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House on a slope
Chrbolková, Erika ; Novák, Michal (referee) ; Daněk, Lukáš (advisor)
The subject of the bachelor thesis is to elaborate the project documentation for the construction. It is a family house which will be located in the existing development on the outskirts of the village Sobíňov. The building is designed as a single storey, and as it is installed in a sloping terrain, it is divided in height into three consecutive parts. In the first part there is a garage with two parking spaces, the entrance to the building and technical facilities. The second part consists of common rooms and the last part is a quiet zone. The foundation structures are designed as monolithic strips of plain concrete.The Porotherm brick system forms vertical load-bearing and non-load-bearing structures. The ceiling part is designed as a monolithic reinforced concrete slab. The roofing of the building is solved by a single-skin flat vegetation roof. The drawing part was processed in the ArchiCad 20 programme and visualization in the Lumion 10 programme.
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Application of GPR method for detection of structural failures
Křepelka, Jan ; Láník, Jaromír (referee) ; Cikrle, Petr (advisor)
This Bachelor thesis deals with the non-destructive testing, which enable researches of failures in concrete inner structure. In the theoretical part of the thesis, selected methods are described based on their principles. Specific possibilities of use, abilities and limits are based on the method’s principle. In the practical part, the thesis focuses on Ground Penetrating Radar with the usage of a new multi-frequency scanning technology. The measurements took place with commonly used Ground Penetrating Radar Hilti PS 1000 X Scan and also with newly available Ground Penetrating Radar Proceq GPR Live. Not only the measurement results of model solids were compared, but also of real bridge construction.
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Relaxation center in Velké Meziříčí
Prudek, Michal ; Semrád, Antonín (referee) ; Štěpánek, Ladislav (advisor)
This thesis describes design of new relaxation centre building in town of Velké Meziříčí and creation of blueprints for building construction. Blueprints are furthermore supplemented by extensions for heating and concrete structures. The relaxation centre houses a wellness centre, a café, a hair and make-up salon with possibility of massage and an outdoor shop. The building is located in southern part of Velké Meziříčí – an urban area of both residential and industrial buildings. The centre is a three storey building with partial basement, flat single-layered roof and stairway, which serves as an access point for ventilation engine room located on top of the roof structure. This last element is distinguished from the rest of the building by different coloured façade panelling and serves as a dominant. Wellness centre covers the whole of ground floor and is interfaced with the first floor by additional wellness centre spaces and staff spaces. The first floor also includes the outdoor shop. Café and hair salon are situated on the second floor. Architectonic design is created in similarity to surrounding buildings and in relation to cardinal direction. Land lot is utilized for wellness centre purposes.
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House on a slope
Chrbolková, Erika ; Novák, Michal (referee) ; Daněk, Lukáš (advisor)
The subject of the bachelor thesis is to elaborate the project documentation for the construction. It is a family house which will be located in the existing development on the outskirts of the village Sobíňov. The building is designed as a single storey, and as it is installed in a sloping terrain, it is divided in height into three consecutive parts. In the first part there is a garage with two parking spaces, the entrance to the building and technical facilities. The second part consists of common rooms and the last part is a quiet zone. The foundation structures are designed as monolithic strips of plain concrete.The Porotherm brick system forms vertical load-bearing and non-load-bearing structures. The ceiling part is designed as a monolithic reinforced concrete slab. The roofing of the building is solved by a single-skin flat vegetation roof. The drawing part was processed in the ArchiCad 20 programme and visualization in the Lumion 10 programme.
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Application of GPR method for detection of structural failures
Křepelka, Jan ; Láník, Jaromír (referee) ; Cikrle, Petr (advisor)
This Bachelor thesis deals with the non-destructive testing, which enable researches of failures in concrete inner structure. In the theoretical part of the thesis, selected methods are described based on their principles. Specific possibilities of use, abilities and limits are based on the method’s principle. In the practical part, the thesis focuses on Ground Penetrating Radar with the usage of a new multi-frequency scanning technology. The measurements took place with commonly used Ground Penetrating Radar Hilti PS 1000 X Scan and also with newly available Ground Penetrating Radar Proceq GPR Live. Not only the measurement results of model solids were compared, but also of real bridge construction.
