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1
Rokosová, Iva. "Příprava realizace Universitního centra ve Zlíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227492.
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Diploma thesis is focused on the preparation of the implementation of the University Centre in Zlín. The work includes building technology study and subsequent construction technology project. In this thesis, the aim was to determine the time, financial and material demands of the project, choose the optimum process of construction, ensure BOZP, make the proposal buildingsite for the individual stages, the calculation of costs of site preparation and select adequate mechanical the assembly. It was drafted fire assessments of buildings.
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Fukan, Petr. "Stavebně technologický projekt bytových domů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226980.
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The purpose of the dissertation is to develop selected parts of technologically – building project of residential houses in Rosice. The building will be used for living. The building has nine building sites, in the dissertation eight building sites are solved. Main building site SO 01 – Apartment house first and second is solved in detail. The dissertation includes a technical report about technologically-building project, the time and financial plan, a study of the realization of the main stage of its construction. The coordination of the building and site equipment including the principles of organisation building are solved graphically. The dissertation also includes a suggestion of the major building machine, plan of securing material source, technological regulations and the check and test plan for performing piles. A part of the dissertation is the budget of the building and safety risks on the building site and during performing piles.
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Uehara, Fábio Nori. "Diretrizes para desenvolvimento de projeto para ligações de painéis de fachada horizontais de concreto pré-moldado." Universidade Federal de São Carlos, 2009. https://repositorio.ufscar.br/handle/ufscar/4634.
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Previous issue date: 2009-03-03The increasing of using precast concrete panels, lack of standardization, lack of studies on precast concrete panels and its connections devices on Brazil, has led to the need of manual and design criteria of precast concrete panel connections. Although the designers and precast concrete panel manufacturers is using foreign standards when its available and their empirical knowledge on the specification and connections design criteria, the lack of manuals become hard to find solutions that provide easiness of precast concrete panel s employment. Connections are fundamental part of the precast structures. For the building assembly are necessary linking devices which influences the production process, the efficiency of casting, storage, transport, handling and especially in the assembly on site. This work presents the concept, technical features and functions of main types of spandrel panel connections and the main structure of building, and identifies typical connections and the general design recommendation. This report purpose the put in connection as a new classification of connection type.
Dada a falta de normatização, escassez de estudos sobre painéis pré-moldados, suas ligações e o amplo emprego de painéis pré-moldados nos dias atuais, percebeu-se uma necessidade tanto acadêmica quanto dos projetistas por material de consulta. As empresas fabricantes de painéis se baseiam em normas estrangeiras e no conhecimento adquirido empiricamente para o projeto de ligações de painéis, deste fato surge, portanto, a dificuldade de encontrar soluções para ligações que propiciem a eficácia da aplicação dos painéis. As ligações são parte fundamental dos sistemas pré-moldados, já que para a composição da edificação são necessários dispositivos interligantes , que intrinsecamente interferem em toda a cadeia produtiva e de montagem, ou seja, regem a eficiência nas etapas de fôrma, moldagem, estoque, transporte, manuseio e principalmente na montagem em canteiro. Neste trabalho são apresentadas ligações entre painéis de fachada horizontais pré-moldadas de concreto, a conceituação e a caracterização dos principais tipos e funções das ligações, identificando as diversas ligações existentes relacionando indicações gerais de projeto, além da proposição das ligações por encaixe como nova classificação de elementos de ligação.
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Došlík, Ondřej. "Mateřská škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371811.
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Subject of my diploma thesis is design of new kindergarten for approximately 75 children in village Velký Týnec near Olomouc. Design is made in level of detailed design. The purpose od desing is hand in hand with the concept of preschool education - it is based on the fact that a younger age child has acquired the basics of key competences and thus has the prerequisites for his / her lifelong learning that would allow his / her easier and more reliable application in society. The architectural concept is based on a mutual dialogue between investor (supervisor) and designer (student) and takes into account the territorial, property, historical and other relationships in the given locality. Proposed building is an arched, non-duplex, two-storey building. The facades of the building are designed as ventilated, with wooden tiles, the roof is single-faced with a sloping attic. Entrance to object is from north side. First floor is divided into three parts - central part with entrance atrium and two side wings with nursery schools. Second floor consists of the third department of kindergarten, headmaster office and the quarantine room. The static desigh of object is made up of ceramic blocks on the first floor, and on second floor, the system is combined with cross-sections which are led by columns. The ceilings are designed from pre-stressed spiroll panels. Park landscaping was designed on the surrounding site.
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Kovář, Jan. "Objekt vinařství." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227607.
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The goal of the thesis and its theme “ Winery Object“ is to create the contract documents for realization of the building. Winery is drafted for processing the grapes. It is situated into steep land, in uptown of Pavlov. The building is designed as a detached object with three floors. The first floor is partially sunk into the ground. The building consists of two objects on the first floor and is connected into one joint area, where is space for aging the wine, bottling, storage area and shipping. The first part of the object includes administrative area, area for employees, grape press plant and cellarage. In the second object there is designed the room for degustation and in the loft area the room for drying the straw wine. Supporting brickwork is slated of cement bricks of sacrificial formwork, insulated and there is aired facade. Ceiling construction is made of cellular Spiroll panels. The entire object is roofed with queen post truss with burnt roof covering.
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Hegger, Josef, Hartwig N. Schneider, Christian Kulas, and Christian Schätzke. "Dünnwandige, großformatige Fassadenelemente aus Textilbeton." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244051201638-96201.
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Heutzutage werden bereits klein- bis mittelformatige Fassadenplatten aus Textilbeton mit Flächen bis zu 6 m² im Bauwesen verwendet. Dabei werden die ca. 25 mm dicken Elemente mit netzartigen technischen Textilien aus AR-Glas bewehrt. In einem kürzlich abgeschlossenen Forschungsprojekt wurde eine großformatige Fassadenplatte aus Textilbeton mit einer Elementfläche von 12,2 m² entwickelt, die eine Plattendicke von nur 30 mm aufweist. Die Platte wurde mit zwei rückseitigen monolithisch verbundenen Betonstegen ausgesteift. Durch die Beschichtung der Textilien mit Epoxidharz konnten formstabile und formbare Bewehrungsstrukturen entwickelt werden, die Textilspannungen von bis zu 1400 N/mm² aufweisen. In einem Pilotprojekt wurden die Ergebnisse des Forschungsprojektes angewendet und ihre Praxistauglichkeit nachgewiesen. Der Artikel beschreibt das architektonische Konzept, gibt Hinweise zur konstruktiven Durchbildung und beschreibt Herstellverfahren der textilen Bewehrung und Fassadenplatte.
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Karásková, Zuzana. "Veterinární klinika." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240019.
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This diploma thesis deals with veterinary clinics in Prostejov. The building is secluded on almost flat land. The building has a simple rectangular shape, replicating the street, with a receding second floor. The building is brick, two-storey, basement, covered with a flat roof and green roof terrace. On the first floor are situated surgeries, surgeries, operating rooms, facilities for employees and utility room. On the second floor there is a pet shop, counseling, treatment plant dog, sanitary facilities for public office and facilities for temporary accommodation of employees, where it is possible to get to the green roof terrace. The building is insulated, partially with white plaster and partly with wooden facade panels. The building is in part intended for the general public designed wheelchair.
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Toman, Michal. "Minipivovar v Hodoníně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225858.
