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High standard detached house
Kratochvílová, Veronika ; Mocová, Pavla (referee) ; Daněk, Lukáš (advisor)
The bachelor`s thesis deals with study of high standard detached house. The house is two-storey high, with a partial basement and double garage that is part of the house. The building is situated in moderate slope terrain in cadastral territory Zbraslav na Moravě. Construction of the house is made of mansory Porotherm, the ceillings are made of reinforced concrete join with stiffening reinforced concrete wreath. The roofs of the house are built as single-layer flat roof, two of the roofs will be used as terrace with entry from the second floor. In garden there is wodden terrace with rectangular swimming pool. The house is above standardly decored with sauna, whirlpool and small pool situated in relax room in the first floor. Part of the above standard decore is wine cellar accessible from garden. House is designed for four-member family.
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The Church housing /Brno-Lesná/
Bělehradová, Věra ; Ing. arch. Petra Žalmanová, Ph.D (referee) ; Šindlar, Jiljí (advisor)
This bachelor thesis is based on the studio project of the subject Interior. It develops architectural study of the church of the Blessed Mary Restituta situated in Brno in district Brno-Lesná. The building is the extension of the current Spiritual Center, where the Catholic religious services were held so far, but its capacity is no longer sufficient. Building land is gently sloping character, is positioned in the housing estate, close to the tram loop Čertova Rokle. The entire extension consists of two structural units, the first is expansion space of the current Spiritual Center in its own original cubic mass, and the second is church building, designed as a separate structure that follows the extended part of the Spiritual Center. All three parts, the current Spiritual Center, its expansion and new construction of the church are directly connected to a long corridor, which branch out in the area of a new cubic expansion of the original mass and connects to the mass of the nave in two locations with facilities necessary for the operation of the church. All areas are mostly two-storey. Over part of the nave is second floor space with gallery, under the current Spiritual Center is the ground floor with underground garage and technical facilities. In the new expansion of the Spiritual Center is a building only single-storey. The supporting structure of the church is a reinforced concrete wall system, supporting system of the roof structure is made up of solid glulam timber truss. The supporting structure of the extension of the original cubic mass, where the church facilities is located, is designed as a wall system of Ytong blocks. The supporting part of the roof structure is made up of panels Spiroll. The house is founded on reinforced concrete foundation strip, the current support system is the skeleton with reinforced concrete foundation block. The facade of the building is solved by a traditional plaster, glass parts and copper perforated panels.
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Design of concrete structure of gym in Olomouc
Bohatec, Jiří ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete slabs above the 1st floor in a gym in Olomouc. The proposal will be implemented in two versions, monolithic and pre-fabricated. The resulting design will be compared at the end. It is also proposed monolithic staircase. Ceiling plate will be assessed according to ČSN EN 1992 - 1 - 1.
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Spatial reinforced concrete frame of the industry object
Body, Roman ; Šulák, Pavel (referee) ; Šimůnek, Petr (advisor)
The aim of bachelor thesis is design and appraise the structure of the spatial reinforced concrete frame of the industry object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 2013.1. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.
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Administration Building
Fraňo, Peter ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The aim of the bachelor thesis is the projection and appraisal of the reinforced concrete floor slab above the first overground storey at the ultimate limit state I. To address the internal forces the computing software SCIA Engineer is used. The floor slab is supported by reinforced concrete columns. The thesis includes tha making of static calculations, shape drawing and drawings of the reinforcement.
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Mounting frame structures of production and warehouse complex in Paskov
Gaďurek, Robin ; Nečasová, Barbora (referee) ; Vlčková, Jitka Laura (advisor)
The content of the submitted thesis is the implementation of a reinforced concrete skeleton assembled in Paskov. This is a manufacturing and warehouse facility Italinox. The work contains a comprehensive technical report, technical report transport relations, bills of quantities, two technological regulations, two control and test plans, design of mechanical assemblies, and health and safety. The appendix contains drawings framed construction and piloting, budget, schedule, drawing of the site.
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Sewage pumping station
Kustyánová, Orsolya ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a reinforced concrete sewage pumping station in the village Vrbice u Velkých Pavlovic. The main parts of the thesis are the technical report, static analysis, drawing documentations and visualisations. Calculation of internal forces was performed by the software Scia Engineer and verified by manual calculation. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
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Possibilities of using GPR to detect reinforcement of concrete structures
Filipu, Martina ; Heřmánková, Věra (referee) ; Anton, Ondřej (advisor)
The aim of this study is to outline how is GPR used to detect reinforcement in concrete structures. In each part the study deals with diagnostic testing methods used for building construction and shows a recognisability of steel reinforcement in concrete. Then it closely examines applications of GPR in a diagnostics of reinforced concrete structures with using Hilti PS 1000 device. In the practical part I conducted a building survey of wall silo using GPR and electromagnetic indicators. The aim was to identify the position of reinforcement which was subsequently compared with the project documentation. The construction survey was carried out as a reason of several serious defects such as cracks and tilting of major part of one of the silo walls.
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Reinforced concrete beam bridge in Staré Město
Lugerová, Markéta ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
This Bachelor´s thesis deals with a proposal for a new bridge which is used to transfer a local road across the river Krupá in Staré Město pod Sněžníkem. The bridge is designed as a girder bridge, simply placed with a length of 18,35m. The communication category is S7,5. Loads and assessment are done according to Eurocode.
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