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Heating using renewable energy sources
Fornůsek, Patrik ; Počinková, Marcela (referee) ; Horák, Petr (advisor)
My diploma thesis deals with heating with the aid of renewable energy sources and thier application in the building of elementary school. This thesis is devided into three parts. The first part is theoretical and is focused on overview of renewable energy sources. It deals with biomass boilers and heat pumps in detail. The second part of this thesis contains comparison of two variants of heat sources and necessary calculations and designs. The first variant is an air-to-water heat pump and the second one is a pellet boiler. The chosen variant is elaborated in detail in the last part. The last part contains technical drawings and technical report.
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The study bypass Valasske Mezirici
Horka, Pavel ; Sabadáš, Petr (referee) ; Kosňovský, Michal (advisor)
The subject of the thesis is to elaborate the search study of the west four-line bypass of the town of Valašské Meziříčí. The reasons for constructing the bypass are to divert heavy transit traffic, to increase safety in the town and to reduce the negative impacts of transport. Road is designed as a category R21,5/100. Three Seven direction solutions were designed of which one was chosen by multi-criteria analysis for further solution.
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Bridge formed by cell box girder across the expressway
Klein, Vojtěch ; Volák, Ondřej (referee) ; Nečas, Radim (advisor)
The aim of this thesis is to design a bridge over an expressway and a railway. There have been designed three alternatives. For detailed solving was chosen variant transferring directionally divided communication by two identical bridges, formed by a cell box girder. The thesis includes drawings, representation of the construction process, visualisations and a structural analysis. Designing and checks were carried out according to European standarts.
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Bypass of the village Ochoz u Brna
Beneš, Petr ; Klusáček, Ladislav (referee) ; Smělý, Martin (advisor)
The subject of the master´s thesis is designing a bypass of the village Ochoz u Brna. The bypass will by designed in four variations which will be compared to each other by several criterias. Then one variation will be chosen and designed in detail. The goal of the master´s thesis is reduction of the traffic intensity of the current road II/373 in Ochoz u Brna by redirecting transit traffic outside the village. This will lead to an increase of safety in the village.
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Flyover bridge over the Bečva river
Pidima, Jan ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The thesis deals with a design of a highway bridge with multiple spans. The bridge is constructed for highway D1 and goes across the river Bečva close to the city Přerov. Two different solutions were carried out from which a solution with subsequently prestressed box girder was chosen. Static model and load actions were modelled in program Scia Engineer 2016.0. Design checks were done manually according to corresponding Eurocodes. Load actions from wind, uneven support settling and horizontal actions from transit were neglecte.
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Steel foot-bridge
Pauer, Jan ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The diploma thesis describes the design and assessment of steel footbridge for pedestrians and cyclists across the river Svratka in Brno. As the main material of structural elements was used steel S355. In the beginning is deal with two variants of structural system, which are compared with each other and the better variant is chosen. The main structural system of chosen variant consist of two parabolic arches bend down to each other on which is suspended by suspenders intermediate deck. The deck consist of two steel beams with floor beams and composite cencrete slab. The span length is 50 m.
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Continues concrete bridge structure on the expressway R2
Horut, Jakub ; Sliwka, Pavel (referee) ; Koláček, Jan (advisor)
The subject of master thesis is expressway R2 in Slovakia through a valley. Height of the construction is limited by a railway line and a local road. From two designed variants was chosen one and futher examined. The span lenght of bridge fields is 24,5 +5 x 30+24,5m. The structure was designed according to ultimate and serviceability limite states and construction stages were considered in model. In master thesis was processed structural design report, drawnings, visualization and engineering report.
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Restaurant dance floor shelter
Horský, Vojtěch ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
In my diploma thesis I designed 2 options for an arch roofing of place for dancing next to the restaurant in Dolní Jablonná. The first solution was designed as a timber structure with internal supporting arch from glue laminated timber. The second solution was designed as a two pin-supported steel beam. These variants were predesigned and as the final solution was chosen the timber structure. I designed a rafter, a glue laminated arch, a purlin, an anchorage and field joints. The thesis is including drawings of the layout design, details and anchorage plans.
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Bridge over the Jihlava river
Menšík, Martin ; Zobek, Svatopluk (referee) ; Panáček, Josef (advisor)
The master's thesis object is to design a road bridge over the Jihlava river. Three studies are proposed from which pre-stressed two-beam structure with three spans variant is chosen. A detailed structural analysis elaborated and the bridge is analysed according to ultimate limit state and serviceability limit state. Drawing documentation and visualisation were made. The structure design is based on the European standarts.
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Design of highway bridge
Luberová, Lucie ; Formánek, Ing Martin (referee) ; Zich, Miloš (advisor)
The subject of this bachelo r’s thesis is the design a new supporting bridge construction in Prešovský kraj, district Levoča the territory of Slovak Republic. This object is located on the highway D 26,5/120, at kilometer 13,499 795 and communication of third class – 131-00 bridges. The objective is the design of a perpendicular four-span construction, which is proposed in three variants. The first variant is a chamber girder with inclined walls from post-tensioned concrete height 2,480 m. The second variant is composed of two beamed cross-section and the third variant is composed of one beamed cross-section. For detailed assessment the first variant was chosen with a length of bridging of 166,000 m. The calculation of load effects is done by software Scia Engineer and compared with a manual calculation according to current standards. This bridge is designed according to limit states, construction´s influence on design is taking into consideration. Structural analysis, well arranged drawings and visualization are elaborated in this thesis too.
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