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The content of this thesis is the documentation for the project of Microbrewery in Hodonin. This microbrewery is a detached building on building plot in the urban area of Hodonin. In the building is located a microbewery with planed beer production 3500 hl per year and restaurant for 150 guest with the summer terrace planed for 35 guests. Building is a ground floor structure with cellar under the part of it. The ground floor is divided into the section for guest and a part for restaurant’s services with kitchen, storages and background for employees. In the restaurant is located a brewhouse which is a heart of the object. Microbrewery – fermenting room, lager cellar, tank cellar, boiler room, engine room for ventilation, storage of barrels and drinks are located in the basement. Bearing system is formed by walls- in the ground floor by ceramic blocks and monolithic concrete walls, in the basement by the concrete formwork blocks. The building is insulated. The roof above the kitchen and the restroom for guests is a flat roof. The roof above the restaurant consists of a wooden chest nailed trusses with a slope of 4%. As the roof covering is used a PVC foil
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Oliveira, Luciana Alves de. "Tecnologia de painéis pré-fabricados arquitetônicos de concreto para emprego em fachadas de edifícios." Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04062003-100758/.
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A utilização de tecnologias construtivas inovadoras, como os painéis pré-fabricados arquitetônicos de concreto (PPAC), tem-se configurado prática frequente do mercado brasileiro por, potencialmente, contribuir para incrementar os níveis de industrialização dos processos de produção, bem como a qualidade do produto final a custos reduzidos. No Brasil, entretanto, não existem ainda normas ou manuais técnicos que balizem a utilização dessa tecnologia construtiva. Por isso, este trabalho sistematiza o conhecimento sobre a tecnologia de PPAC para emprego em fachadas de edifícios de múltiplos pavimentos, por meio da apresentação dos principais fatores que devem ser considerados nas fases de elaboração dos projetos de empreendimentos que utilizem os PPAC em suas fachadas. Fatores esses, que condicionam o desempenho e a eficiência do processo de produção das fachadas. Após o acompanhamento do processo de produção de dois empreendimentos que utilizaram PPAC em suas fachadas, constituindo os estudos de caso, conclui-se que a tecnologia de PPAC apresenta grande potencial para incrementar os níveis de industrialização do processo de produção do edifício, se a elaboração dos seus projetos ocorrer nas fases preliminares da concepção do empreendimento, em que suas funções e interfaces sejam consideradas.The arquitectural precast concrete panel technology has frequently been used because of its probability of increasing the industrialization levels of the building process and also improve the building product quality. On the other hand, mostly in Brasil, there are no rules ou manual books which guide the utilization of this technology. In addition, this works aims to raise the knowledge about the arquitectural precast concrete panel used as cladding (APCP-PPAC in Portuguese). Therefore, this works presents some factors that must be considered in designs of building facades, using this kind of technology. After the analysis of one study case using APCP, it was concluded that APCP technology has a great potential of increasing the industrialization levels of the building process, if its designs are done as soon as possible and if its performance and interfaces are considered.
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Stančík, Adam. "Mateřská škola v Novém Jičíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227500.
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Single-storey C-shaped building of kindergarten in Nový Jičín with flat green roof.The building is situated on the flat land. The plot is accessible by local road. Kindergarted has irregular plan. The ends are connected by connecting tunnel, which is partly below ground level. Courtyard facade is a vertical garden - green facade.
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Petr, Martin. "Výstavní galerie v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372250.
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The subject of this diploma thesis is the design of exhibition gallery in the city center of Brno. The exhibition gallery consist of exhibition rooms, depositories, lecture hall, café, VIP room, entrance and communication spaces, hygienic facilities for visitors and employees, administrative premises of the gallery, air-conditioning and heating machinery. The SO01 object is processed in detail, the object SO02 is processed in the form of a study. Design of the exhibition gallery is based on the requirements of the student competition, the sponsor is Xella CZ, s.r.o. SO01 is designed as a four-storey building with three above-ground and one underground floors. The building has an exhibition area, a lecture hall, a café, a VIP room, entrance and communicative spaces, hygienic facilities for visitors and employees, air-conditioning machinery. The supporting structure of the building is designed as an assembled, prefabricated, reinforced concrete skeleton. Ceiling structures are designed as SPIROLL 250 mm pre-stressed ceiling panels. The facade is designed as two-layer ventilated. The exhibition gallery is designed with a single-layer flat vegetation roof.
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Hadlock, Chris. "Modelling and Optimization of an Airflow Window with Between-the-Panes Shading Device." Thesis, University of Waterloo, 2006. http://hdl.handle.net/10012/2840.
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Abstract This thesis deals with the numerical investigation of the upper section of a building-integrated photovoltaic/thermal double-façade. The upper section consists of an airflow window with a between-the-panes roller blind. The purpose of this thesis is to develop and validate a numerical model in order to optimize the design of the system. The lower section, which consists of building-integrated photovoltaics, has already been modelled at Concordia University. The results from the lower section will be used as inputs to the upper section.
The validation of the model was carried out in three stages. In the first stage, the model was validated for forced convection between parallel plates using analytical data as benchmarks. In the second stage, a radiation analysis was performed for single, double and triple-glazed closed system with natural convection only. In the third and final validation stage, experimental data gathered from the Solar Lab at Concordia University was compared to the numerical model. The model included the effects of radiation for an open system with forced convection and a between-the-panes roller blind. For all three stages of validation, the results from the model were in excellent agreement with the benchmarking data.
Once the model was validated, a parametric analysis was used to determine the effects of varying key model parameters. The outlet temperature, the useful energy gain, and the net energy gain of the system were plotted as a function of inlet velocity. It was concluded that as the flow rate through the cavity was increased, the air temperature at the outlet approached that of the outdoor ambient air. By computing the heat generated from advection as well as the total losses from the system, including the heat lost from the indoor environment as well as the power consumed by the fan, the net useful heat gain of the system was calculated as a function of insolation level. Operating points (of the fan) for the upper section were therefore determined as functions of insolation level. A second order polynomial equation provided an excellent fit to the data and could therefore be used to determine the ideal operating point of the upper section for any insolation level.
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Bartoňková, Monika. "Veterinární klinika." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409976.
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The subject of this diploma thesis is a proposal of the veterinary clinic in Pardubice. The object consists of 3 rectangles, where zverimex is connected to the veterinary clinic. Objects of the zverimex are veterinary clinic are designed as barrier-free. Object SO01 is partly solved as a two-storey, non-cellar. In the first part of the clinic there is a shop of zverimex with office and stock of rectangular shape. In the second part there is a reception for a veterinary clinic with a distinct entrance from where access is to of individual surgeries. In the inner part, there are offices of doctors, such as operating theaters, preparation rooms, CT, RTG, sono / endo / laparo, a laboratory connected with the infectious ward, a rehabilitation center and individual pet boxes. On the 2nd floor there are wardrobes and social facilities for the staff of the clinic with offices and day room, from where it is possible to enter the outdoor terrace. Hygienic facilities for visitors to the clinic are located in the entrance hall. For zverimex staff is designed at the back of the shop, the staff of the clinic is part of the closets in the 1st floor and 2nd floor. The construction system is a wall with a flat vegetation roof passing into the terraces on the terraces above the 1st NP, the roof above the entrance and over the 2nd NP, zverimex with the roof unobstructed. Ceiling structures are designed as pre-tensioned SPIROLL 320 mm ceiling panels. The exterior of the building of the clinic, which extends only to the 1st floor, is lined with red brick tiles and in the part of the building above which is the 2nd floor, the outside wall is lined with brick-gray cladding.