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Apartment building
Marek, Václav ; Jelínek, Petr (referee) ; Struhala, Karel (advisor)
The subject of this bachelor thesis is a new building of an apartment house in Chotěboř. The apartment building is designed from the four-storey part and from the five-storey part, the floors are finished with a residential attic. The apartment building is connected to the existing housing development, installed in a slightly sloping terrain. The apartment building contains seventeen housing units, the apartments are designed for housing four-member families, while apartments of the studio type are designed for two persons. The first floor is designed for the technical facilities of the building, there is also a commercial area that is considered for the operation of a hairdresser. Other above-ground floors consist of housing units. The apartment house is covered with a saddle seddle roof, in the part of the fifth floor there is also an outdoor terrace with a flat roof. The vertical load-bearing and non-load-bearing structures are formed by the Porotherm brick system. Horizontal ceiling structures are designed as a monolithic reinforced concrete slab. The foundation structures are made of monolithic concrete and monolithic prefa. The parking space is designed outside the building, with parking for the disabled. The project was developed in the ArchiCad graphics program. All constructions comply with valid standards and regulations.
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Analysis of design variables of prestressed concrete structures using optimization algorithms
Dlouhý, Lukáš ; Navrátil, Jaroslav (advisor)
During recent years more and more emphasis has been put on saving and ecological aspects of the civil engineering industry. As the total volume of concrete being produced on our planet is immense (ca 1010 tons per year), the possibility of decreasing it by even a small percentage can bring large savings in material costs, transport and other costs and reduction of CO2 production and other pollution. Therefore, optimal analysis of design variables of concrete structures appears to be of high importance. Optimization is finding the best solution to a given problem. Many disciplines define different optimization problems and it is typically the minimum or maximum value of the objective function that is searched. It is known that mathematical procedures and algorithms to find an optimal structural design are used in practice in mechanical engineering, but the use of these tools in civil engineering is rather exceptional. Generally, scientific works deal with the optimal design of structures only. Finding of an optimal shape and dimensions is usually a question of the engineer’s experience and good “guess”, which is then verified by calculation. There are many reasons explaining why optimization in common practise is used only occasionally. One of them is the absence of proper user friendly software tools which could help within relatively short time available for structural design. Another reason is the complexity of optimization tasks as well as a lot of constraints in civil engineering design codes. Last but not least, the change of design variables of buildings, bridges and structures of special types do not express regular response. This issue is discussed in the submitted work.
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Architectural and technological project of a residential building Fryčajova, Brno
Šemberková, Klára ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
The subject of my master´s thesis is architectural and technological project of a residental building Fryčajova, Brno. My work contain engineering report of architectural and technological project, study of realization of the main stage, project of site equipment, design of building mechanization, time plans, technological note of floor structure, control and test plans, work safety plan, environment, budget of carcass, economic balance sheet and specialization on concrete structures.
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Relaxation center in Velké Meziříčí
Prudek, Michal ; Semrád, Antonín (referee) ; Štěpánek, Ladislav (advisor)
This thesis describes design of new relaxation centre building in town of Velké Meziříčí and creation of blueprints for building construction. Blueprints are furthermore supplemented by extensions for heating and concrete structures. The relaxation centre houses a wellness centre, a café, a hair and make-up salon with possibility of massage and an outdoor shop. The building is located in southern part of Velké Meziříčí – an urban area of both residential and industrial buildings. The centre is a three storey building with partial basement, flat single-layered roof and stairway, which serves as an access point for ventilation engine room located on top of the roof structure. This last element is distinguished from the rest of the building by different coloured façade panelling and serves as a dominant. Wellness centre covers the whole of ground floor and is interfaced with the first floor by additional wellness centre spaces and staff spaces. The first floor also includes the outdoor shop. Café and hair salon are situated on the second floor. Architectonic design is created in similarity to surrounding buildings and in relation to cardinal direction. Land lot is utilized for wellness centre purposes.
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Possibilities of evaluation durability of the surface layer of concrete structures
Blažek, Michal ; Žalud, Oldřich (referee) ; Vymazal, Tomáš (advisor)
The thesis is focused on possibilities of durability evaluation of surface layer of concrete structures. The durability of concrete surface layer usually determines the durability of the structure as a unit. It has to be determined in what environment the structure is situated and what influences it has to face, to set the durability of the structure. There is a several normative prescription to set the resistance of the structure. There is formulated a summary of the most widely used and known prescriptions in the theoretical part of the thesis. It is a lot of effort to estimate the durability of the concrete by estimation of permeability of the concrete surface layer recently. Thus these methods are also formulated in the summary and there are compared the individual outputs of the tests. The permeability and pore structures of the concrete surface layer are crucial parameters for the durability of concrete structure. These parameters influence the construction properties of the concrete as well, thus the thesis is focused on relationship of the pore structure and the strength in press of the concrete.
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