Dissertations / Theses on the topic 'Sanitary installation'

The diploma thesis solves question about sanitation installations and gas installation on the factory floor in Tišnov. The theoretical part deals with draining and cleaning of waste water containing oil products. The work also focuses on possible solutions given specialization. Project part solves sanitation installations and gas installation on the factory floor in the selected variant of the object. This is a large hall with an administrative part.

This thesis deals with plumbing in the hotel. The theoretical part is devoted to pumping tech-nology and the internal pressure of the water mains in high buildings. The work presents different variants of a possible solution in a given speciality. Project part solves sanitary equipment installation in the variant selected in the given building.

My final thesis "Health technical installations in high-rise building" is developed in the form of a project presentation containing all requirements according to applicable regulations for presenting a building construction plan. The design documents a tall building with twenty floors above ground with 3 underground floors handled by distribution of plumbing, and water system, including drainage systems. This property consists of underground garages, offices, restaurants and apartments. Documentation includes projects of connections - water, sewer, individual floor plans, sections, and axonometric diagrams. The thesis is developed by including specialty architectural design and includes the seminar work “Drinking water supply for high-rise building.”

This thesis details the building design blueprints and associated project documentation for a sports and leisure center in the town of Holesov. The building consists of 2 floors and a basement. In the basement there are rooms for sporting and relaxation activities and a staff room for employees. There is a reception and restaurant in the first floor. The last floor contains massage parlors and solariums with the inclusion of a VIP lounge. This dissertation includes an architectural study and technical specifications for the sanitary engineering and concrete structures of the building. The latter of which includes the calculations for the cross reinforced concrete platform.

Les installations de production d'eau chaude solaire collective ayant peu évolué ces vingt dernières années, il paraissait important de rechercher des innovations afin de les améliorer d'un point de vue technico-économique.
Nous avons ainsi conçu un ballon de stockage à stratification, fonctionnant aussi bien dans les installations individuelles que dans les installations collectives.
La simulation du comportement d'un ballon domestique puis collectif grâce au code CFD Fluent a permis de mettre en évidence l'influence positive de la présence d'injecteurs à plaques sur les entrées solaires ainsi que sur l'entrée d'eau froide.
Les résultats expérimentaux, obtenus grâce à la mise en place d'un banc expérimental, ont permis de valider le modèle CFD ainsi que l'utilisation des injecteurs à plaques vis-à-vis de la stratification thermique. Une étude par injection de colorant a également permis d'étudier qualitativement la stratification au sein du ballon.
L'objectif du travail étant d'optimiser les installations solaires d'eau chaude collective, nous avons élaboré un modèle avec le logiciel TRNSYS. Il permet de simuler l'ensemble des composants intervenant dans la production solaire d'eau chaude sanitaire de telles installations. La validation du modèle de référence développé a été réalisée grâce à des données expérimentales. En effet, l'installation solaire de la maison de retraite « Les Berges de l'Hyères » située à Chambéry (73) a été instrumentée de façon à obtenir notamment le bilan énergétique aux bornes de chaque composant. La comparaison des résultats expérimentaux et numériques indique la cohérence du modèle, bien que des différences, néanmoins explicables, persistent.
Ce modèle a ensuite servi de base de comparaison dans la proposition d'installations innovantes plus performantes sur le plan énergétique. La comparaison des différentes solutions est basée sur le taux de couverture solaire corrigé. Contrairement au taux de couverture défini dans la Garantie de Résultats Solaires (GRS), le taux de couverture solaire corrigé considère l'énergie d'appoint ainsi que l'énergie nécessaire au fonctionnement des auxiliaires. Les conclusions à l'issue de ces simulations sont très satisfaisantes. En effet, les installations solaires collectives décentralisées atteignent des taux de couverture solaire corrigés de 30% et réduisent ainsi sensiblement les rejets de CO2. Nous avons également mis en évidence l'intérêt de faire fonctionner l'installation en débit variable. L'alimentation des pompes grâce à des cellules photovoltaïques est également très prometteuse.
Enfin, l'analyse économique montre que les installations à production solaire centralisée et à appoint individualisé, ainsi que les installations décentralisées, permettent d'effectuer des économies non négligeables sur la fourniture de l'énergie d'appoint. Cependant, l'investissement initial est fonction du nombre de ballons mis en place, et par conséquent, les temps de retour sont plus ou moins intéressants.