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Petráš, Vladimír. "Penzion Domažlice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240344.
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The aim of this diploma thesis is a project of a new building of a penzion with four floors. Penzion is situated in cadastral area Domažlice, in the centre of the town Domažlice. The building of penzion is free standing and it´s partially with a basement. There is one basement floor and three floors in this building. There is a facilities for restaurant, 2 conference halls and facillities for penzion on the first floor of building. The second and third floor are used for the accommodation of guests. There are 14 double rooms and one room for two immobile persons on the second floor. On the third floor, there are 12 double rooms and two double apartment. The basement of the building is used for parking and technical facilities of penzion. Roof of the building is designed two types of roofs. Three floors part of the building is covered by warm flat roof and the one floor part of the building is covered by green roof. Structural system consists of the cast – in – place concrete frame which is reinforced by masonry walls. Building envelope is insulated with contact thermal insulation. Facade of the one – floor part of the building and the back part of the building is designed from facade panels. Documentation of the diploma thesis is prepared for the building contruction. The graphical part of documentation has been processed in the Autodesk Autocad software. Thermal assesment has been processed in Svoboda software.
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Neuwirth, Filip. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410064.
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The diploma thesis processes project documentation for the construction of a hotel building with a restaurant facility, which is situated on the outskirts of the western undeveloped part of the regional town Jihlava. The building has three floors and is covered by flat roofs. The hotel meets the conditions of a four-star (****) economic standard. It is designed with 24 accommodation units with a capacity of total 52 persons (4 persons with reduced mobility on the 3rd floor) and restaurant service for 92 guests, social facilities and kitchens. The apartments and guest rooms are located on the 2nd and 3rd floor. On the ground floor there is a representative space of the hotel composed of the entrance hall with reception , space for hotel management, space for technical facilities of the building and restaurant with its own kitchen. The building meets the requirements for zero-energy buildings with a combination of a high-quality construction solution with thermal insulation of building and other technological solutions such as photovoltaic power plants or deep boreholes for stepping pump heating The overall character of the building is emphasized by its architectural design in the light of modern lining of the ventilated facade using cement-fiber boards, whose two-color articulation emphasizes both simplicity and shape function of the building. This solution is combined with large glazed areas that give the building a feeling of spaciousness and evocative cleanliness.
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Podola, Lukáš. "Autodílny s autoškolou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227674.
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The goal of this diploma thesis is to partly elaborate the project documentation of a car repair shop. The building is situated in Hranice (Přerov district) next to the industrial estates near a town part called Nová. It is a three storey building with two aboveground floors and a basement. The building is divided into two parts. The industrial part is designed as prefabricated structure and the non-industrial part is designed to be bricked in Wienerberger Porotherm system. The building is intended for maintenance and repair of racing cars. There are also the office spaces for the company's management and a room for a driving school in the building.
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Doruška, Jan. "Stavebně technologický projekt dostavby výrobní haly v Drnovicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240283.
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This master’s thesis contains selected parts of construction-technological project of completion for a manufacturing hall in Drnovice. Based on the documentation used, the focus is aimed mainly at the technological report for the project and its coordination with broader relations of transport routes. Beside these topics, we discuss time and financial plans of the construction, equipment on the construction site, a proposal of main building machinery and mechanisms and the time plan of the main construction project. Furthermore, we provide a technological instructions, control trial plan for installation of a metal construction and façade panels casing, together with a comparison of industrial floors.
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Hort, Martin. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410007.
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Diploma thesis describes the design and processing of project documentation of the multifunctional building. The multifunctional building is located in the central part of the town Náměšť nad Oslavou. The building has 4 floors. It is partly cellared building with flat roof and walkable terraces. This building is consisted of 2 functional parts, the first part is designed for living and the second one is designed for contact with the customer. There are shops and offices. The first floor is wheelchair accessible. In the basement there is a technical background of the building and cellars for housing units. In this multifunctional building we can find 13 residential units and five offices. All of the floors are connected with staircase and lift. The Carpark and the private garden with playground are also part of this residential area. This building is based on concrete blocks. Load-bearing, peripheral walls and connecting walls are made of ceramic blocks. A monolitic ceiling construction is the combination of the iron and the concrete. Two types of insulation are used in peripheral walls. The first one is called ETICS, external thermal insulation composite system, made of polystyrene. The second type of insulation is facade cladding system where the main insulation layer is made of mineral wool. The insulation layer is replaced by XPS polystyrene where facade is in contact with the ground. Facade cladding panels are made of cement and wood fibers called Cembrit.
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Krištofiaková, Nikola. "Rezidence pro seniory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392010.
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The diploma thesis deals with project documentation for the realization of the retirement residence in the city of Zlín. The building is designed as a detached building with three above-ground floors. On the first floor, there is a main-entrance which is oriented on the north-west. The entrance of the garden is oriented to the south-east. On the first floor, there are a canteen, cafe, facilities for employees, stair, mechanical´s room, and doctor´s office. On the second floor, there are 17 housing until, common room, drying room, and cleaning´s room. On the third floor, they are 13 housing until, two common room, drying room, cleaning´s room and terrace with the view to the garden. In the building is designed roofed atrium who is constituted with a light curtain wall. In the building is designed exterior steel stair who is oriented to the garden. Supporting system building is the frame with prestressed ceiling panels. The building is without a cellar, roofed with flat roofs
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Sengun, Dogan Banu Nur. "An Investigation On The Performance Of Aluminium Panel Curtain Wall System In Relation To The Facade Tests." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615435/index.pdf.
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Extruded aluminium has become the material of choice for building envelope owing to its lightness, wide range of possibilities for profile design, durability and the eco-friendly attitude. In the light of recent technological developments in metal and glass industries, there has been various new approaches towards aluminum curtain wall systems which are mostly preferred by architects in high-rise buildings. Herein, the panel curtain wall system is determined as innovative and the modern aluminium curtain wall system. Furthermore, in the recent prestigious high-rise buildings, the demand of the architects and the contractors begins to replace the conventional curtain wall system which is constructed via stick construction technique, with panel curtain wall system which is applied to the building in a modular form . The main aim of this study is to investigate why the panel curtain wall system comes to the forefront especially for high-rise buildings. Accordingly, the basic architectural, structural and constructional design principles of unitized aluminium curtain wall systems are defined, analyzed and then the advantages and disadvantages of this system are pointed out from an architectural point of view.
In order to evaluate the performance of panel curtain wall system against environmental factors, the facade tests, which are new and still-developing methods in Turkey, are used. The extensive facade tests have been conducted on full-scale specimen under field conditions reproduced in an equipped test chamber by authorized facade testing company and the assessment of this curtain wall performance was provided accordance with related standards. The two story full-size specimen, was 3000 mm to 7600 mm, belongs to one of the prestigious office towers constructed in Istanbul. The facade tests conducted to the specimen include watertightness, air permeability, wind resistance and building movement tests.
In this study, the performance criteria of panel curtain wall system were investigated not only against environmental factors but also against human sourced factors. It is expected that this study will provide a guideline for system designers on the future research and development phase and for architects on the selection of curtain wall systems for their buildings due to the conducted test results and other advantages taken throughout this study.
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Stašová, Darina. "VUT - Rekonstrukce objektu A1-stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240164.
