within the bachelor‘s thesis, the structural load, limit states and design of the main joints were dealt with. The house under the dome was considered in the form of a study of possible designs. In addition to the traditional light-frame construction, a structure made of panels of cross-laminated timber was also assessed.
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Glasshouse
Sejbalová, Kateřina ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This master thesis deals with design of a load-bearing steel structure, i tis located in ZOO Zlín areal. The building serves as a glasshouse. It is a single-storey building with circle plan, 39,04 m diameter and 15,63 m height. Space construction follows spherical cap of a sphere with diameter 40 m. Variant A building is design as a fuller dome. Variant B building consists of hexagons, which are getting smaller with height, at the upper part is the hexagonal geometry cancelled and geometry made from triangles follows. This thesis contains design of a pedestrian bridge, which carries all technical loads. The thesis contains static report of the beams a design of main joints.
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Optimization of aggregate composition with max. grain 22 mm for concretes
Opat, Lubomír ; Vojtek, Miroslav (referee) ; Hela, Rudolf (advisor)
This bachelor thesis deals with the issue of aggregate curve design, proportional representation of the individual separated aggregate sizes in the formula for concrete mixture. It clarifies the origin of aggregate types, from their mother rocks. It describes tests on aggregates, including the test of the shape suitability. In the practical part, there are nine formulas, two of them mixed with the maximum grain size of 16 mm, seven with the grain size of 22 mm. They are instances of fine curves or mixture of coarse curve. Aggregate dust or crushed fine aggregate was also used.
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