The aim of my diploma thesis is to design and make out a design documentation to show the look of new post office building. The plot is located in the cadastral area of Lesná and the parcel numbers are 1344/1, 1344/3, 1344/4 and 1345. The building is located on a flat terrain. The building consists of two above-ground floors and one underground floor. On the first floor are public areas, post offices and the background of the post office. On the second there is the office of the director, office of the representative, meeting room and facilities for the post office employees. In the underground floor there is technical equipment of the building, archive and storeroom of post office. The construction system is made in a combination of monolithic skeleton and ceramic bricks. It is designed with a flat roof wich is drained by with roof gullies.

The project has been prepared complete documentation of new building to kindergarten the level of documentation for building construction. The target is to create operational dispositive solution which takes account of everyday operations. The new building is comprised of three sections for ninety children. There is also place for kitchen and dining room. The building is located on the outskirts of Šlapanice. The terrain is sloping. The house is based on the footings of plain concrete, is built from the building system HELUZ and is covered with a flat roof. Built-up area is 927,5 m2.

Orientador: Dione Mari Morita / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo / Made available in DSpace on 2018-08-09T06:49:02Z (GMT). No. of bitstreams: 1 Andrade_PatriciadeSouza_M.pdf: 12634128 bytes, checksum: ef95c0220ac5866367967c94cd48ab45 (MD5) Previous issue date: 2005 / Resumo: No Brasil, a maior parte dos resíduos gerados no tratamento de águas não tem destinação apropriada, sendo a mais comum o lançamento direto nos corpos d'água, que causa impacto em sua qualidade e na biota aquática. No presente estudo, o resíduo proveniente da estação de tratamento da água de Cubatão (São Paulo) foi incorporado à argila utilizada na produção de blocos em uma indústria de Tatuí (SP). A mistura foi realizada na proporção mássica lodo:argila de 7%. O resíduo foi caracterizado segundo parâmetros pertinentes, considerando sua procedência e uso final. Foi aplicado, então, o Método"Ad-Hoc" para avaliar os impactos ambientais potenciais decorrentes do uso do lodo no processo industrial. Da análise das entrevistas com especialistas e da revisão da literatura, concluiu-se que estes impactos eram: contaminação do solo e da água subterrânea devido ao annazenamento do lodo no pátio e disposição inadequada dos blocos pósconsumo; contaminação dos funcionários da indústria ocasionada pelo manuseio do lodo; contaminação do ar em decorrência da volatilização dos componentes do lodo no pátio e no processo industrial e devido às emissões nos fornos; contaminação da população que mora ou trabalha nos locais de disposição do bloco pós-consumo e no seu entorno. Os impactos foram quantificados por meio de análises e testes com e sem a incorporação do resíduo. Análises de risco e modelos matemáticos foram aplicados, resultados obtidos nos testes com e sem lodo foram comparados e foi avaliado o atendimento às nonnas nacionais e internacionais. Concluiu-se que o lodo da estação de tratamento de água de Cubatão podia ser aplicado na indústria cerâmica de Tatuí, sem trazer alterações significativas no processo industrial, na qualidade dos blocos e nos impactos ambientais produzidos no processo cerâmico. Além disto, foi possível desenvolver uma metodologia para avaliar a possibilidade de reúso de resíduos de estações de tratamento de água na indústria cerâmica / Abstract: In Brazil, one of the problems which may have a direct effect on the environment is the sludg resulting from sedimentation and filtration at water treatment facilities, as this by-product is ofte discharged directly into the nearest available rivers and streams. When this happens, impacts o the water quality and detrimental effects to the aquatic biota may resulto In this study, residual ITom Cubatão Water Treatment Plant (WTP), in the State of São Paulo, were used to produc bricks in an industry localized in Tatuí (SP). For this purpose, 7 % (dry weight basis) of cIay ma be substituted by sludge. This residual was characterized considering its origin and final use. Afie that, the "Ad-Hoc" Method was applied to evaluate the potential environmental impacts caused b the addition of the sludge into the industrial processo Gathering the interviews with specialists an the literature review, it carne to the concIusion that the environmental impacts were: soil an underground water contamination due to the disposal of sludge in the industrial area before i1 incorporation in the process and because of the inappropriate discharge of the bricks after its us~ contarnination of the industry employees by handling the residual; air contamination as a result c volatile organic compounds present in the sludge and also because of the emissions that OCCUI during the firing process; contamination of people who lives nearby or work at the places wher the bricks are disposed after its use. The impacts were quantified with analysis and tests with an without the use ofthe residual. Risk assessment and mathematical models were applied, the resul1 obtained in both tests (with and without sludge) were compared and the compliance to natiom and international regulations were verified. The conclusions of this study were that the sludg ITom the Cubatão WTP could be incorporated in the ceramic industry ITom Tatuí withOl significant changes in the industrial process, in the brick' s quality or on the environmental impac1 caused by the ceramic processo Beyond that, it was possible to develop a methodology to evaluat the potential use ofthe waterworks sludge in the ceramic industry / Mestrado / Saneamento e Ambiente / Mestre em Engenharia Civil