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Subject of this diploma thesis is construction technology project of reconstruction of object A1, faculty of mechanical engineering, BUT in Brno. This diploma thesis contains technical report of construction site, construction site equipment project, time and financial plan, budget of one building object, technological study of the major technology stages, design of mechanical equipment, technological specifications and quality controlling inspections.
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Krmaš, Jan. "Hospic sv. Michaela." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226675.
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The topic of the master thesis is new medico-social facility hospice St. Michaela. The purpose of the object is the maximizing of improvement in the quality of life of dying, severely ill and incurable patients, with the use of palliative care. The construction follows the Complex of Regional Hospital Náchod. Together with as a retirement home Náchod completes a support network of health and social care. The building is designed as a four-building storey and is partially embedded into the sloping terrain. Floors are divided into individual facilities and together constitute a functional unit. In the basement is the technical room, warehouses, garages and kitchen facilities. On the ground floor are then socio-public rooms and facilities. On the second floor is located hedmaster of hospice and accommodation area. The third floor is devoted to the accommodation area. The proposed structure made of brick longitudinal system, supplemented by concrete basement walls. The horizontal structure is made of filigree ceiling panels. Stairs are designed as a precast concrete and steel. Individual roof structures is made from unwalkable, walkable and vegetation compositions. The cladding consists of ventilated facade of glass and wooden panels. Foundations are designed from the lineal foundation.
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Kolářová, Eva. "Novostavba polyfunkčního objektu na ulici Jana Babáka, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226654.
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Project's goal is to test the large buildings' design options in regards to permanently sustainable construction. The author's aim is to design energy efficient multipurpose building, with minimal negative effects on environment. The positive impact on environment is visible on the preference of natural materials used in construction. External constructions of thermal conductivity coefficient at the level of passive standard are designed using objects of renewable energy. The location in Brno has been chosen for the proposed building, specifically the location known as brownfields. Lot is accessible from the street of Jan Babak, where public transport is available. The shape of the lot is in the form of incomplete oval with internal open atrium. The administrative part of the building takes half of the area with the rest of the area being used for other businesses, such as fitness centre and restaurant. Garages are proposed to be located underneath the main building, which is built on rigid structure. This rigid structure is a steel skeleton one with linked ceilings. The foundation of building is on stilt. The roof is of a flat type with variable slope, its structure and slope are of metal construction. Claddings are designed in the form of wooden structure filled with straw bales, the exterior is thermally insulated using fibreboard thermal insulation. Inner tract facade is proposed to be panelled with wooden planks. Photovoltaic panels will be placed both from the south and southeast of the outer oval. The rest of the facade will be panelled with grate for creepers. Only environment-friendly sources of energy are considered for the proposed building. Heating and cooling is based on the heat pump air-water system; using the rainwater as an example of renewing natural energy. The surroundings of the building are designed as meadows for of infiltration of rainwater. The proposed building has been assessed in terms of environmental sustainabilit
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Pilný, Ondřej. "Zdravotnické středisko Hlinsko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372049.
Full textAbstract:
This diploma thesis deals with the design and elaboration process of a project documentation of medical center in city Hlinsko. New building is situated in the northern part of the city in the area determined for constructions of public infrastructure. It´s a four-floor object with partial basement and slant mansard and flat vegetative roof.Object is based on foundation strips and footings made from reinforced concrete.The bearing and internal walls are designed from KALKSANDSTEIN lime sand blocks.The beams and collums are used in the placed designed with open disposition.The ceiling in 1.PP is designed as reinforced concrete for securing fire safety.The rest od ceiling constructions is designed from prestressed concrete panels SPIROLL,with exception in 4.NP,where the ceiling constructions are made from solid roof system YTONG KOMFORT,which is layed on frame system made of steel and reinforced concrete.The peripheral walls of 1.PP are made from lost formwork, which is insulated with extruded polystyrene.The walls in floors above ground are insulated with combination of external thermal insulation system (ETICS) and ventilated facade with CEMBRIT SOLID and PATINA facade cladding panels. The building is functionally divided into several part.Cafe, pharmacy, ambulance and medical center, each with it´s own entrance.Pharmacy is equipped with shop, medicine mixer and storage.Ambulance is equipped with garage slots, background for employees, room of crisis preparedness and operating center.Medical centrum is equipped with emergency, RTG, operating theater, rehabilitations and other types of examination rooms.Each examination room is equipped with waiting room.For more comfort the center has a background for employees.The whole object is designed with forced air exchange. Designed object is barrier-free.In front of the building is situated parking slots for cars, motorbikes and ambulances.Total number of slots is 74 places, which 5 is designed for disabled people.
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Svoboda, Jan. "Sportovní centrum Polička." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240241.
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This thesis deals with the design and elaboration process of a project documentation of a sports centre. The designed sports centre building is situated in the southern part of the town of Polička, in the area determined for sports and free time activities complexes and areas. It is a two-floor, non-cellar, flat-roof building. It is based on plain concrete strip foundations and reinforced concrete foundation footing. The bearing, peripheral and partition walls are designed from POROTHERM hollow clay blocks. Reinforced concrete columns are designated in open disposition areas. The ceiling construction is made from SPIROLL pre-stressed concrete floor slabs and point-supported reinforced concrete slabs. The peripheral walls of the first aboveground floor are insulated with external thermal insulation system with a protective gabion facade. The peripheral wall thermal insulation in a bowling restaurant and gym halls extension is designed from a ventilated facade with CEMBRIT METRO facade cladding panels. The building is functionally divided into two main parts with a shared entrance. The sports centre with gyms and other sports facilities form the first part. Three squash courts, a mini-football piste, a special room for spinning and alpinning, a room for group exercising and cloakrooms with sanitary facilities are designed within one part of the sports centre. A restaurant with a bowling area and a kitchen with storerooms and other facilities for employees form the second part. The designed complex is barrier-free. There is aimed to be a car park for fifty cars, four motorbikes and a bus in front of the building. Three parking places are for disabled people.
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Šimíčková, Alžběta. "Základní umělecká škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410100.
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The aim of this thesis is to make a project documentation of building School of art. It´s a brick object with partial basement and there are 2 aboveground floors. The entrance of the house is situated north. The object has grand plan which is shape of the letter U and its roofed by flat roof with waterproofing from modified waterproofing strips. The peripheral masonry on the above-ground floors is designed from clay masonry POROTHERM and from permanent formwork Diton in the basement. Ceiling constructions are designed from prestressed concrete deck slab Spiroll. The whole building is insulated by contact thermal insulation system. When designing the external appearance of the building the regulations of the surrounding buildings, which consist of houses with flat roofs, were taken into account. The color and material solutions were also based on these principles. The combination of white and brick colors creates a modern look, which enhances the horizontal separation of individual floors by contrasting color line in gray. The premises of the new school also include large outdoor atrium spaces and a park area south of the atrium, which can be used for outdoor teaching and public productions.
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Stuchlíková, Michaela. "Požární stanice Zbýšov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371977.
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The thesis contains a fire station type P1 and object of gym in the administrative area Zbýšov u Oslavan. There is a fire station is build with three floors and the gym with two floors. The design of the fire station is followed accordingly with ČSN 73 5710, it contains premises for administration, day and nigh emergency, training tower and garage and gym. The building with build of ceramic blocks (Porotherm). The ceilings are prefabricated of the pre stressed ceiling slabs. The flats roof is single-skinned and the perimeter casing is made of ventilated facade.
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Garbin, Daniel Fernando. "Efeito do material da face nas propriedades mecânicas de painéis sanduíche para aplicação rodoviária." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/157831.
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Painéis sanduíche são largamente utilizadas em diversas aplicações de engenharia e o estudo de suas propriedades é fundamental para a ampliação de sua utilização. Neste trabalho, foram estudados painéis sanduíche com núcleo de poliuretano e faces de fibra de vidro fabricados pelo processo de laminação contínua. Na primeira configuração, as faces do painel foram fabricadas com manta de fibra de vidro e resina poliéster, com 39% de teor de vidro em massa e espessura de 1,9 mm. Na segunda configuração, as faces do painel foram fabricadas com tecido de fibra de vidro e resina poliéster, com 54% de teor de vidro em massa e espessura de 1,2 mm. Realizou-se o cálculo das propriedades mecânicas de cada compósito no programa MECH-Gcomp. As propriedades do núcleo foram retiradas, inicialmente, da literatura. Então, foi possível realizar a avaliação dos painéis pelo método dos elementos finitos utilizando elementos sólidos, comparando o comportamento dos dois tipos de painéis em relação aos carregamentos de compressão de núcleo, de compressão longitudinal e de flexão. Foram realizados ensaios nas faces isoladas e também nos painéis sanduíche completos. Para as faces, os ensaios foram de teor mássico de fibra de vidro, tração, compressão e cisalhamento Iosipescu, conforme as normas ASTM D5630, D3039/D3039M, D6641/D6641M e D7078/D7078M, respectivamente. Já para os painéis sanduíche, foram realizados os ensaios de compressão de núcleo, compressão longitudinal (edgewise) e cisalhamento do núcleo utilizando flexão, conforme as normas ASTM C365/C365M, C364/C364M e C393/C393M, respectivamente. Após os ensaios, foram calibrados os modelos do MEF, permitindo que os mesmos possam calcular outras configurações similares de painel sanduíche. Foi utilizado o programa Autodesk Simulation Composite Design para realizar a validação do ensaio de cisalhamento do núcleo. Concluiu-se que a análise de elementos finitos foi confiável em representar de forma realista o comportamento dos painéis sanduíche e a redução na espessura das faces do painel pode ser compensada com o aumento da sua resistência mecânica e rigidez por meio do aumento no teor mássico de reforço e trabalhando com a orientação do mesmo.Sandwich panels are widely used in a variety of engineering applications and the study of their properties is fundamental for the expansion of their use. In this work, we studied sandwich panels with polyurethane core and fiberglass faces manufactured by the continuous lamination process. In the first configuration, the panel faces were made of fiberglass and polyester resin, with 39% glass content by mass and 1.9 mm thickness. In the second configuration, the panel faces were fabricated from fiberglass fabric and polyester resin, with 54% glass content by mass and 1.2 mm thickness. The mechanical properties of each composite were calculated in the MECH-Gcomp software. The properties of the core were initially taken from the literature. Then, it was possible to evaluate the panels by the finite element method using solid elements, comparing the behavior of the two types of panels in relation to the core compression loads, edgewise compression and bending. Tests were performed on the faces and also on the complete sandwich panels. For the faces, the tests were fiberglass mass content, tensile, compression and Iosipescu shear, according to ASTM D5630, D3039/D3039M, D6641/D6641M and D7078/D7078M, respectively. For sandwich panels, core compression, edgewise compression and core shear using bending tests were performed according to ASTM C365/C365M, C364/C364M and C393/C393M, respectively. After the tests, the FEM models were calibrated, allowing them to calculate other similar sandwich panel configurations. It was used Autodesk Simulation Composite Design software to validate the core shear test. It was concluded that the analysis of finite elements was reliable in realistically representing the behavior of the sandwich panels and the reduction in the thickness of the panel faces can be compensated with the increase of its mechanical resistance and stiffness by increasing the mass content of reinforcement and working with the orientation of the same.
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Kocmanová, Michaela. "Panda a panda." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410028.
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This diploma thesis presents a project documentation for construction of a zoo pavilion with a restaurant. The structure has to be designed in compliance with regulations for buildings with almost zero energy consumption. Its construction site is located within the existing compound of Prague’s zoo on plot no. 1491/1. The pavilion is proposed to house giant pandas. The building has three floors- one underground and two above. It is covered by a flat green roof. In terms of circulation, the structure is composed from two parts. The first one is formed by premises for the pandas, including necessary facilities for their wellbeing and their breeding; and the second part is visitors’ part, including restaurant, gift shop and amenities. The building is enclosed by two exterior expositions for pandas which are connected with the interior exposition premises by two ramps- tunnels. There is a roof terrace adjacent to the restaurant for visitors to enjoy the view of pandas in their exterior grounds. The vertical structure of the pavilion for giant pandas is a combination of load bearing brick walls and cast-in-place concrete walls- the underground floor and the ground floor is formed by the cast-in-place concrete walls and the upper floor is formed by the brick walls made out of autoclaved aerated concrete blocks. The horizontal structures are formed by prestressed concreted floor panels or in the case of the upper floor by cast-in-place reinforced concrete slabs.
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Bobek, Filip. "Kulturně vzdělávací centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392174.
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This thesis presents a proposal to design a cultural education centre. The object is located in the suburbs of Velké Meziříčí village. It is situated in a residential area near a primary school and a kindergarten. The object will be connected to the local infrastructure and will also have a car park attached. The building will comprise of two operationally connected parts. The first part will consist of several classrooms intended for afterschool clubs, the other will be designed as a gym. The object is of an L shape with two stories above ground. The object is made of hollow ceramic blocks with concrete-steel ceilings. The roof of the building is of a saddle design and is made of wooden roof. The object is designed with steel roofing and profile roofing tiles. The façade is insulated with mineral fibre and ventilated with a system of load bearing steel grid and fibre cement boards. The object will serve children and the youth in activities during their free time. The building is also designed for the disabled.
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Výšek, Jan. "Požární stanice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226555.
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Diploma thesis solves the creating of layout study and creation of documentation for the realization new fire station. In the object is contemplated with placement of regional fire brigade unit, category JPO I and volunteer firefighter unit of city together, category JPO III/1. Fire station category will be considered as P1. The object consists of two structurally and functionally different parts. The first part is made of ceramic masonry with external thermal insulation composite system. Here are located administrative and operational premises. This section has two floors. Second part is solved as single-storey skeletal system made of reinforced concrete, roofed by prestressed concrete trusses. This part contains technical facilities and a garage. The cladding of the skeletal part of building is designed by using sandwich facade panels. Object has dissected ground plan, maximum dimensions are 54,80x22,20 m. Building has no basement and is roofed by flat roofs only. Object is located in peripheral locality of the city Jaroměř. Surrounding terrain is flat. Solved area contains a few related objects.
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Juračková, Edita. "Moderní poliklinika." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225754.
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Subject of master's thesis is project of health centre in Brno. The building is constructed as a frame of reinforced concrete with four above-ground floors. The building is based on square individual footing and uncased piles. Building envelopes consists of supporting part and thermally isulated part. Supporting part is made of earated concrete block Ytong. Thermally isulated part is made of thermal insulation polystyrene and Kingspan panel facade cladding. Building is roofed with vegetative promenade flat roof with 3-meters-high trees. Part of master's thesis is also a static desing of reinforced concrete components, fire-safety solving and thermal-technical evaluation og building.