Submitted by Johnny Rodrigues (johnnyrodrigues@ufcg.edu.br) on 2018-09-06T19:10:49Z No. of bitstreams: 1 JOSELITO BARBOSA DA SILVA - TESE PPGEP 2009..pdf: 24353415 bytes, checksum: af00c2bf379ee7a0fedb0f2e9164b959 (MD5) / Made available in DSpace on 2018-09-06T19:10:49Z (GMT). No. of bitstreams: 1 JOSELITO BARBOSA DA SILVA - TESE PPGEP 2009..pdf: 24353415 bytes, checksum: af00c2bf379ee7a0fedb0f2e9164b959 (MD5) Previous issue date: 2009-12-17 / CNPq / Capes / Com aplicação nos mais variados setores, os materiais cerâmicos podem ser utilizados para fabricação de utensílios domésticos, materiais para construção civil e até mesmo revestimento de naves espaciais. Na fabricação de tijolos cerâmicos (por exemplo, na conformação e/ou secagem) podem surgir danos estruturais como trincas, deformações e empenamentos que diminuem a qualidade do produto final. A secagem é um processo termodinâmico, no qual ocorre a redução do teor de umidade do sólido, mediante o fornecimento de energia ao mesmo. Com o estudo das simulações computacionais capazes de prever o comportamento de variáveis como teor de umidade, temperatura e tensões no interior dos tijolos cerâmicos, é possível obter um processo de secagem mais rápido e otimizado, evitando desperdícios de matérias-primas e economia de combustíveis. Buscando melhorias para o processo de secagem de tijolos cerâmicos, este trabalho apresenta um estudo numérico e experimental da secagem de tijolos vazados. Um modelo matemático tridimensional transiente é apresentado para predizer a transferência de massa e calor e simular a distribuição do teor de umidade, temperatura no interior do sólido, considerando simetria em torno do centro do sólido, propriedades termofísicas constantes e variação de volume (encolhimento). Para validação da metodologia numérica foram realizados experimentos de secagem com tijolos cerâmicos vazados industrial de oito furos doados pela Cerâmica Cincera, localizada no município de Santa Rita-PB. Nos experimentos, foram usadas temperaturas de secagem de 50, 60, 70, 80, 90 e 100°C. Verificou-se que para temperaturas de 50 e 60°C e umidades relativas de 20,8% e 13,5% respectivamente a velocidade de secagem é menor, diminuindo os riscos de defeitos no produto. Já nas temperaturas de secagem de 80, 90 e 100°C, surgem altos gradientes de temperatura e umidade no interior do tijolo que geram tensões termo-hídricas, ocasionando grandes fissuras e trincas, principalmente nas regiões dos vértices e paredes internas dos furos principalmente no início do processo, diminuindo aparentemente com o tempo de processo devido as contrações da camada exterior e superior. / With application in various sectors, the materiais can be used for the manufacture of household goods, building materiais and even coating of spacecraft. In the manufacture of bricks (for example, the conformation and / or drying) may cause damage to structural cracks, distortion and warping that diminish the quality of the final product. Drying is a thermodynamic process, which is reducing the moisture content of the solid, by providing energy to it. Through the study of computer simulations can predict the behavior of variables such as moisture, temperature and stress inside the bricks, you can get a drying process faster and optimized, avoiding wastage of raw materiais and fuel economy. Seeking improvements to the drying process of clay bricks, this paper presents a numerical and experimental study of the drying process of a hollow brick. A three-dimensional transient mathematical model is presented to predict the mass transfer and heat to simulate the distribution of moisture content, temperature inside the solid, considering the symmetry around the center of the solid, constant thermophysical properties and volume change (shrinkage). For validation of the numerical experiments were carried out with drying hollow bricks industrial donated by eight holes "Cerâmica Cincera", located in Santa Rita-PB. In the experiments, were used drying temperatures of 50, 60, 70, 80, 90 and 100°C. It was found that for temperaturas of 50 and 60°C and relative humidity of 20,8% and 13,5% respectively the drying rate is lower, reducing the risks of product defects. Already at the drying temperatures of 80,90 and 100°C, there are high gradients of temperature and humidity inside the brick tensionally thermal water, causing large cracks and broken, especially in the corners and the inner walls of the holes especially in the initial process, apparently reducing the processing time because thecon tractions of the outer layer and above.