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Horstmann, Michael, Josef Hegger, Till Büttner, Silke Tomoscheit, and Ulrich Pachow. "Neue Entwicklungen bei Berechnung und Anwendung von Sandwichfassaden aus Textilbeton." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244050047149-40277.
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Die Anwendung von textilbewehrtem Beton ermöglicht vorgefertigte, filigrane und leichte Betonkonstruktionen von hoher Dauerhaftigkeit und Oberflächenqualität. Stand der Technik in der Anwendung sind hinterlüftete Fassadenplatten mit Dicken von 20-35 mm und Größen von bis zu 12,3 m², die aufgrund der geringen Querschnittssteifigkeiten nur mit metallischen oder monolithischen Aussteifungen realisierbar sind. Steife, tragfähige und dennoch leichte Querschnitte lassen sich mit Sandwichkonstruktionen erreichen, die große Spannweiten und zusätzliche Einsparpotentiale im Betoneinsatz und der Gesamtbauteilstärke ermöglichen. Insbesondere selbsttragende Sandwichkonstruktionen bieten ein hohes Anwendungspotenzial im Fassadenbereich. Der vorliegende Beitrag berichtet über Lastannahmen, Tragverhalten, Herstellung und Anwendung beim Hallenneubau des Instituts für Textiltechnik, RWTH Aachen.
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Lanzon, Joseph, and kimg@deakin edu au. "EVALUATING LUBRICANTS IN SHEET METAL FORMING." Deakin University. Department of Science and Engineering, 1999. http://tux.lib.deakin.edu.au./adt-VDU/public/adt-VDU20040428.095238.
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The sheet metal forming process basically involves the shaping of sheet metal of various thickness and material properties into the desired contours. This metal forming process has been extensively used by the automotive industry to manufacture both car panels and parts. Over the years numerous investigations have been conducted on various aspects of the manufacturing process with varied success. In recent years the requirements on the sheet metal forming industry have headed towards improved stability in the forming process while lowering environmental burdens. Therefore the overall aim of this research was to identify a technique for developing lubricant formulations that are insensitive to the sheet metal forming process.
Due to the expense of running experiments on production presses and to improve time efficiency of the process the evaluation procedure was required to be performed in a laboratory. Preliminary investigations in the friction/lubricant system identified several laboratory tests capable of measuring lubricant performance and their interaction with process variables. However, little was found on the correlation between laboratory tests and production performance of lubricants. Therefore the focus of the research switched to identifying links between the performance of lubricants in a production environment and laboratory tests. To reduce the influence of external parameters all significant process variables were identified and included in the correlation study to ensure that lubricant formulations could be desensitised to all significant variables.
The significant process variables were found to be sensitive to die position, for
instance: contact pressure, blank coating of the strips and surface roughness of the dies were found significant for the flat areas of the die while no variables affected friction when polished drawbeads were used. The next phase was to identify the interaction between the significant variables and the main lubricant ingredient groups. Only the fatty material ingredient group (responsible for the formation of boundary lubricant regimes) was found to significantly influence friction with no interaction between the ingredient groups. The influence of varying this ingredient group was then investigated in a production part and compared to laboratory results.
The correlation between production performance and laboratory tests was found to be test dependant. With both the Flat Face Friction test and the Drawbead Simulator unaffected by changes in the lubricant formulation, while the Flat Bottom Cup test showing similar results as the production trial. It is believed that the lack of correlation between the friction tests and the production performance of the lubricant is due to the absence of bulk plastic deformation of the strip. For this reason the Ohio State University (OSU) friction test was incorporated in the lubricant evaluation procedure along with a Flat Bottom Cup test.
Finally, it is strongly believed that if the lubricant evaluation procedure highlighted in this research is followed then lubricant formulations can be developed confidently in the laboratory.
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Revilla, Melanie Audrey. "Impact of the mode of data collection on the quality of survey questions in social sciences." Doctoral thesis, Universitat Pompeu Fabra, 2012. http://hdl.handle.net/10803/94494.
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This dissertation studies the impact of the mode of data collection on the quality of
answers to survey questions, defined as the product of reliability and validity. Using
data from the Netherlands about different topics (media, social and political trust,
satisfaction, political orientation, left-right self-placement, attitudes toward
immigration), it shows that the quality is similar in a computed assisted face-to-face
survey using show cards (the European Social Survey, ESS) and a web survey based on
a probability sample (the LISS panel). This is true both at the level of single items and
composite scores. It suggests that standardised relationships across variables can be
compared across these two modes. On the contrary, telephone interviews lead to some
differences in quality. For complex concepts, measurement equivalence also holds,
meaning that means and unstandardised relationships can be compared across the faceto-
face and web surveys mentioned previously.Esta tesis estudia el impacto que el método de recolección de datos en encuestas tiene sobre la calidad de las respuestas, definida como el producto de la fiabilidad y la validez. Utilizando datos de Holanda sobre temas diversos (utilización de los medios de comunicación, confianza social y política, satisfacción, orientaciones políticas, autoubicación en la escala izquierda-derecha, actitudes hacia la inmigración), se muestra que la calidad es similar en una encuesta cara-a-cara asistida con ordenador y utilizando tarjetas (la Encuesta Social Europea) y una encuesta online basada en una muestra probabilística (el panel LISS). Esto se cumple tanto para los indicadores simples, como para indicadores complejos. Los resultados sugieren que las relaciones estandardizadas entre variables son comparables entre los dos métodos de recolección. Al contrario, las entrevistas telefónicas producen diferencias de calidad. Para conceptos complejos, la equivalencia de las mediciones también está garantizada: las medias y las relaciones no estandarizadas son comparables en las entrevistas cara-a-cara y online.
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Revilla, Melanie. "Impact of the mode of data collection on the quality of survey questions in social sciences." Doctoral thesis, Universitat Pompeu Fabra, 2012. http://hdl.handle.net/10803/94494.
Full textAbstract:
This dissertation studies the impact of the mode of data collection on the quality of
answers to survey questions, defined as the product of reliability and validity. Using
data from the Netherlands about different topics (media, social and political trust,
satisfaction, political orientation, left-right self-placement, attitudes toward
immigration), it shows that the quality is similar in a computed assisted face-to-face
survey using show cards (the European Social Survey, ESS) and a web survey based on
a probability sample (the LISS panel). This is true both at the level of single items and
composite scores. It suggests that standardised relationships across variables can be
compared across these two modes. On the contrary, telephone interviews lead to some
differences in quality. For complex concepts, measurement equivalence also holds,
meaning that means and unstandardised relationships can be compared across the faceto-
face and web surveys mentioned previously.Esta tesis estudia el impacto que el método de recolección de datos en encuestas tiene sobre la calidad de las respuestas, definida como el producto de la fiabilidad y la validez. Utilizando datos de Holanda sobre temas diversos (utilización de los medios de comunicación, confianza social y política, satisfacción, orientaciones políticas, autoubicación en la escala izquierda-derecha, actitudes hacia la inmigración), se muestra que la calidad es similar en una encuesta cara-a-cara asistida con ordenador y utilizando tarjetas (la Encuesta Social Europea) y una encuesta online basada en una muestra probabilística (el panel LISS). Esto se cumple tanto para los indicadores simples, como para indicadores complejos. Los resultados sugieren que las relaciones estandardizadas entre variables son comparables entre los dos métodos de recolección. Al contrario, las entrevistas telefónicas producen diferencias de calidad. Para conceptos complejos, la equivalencia de las mediciones también está garantizada: las medias y las relaciones no estandarizadas son comparables en las entrevistas cara-a-cara y online.
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Smutný, Květoslav. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226697.
Full textAbstract:
This thesis deals with the detailed documentation of the sports center . Estimated location of this building is on the property number 136/15 in Karlovy Vary in the cadastral Tuhnice in the Karlovy Vary region. Currently, land without regular use. The land is owned by the investor. Newly built three storey sports center will serve the large kinds of sports activities. The sports center will offer the first floor , two multipurpose rooms , for example, aerobic , spinning , heat, zumba and other sports, the climbing wall and two squash courts and in the second floor of the gym and two multi-purpose halls . The first floor will also find a restaurant with two bowling lanes . The project was based on the layout of the study and the project planning permission . The result of this work is to complete detailed documentation, which includes a drawing of the situation , floor plans , sections, elevations , drawings, foundations , ceilings , roofs, stairs and details. Furthermore, a technical report , extracts elements of fire safety of the building and thermal assessments of buildings.
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Lengyel, Aleš. "Obvodní oddělení Policie ČR v Brně Bohunicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410043.
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The master´s thesis elaborates the project documentation for the construction of the District Police of the Czech Republic in Brno. The new building is situated in the north of city part Bohunice. It´s a three- floor object with partial basement and flat roof. The bearing perimeter masonry, internal bearing masonry and internal non- load bearing masonry are made with technology from ceramic hollow blocks. Ceiling construction is designed from prestressed ceiling panels. The perimeter walls of the of the underground floor are made from blocks of lost formwork, which is insulated with extruded polystyrene. The walls on the above- ground floors are insulated by a combination of contact thermal insulation system and ventilated facades with fiber- cement facade cladding boards.
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Kašuba, Patrik. "Polyfunkčný dom Brno-Řečkovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371948.
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The aim of the diploma thesis is processing of the design documentation to execution newly-built multifunctional building in the city part Brno - Řečkovice. Multifunctional building is a detached house, which is located in a quiet area on the edge city. This is a five floor building with four floor, one basement and flat roof. Building is rectangular shape. At the object are twelve parking spaces for cars. Vertical load-bearing structure are made of masonry and reinforced frame system, reinforced concrete floor and prestressed hollow core slab Spiroll. External facade building is created by render scrape texture and flush facade in ground floor.
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Dvořák, Jiří. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371861.
Full textAbstract:
The diploma thesis deals with design and elaboration of the project documentation of the sports center. The proposed sport center facility is located in the western part of Zruč nad Sázavou, in a location designed for buildings and areas of sport and relaxation use. The object of the sports center is designed as two-storey, non-blocked, roofed flat roof. The main feature of the sports center is the multipurpose sports hall with a single-shell curved flat roof. The supporting element is a curved glued lamellar truss. The proposed contruction of the sports center has 2 functional parts. This is a multipurpose sports hall with backgrounds (dressing rooms, washrooms), two squash courts, a gym and two exercise halls as well as facilities. The sports hal lis complemented by tribune for 380 spectators. The second part is a sports bar with a capacity of 40 people. The perimeter structures of the sports center are designed by a ceramic and insulated mineral wool contact systém with a ventilated aluminum facade. The supporting ceiling structure consists of prefabricated Spiroll panels. Designed 2 VZT engine rooms in 2nd floor, on efor 1st floor and second for 2nd floor including sports hall. Hot water heating by gas boilers. Part of the proposed construction is paved areas of parking lots
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Kratochvílová, Šárka. "Enviromentální vědeckotechnický park v Zábřehu." Master's thesis, Vysoké učení technické v Brně. Fakulta architektury, 2009. http://www.nusl.cz/ntk/nusl-215625.
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Diploma project develops the intention to build up an ecological project based on renewable resources utilization of energy and materials recycling in Zábřeh. The study is engaged in possible area extension and tries to divide it into functional zones, when zone of main production remains the same (already elaborated project) and the zone of extension where there is settled production storages, alt.production hall extension. Third zone, so-called green zone, is developed in more detail. The green zone is a belt of plot separating the production area from second-class road nr.315, and also creates entrance gateway and lungz of the whole area. The green belt is conceived as a sojourn park with water elements(biotopes, lake, water basin), which is intersected by wooden footbridge, that connects object of multifunction pavilion and office building and ends at articifial island, or more precisely as a torso in the lake waters, symbolizing the science, which´s end is far away for human beings. The footbridge is also an axis between planned science-technological centres for the direct processing of waste materials. Administration building and pavilion are conceived as a „second nature“, purely human artifact, whih is also clearly expressed in „non-natural“ materials used. Their concept tries to saturate client´s requests and use the renewable resources of energy with observance of building biology principles (author´s request) at the same time.
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Gossé, Jean-Baptiste. "L'Europe face aux déséquilibres mondiaux : une analyse historique, théorique et empirique." Phd thesis, Université Paris-Nord - Paris XIII, 2010. http://tel.archives-ouvertes.fr/tel-00544238.
Full textAbstract:
Au cours des années 2000, les Etats-Unis ont bénéficié d'un transfert d'épargne sans précédent dans l'histoire. Cette thèse propose d'étudier les conséquences de ce phénomène de « déséquilibres mondiaux » pour l'Europe. Tout d'abord, nous mettons en évidence un cycle britannique des déséquilibres mondiaux (1815-1944) au cours duquel les Européens ont largement tiré parti des transferts d'épargne et un cycle américain (depuis 1944) durant lequel ils n'y participent que marginalement. A partir d'un modèle théorique, nous montrons que le cycle britannique est marqué par une boucle « balance courante – investissements à l'étranger – revenus d'investissement » qui permettait aux pays du centre européen de consommer davantage que leurs revenus tout en continuant à augmenter leurs détentions d'actifs étrangers et donc leurs rentes. Au cours du cycle américain, le modèle indique que l'accumulation de déséquilibres mondiaux résulte des stratégies de croissance des Etats-Unis, de l'Asie et de l'OPEP, et implique pour l'Europe : (i) un ralentissement de la croissance ; (ii) une appréciation de l'euro ; (iii) un faible impact sur la balance courante. A l'aide d'un modèle VAR structurel nous confirmons empiriquement ces trois résultats théoriques pour la zone euro. Enfin, nous montrons à partir du modèle théorique qu'en adoptant une stratégie de croissance tirée par la demande intérieure l'Europe aurait pu contrer ces effets néfastes. Une étude en panel de la relation de cointégration entre balance courante et solde budgétaire indique que la politique budgétaire aurait pu constituer un levier efficace surtout dans les petits pays de la zone euro.
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Jůnová, Lucie. "Novostavba technického zázemí DIAMO ve Stráži pod Ralskem - příprava realizace stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240022.
Full textAbstract:
The master’s thesis is focused on the construction of new building of technical hinterland DIAMO in Straz pod Ralskem. It is a two-storey building. The building is designed brick with prefab pressed reinforced concrete panels, roofed a flat roof. The work includes technical report, technological regulation for ventilated facade, design a construction site installations, time schedule, control and test plan, itemized budget, fire and safety solutions.
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Eygun, Kihlberg Adrian. "Trädsligheter - Hotell i Mariefred." Thesis, KTH, Arkitektur, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-173749.