The goal of this diploma thesis is a design study and project documentation for a new-building of a kindergarten in a city of Prešov (city part Solivar), Slovakia. The kindergarten will be a institution for pre-school education for children from 3 to 6 years old. The projects of the kindergarten building consist of one classroom for children within the age from 3-4, one classroom, for children within the age from 4-5 and third classroom for children from 5-6 years old. The designed object also contains janitor’s room and closet, laundry room, director’s office and a community room for cultural happenings held by kindergarten. Parking spaces are designed outside, in front of the building next to the main entrance. The playground is placed on the south-west side. The building of a kindergarten is designed as monolithic reinforced concrete skeleton structure with longitudinal beams. The circumferential walls will be made of ceramic bricks with a contact thermal insulation ETICS system. Ceilings are designed as a monolithic reinforced concrete. Over the 2nd floor, there will be a saddle roof and the roof over the first floor will be flat, with a gravel layer. Foundings of the building are designed as a concrete strips which expand to pads under columns.

The object of this work is the preparation of project documentation for construction of a block of flats building containing all requirements in accordance with applicable regulations and standards. The building is located on sloping terrain on land 553/14, 553/15, 553/16 and 553/17 in the cadastral area Nemošice. The building has three overground floors containing a total of eleven residential units and one underground floor, which is partially below ground, where the six individual garages and cellars. Perimeter walls floors are made of ceramic bricks, underground floors of concrete bricks. Masonry is fitted with contact system. Ceilings are made of prestressed concrete ceiling panels, flat roof single casing.

The kontent of the diploma thesis is processing of project documentation for administrative building in Hodonín, first done as a feasibiity study and then as a pilot project. The object is standalone, with free floors. The work also comprises the thermal technical assessment chosen constructions, the fire protection report, the accompanying report, the summary technical report and the technical report. The building is designed with traditional building materials – KM Beta. Encosure is designed as single-layer flat roof.

The Subject of this diploma thesis is design documentation of Relax sports facility with accommodation in Suchdol and Odrou. Mixed-use building is three-storeyed with partial basement. Roofing is flat single-skinned roof over the entire building. From the material point of view, the basement is made from lost formwork, all aboveground floors are bricked from ceramic blocks. The facade is designed as ventilated. Ceilings will be made from cast-in-place reinforced slabs and the sports ground will be covered with glued lamellar beams. The basement part of the building is relaxing - there are various types of saunas, cooler, whirlpool and massage room. On the first floor there is a restaurant with backgrounds and kitchen, a café, and sports activities in the form of badminton, squash and gym. Two more floors are used mainly to accommodate guests in the hotel. All operations are functionally connected by the reception hall.

This master thesis elaborates the project documentation for the construction of an office building in Krnov city, located in the Moravian-Silesian region. The office building has four utility above-ground floors and one underground floors serving as underground garages. There is a cafe, stationery, showrooms and office space with sanitary facilities. The construction system is designed as a monolithic reinforced concrete skeleton. Vertical infill constructions are made of brick technology from Porotherm ceramic blocks. The ceiling structures are made of filigree panels with hidden steel girders, which are embedded with concrete layer. The basement and the basic structure of the house is designed as a white tub. The building is covered with vegetation roof. The design emphasized increased comfort in use and the overall modern concept of an office building. Overall, the building is designed to the required values for a near zero energy building.