Full textAbstract:
Grundförutsättningarna för projektet var uppgiften att skapa ett mindre hotell i småstaden Mariefred som skulle relatera till staden på ett meningsfullt sätt. För att hantera hotelltypologins motstridiga behov av å ena sidan publika, livfulla ytor å andra sidan privata, lugna rum tog projektet inspiration av de rogivande träden på den i övrigt livfulla tomten som angavs i uppgiften. Hotellets olika rum, rumsgrupper och planlösning har därmed inspirerats av en trädanalogi. I projektet har även flödande rumssamband undersökts för att hantera verksamhetens stora behov av kommunikationsytor. I byggnaden har dessa försökts minimerats och planlösningen präglas istället av funktionsspecifika rumsgrupperingar ordnade efter förmodade flöden av gäster, personal och övrig logistik. Utrymme för flexibilitet i planlösning var även en del av processen med följden av stor variation av sammankopplade hotellrum eller möjlighet till extraprogram i bottenplan. En betydande utmaningen i processen var att låta trädanalogin vara en inspiration för meningsfull arkitektur utan att landa i det alltför pretentiösa. En annan stor utmaning var att få de flödande, flexibla rumssambanden till en funktionell planlösning och fortfarande ha möjlighet att utveckla projektet arkitektoniskt i övrigt.The basis of the project was the assignment of creating a small hotel in the town of Mariefred that would relate to the town in a meaningful way. To handle the conflicting needs of the hotel typology consisting of - on the one hand public, vibrant parts and on the other hand private, quiet hotel rooms - the project took inspiration from the trees in the assigned site which gave peace to a relatively lively place. The hotel’s various rooms, group of rooms and the plan has thus been inspired by a tree analogy. The project also has examined a plan characterised of rooms and functions connected in a flow with minimised space solely dedicated for circulation. Groups of rooms with specific functions is organised according to presumed flows of guests, staff and other logistics. Flexibility in the plan was also part of the process with the result of a big variety of interconnected hotel rooms and the possibility of temporary additional programs on the ground floor. A significant challenge in the process was to let the tree analogy stay as an inspiration for meaningful architecture without being pretentious. Another big challenge was to get the flowing, flexible room relationships to a functional floor plan and still be able to develop the project architecturally otherwise.
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Vančura, Jakub. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227242.
Full textAbstract:
The aim of this master thesis is proposal of a sport center building. The proposal consists of design of a detached building with room for climbing gym, sauna, massage room and also space for fitness, spinning and yoga. A bar with area for relaxing is a part of the building as well. The sport center has two floors and no basement. Due to the climbing gym, the second floor does not cover all disposition of the second floor. The support system of the building is skeletal. Part of the building´s roof is supported by steel truss frames with purlins, another part with solid panel trusses with purlins. The cieling is made of holoribs and reinforced concrete. The building is covered by single layer roof and has ventilated facade.
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Mikač, Jakub. "Hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372155.
Full textAbstract:
This diploma thesis solves design of the new building for temporary accommodation. The building of hotel is located in the center of village Halenkov on plot no. 103/1, which is city plan for construction of buildins for development. The building is designed as two and no cellerage. The floor plan of designed building is creating the shape of letter L. The has gabled roof with a slope of 40 degree at the part for accomodation and single-layer flat at the part for restaurant. The building is of brick construction system of Porotherm blocks based on concrete footings. The ceilings consist of reinforced concrete monolithic slab andpre-stressed concrete floor slabs. The hotel is equipped with 27 rooms for 50 guests and the restaurant is designed for 72 customers. The thesis is processed in the form of project documentation for new building, containing all the requirements according to applicable standards and regulations.
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Navrátil, Michal. "Centrální požární stanice Svitavy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410054.
Full textAbstract:
The diploma thesis elaborates the project documentation for the construction of a new apartment of central fire station type C1 with the administrative part of the Territorial Department. The fire station is technologically linked to the second building SO.02 the technical and technological background of the fire station. The building is situated on the eastern edge of Svitavy. The building is non-cellular, it has three floors and a flat green roof. Three floors fulfilling matter with mainly administrative function is connected with two floors blocks fire station with an indoor gym. Above the floor containing garages for emergency vehicles facilities for the emergency unit are placed with a curtain that creates fading of the emergency door. The matter of the gym is optically separated from the station and highlighted with a volume narrow neck and height elevation. In the station there are training places and places for general physical preparation. The buildings are located in a sloping terrain. The ground fire station has a heliport. The establishment supporting columns of the building are for made of prefabricated calyx, and are concreted into monolithic foundation pads. Infill wall vertical bearing and non-bearing structures are designed from clay blocks type THERM. The bearing system is reinforced concrete prefabricated frame. Horizontally bearing structures are designed from prestressed hollow core slabs. The building envelope is made of a curtain wall in dark grey and red combined with a light contact thermal insulation system used on the indoor gym. The envelopes are in the administrative part and the part of the station divided by a glazed area. In the workshops and technology room the envelope is divided by lamellae. Usually there are 13 firemen during one shift, in three shifts there work 39 firemen all together. There are supposed to be 17 employees in the administrative department.
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Rohlena, Jan. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265264.
Full textAbstract:
The objective of the present thesis is to design a sports center and provide the relevant design documentation for it. The designed building is situated on a flat plot in Hradec Králové which is intended as a building plot or a sports/relax area. The designed sports center is a two-level building without cellar with a flat roof. The building foundations are designed as foundation strips, mainly from plain concrete. The external, loadbearing, and partition walls are designed with clay blocks POROTHERM. The floor structure is designed with prestressed concrete floor slabs SPIROLL. The thermal insulation is resolved with ventilated facade with facade panels. CEMBRIT SOLID. The building is divided into three individual functional units with one shared entrance. It consists of two sports halls with facilities designed for sportsmen and staff, and a gym together with the facilities for costumers. A restaurant and a kitchen are situated in the second floor.
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Vaněk, Pavel. "Mateřská škola v Zubří." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240473.
Full textAbstract:
The final thesis „Kindergarten in Zubří“ is processed in the form design documentation for the construction. Kindergarten is designed for fifty children, part of the building is a large garden. It is a detached building with two floors. The surrounding terrain is slightly sloping. Kindergarten is located in a good walking distance from residential buildings in the town. The facility contains three class, the economic part, part of the leadership, part of the hobby activities, the public part. It is a masonry building based on the concrete strip foundations.
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Pospíšil, Václav. "Medicínské centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410080.
Full textAbstract:
The subject of my diploma thesis is the design of a new medical center MEDCEN in the area of the Jihlava hospital, on plot no. 4374/1. The total land area is 22 706 m2. The building has three aboveground and one underground floor. The vertical bearing structure consists of masonry ceramic elements, which are complemented by a monolithic, water-reinforced concrete in the underground floor. Vertical peripheral structures are equipped with thermal insulation system, in the above-ground floors with ventilated facade. The vertical load-bearing structures are made of prefabricated reinforced concrete panels and reinforced by reinforced concrete beams at the local load. The whole building is designed flat single-skin roof with a classic order of layers, where the main waterproofing layer consists of plasticized PVC foils. The layout of the building is divided into left and right wing, which connects the central central part. The entire underground floor is designed to be operational, there are parking spaces for employees, storage facilities and technical facilities of the building. Individual offices, nurses and waiting rooms are designed on all above-ground floors. In the central central part are designed sanitary rooms for visitors and employees. On the first floor is a pharmacy and X-ray examination room. On the third floor there are two office management offices and one-day surgery premises.