The diploma thesis deals with the problems of sanitation installation in a multifunctional building in Třinec. The theoretical part focuses on the analysis of the topic, with emphasis on the draining and cleaning of waste water. The thesis also focuses on possible solutions given specialization. The project solves the sanitation installation of the multifunctional building in the selected variant. It is a multistorey building where are supermarket, shop, pharmacy, cafe, public toilets, fitness center and commercial space.

A complexidade das atuais edificações e, consequentemente, a divisão dos projetos em especialidades e subsistemas evidenciam as dificuldades do coordenador de projetos em gerenciar todo o processo de projeto. Há necessidade de um fluxo contínuo de troca de informações e de comunicação entre os envolvidos. A prática do BIM (Building Information Modeling) e o emprego de suas ferramentas computacionais propiciam aos projetistas a agilidade e precisão no desenvolvimento do projeto, uma vez que possibilita, por exemplo, uma visualização da interação de todos os subsistemas do edifício. No entanto, o cenário atual da tecnologia não provê ferramentas para todos os fluxos de trabalho necessários, e quando fornece, nem sempre o software disponível segue as normas específicas para determinada aplicação em certo país. As normas técnicas estabelecem requisitos e recomendações relativos ao projeto e devem ser observadas por projetistas para a segurança e qualidade das edificações. Neste sentido, o objetivo desta pesquisa é desenvolver regras de verificação e validação de modelos BIM para sistemas prediais com base em normas técnicas brasileiras, tais como a de sistemas prediais de água, de esgoto sanitário e de águas pluviais. O método empregado considera o levantamento das recomendações normativas e suas respectivas transformações em regras que possam ser verificadas automaticamente por meio de programas de computador. O programa adotado foi o software Solibri Model Checker (SMC), que faz uso de modelos em Industry Foundation Classes (IFC). Os resultados mostram que regras simples de comparação e relacionadas a propriedades de cada elemento são possíveis de serem parametrizadas no SMC e têm resultados sólidos de fácil visualização, o que permite uma correção mais rápida e dinâmica por parte dos projetistas e coordenadores de projeto. Para regras mais complexas, necessitou-se da criação de ferramentas paralelas ao SMC. Constata-se que o SMC ainda é incompleto quando se trata da análise de projetos de sistemas prediais hidráulicos e sanitários, porém é possível desenvolvê-las uma vez que o modelo em IFC pode conter todas as informações necessárias às análises. Assim, verifica-se a necessidade de que os projetos BIM contenham as informações e obedeçam a padrões de modelagem para que possam ser utilizados na verificação de regras de modo eficiente. Por fim, os resultados desta pesquisa contribuem para o emprego do BIM no desenvolvimento e análise de projeto de sistemas prediais hidráulicos e sanitários com maior precisão, agilidade e qualidade.
The complexity of existing buildings and, consequently, the division of projects and sub-specialties highlight the difficulties the project coordinator to manage the entire design process. There is a need for a continuous flow of information exchange and communication among stakeholders. The practice of BIM (Building Information Modeling) and the use of their computational tools provide designers the speed and accuracy in the development of the project, as it enables, for example, a preview of the interaction of all building subsystems. However, the current technology landscape does not provide tools for all to workflows required, and when it does, they do not always follow standards a specific application in a given country. The technical standards contain requirements and recommendations relating to the project and must be observed by designers for the safety and quality of the buildings. In this sense, the objective of this research is to develop procedures for verification and validation of BIM models for building systems based on Brazilian technical standards, such as building systems for water, sanitary sewer and storm water. The employed method considers the collection of policy recommendations and their changes in rules that can be automatically checked using computer programs. The adopted program was Solibri Model Checker software (SMC), which makes use of models in Industry Foundation Classes (IFC). The results show that simple comparison rules and related properties of each element are able to be parameterized in the SMC and have solid results for easy viewing, allowing faster correction and dynamic on the part of designers and design engineers. For more complex rules the creation of parallel tools to SMC is needed. It appears that the SMC is still incomplete when it comes to the analysis of hydraulic and sanitary building systems projects, but you can develop them as the model in IFC can contain all the necessary information to the analysis. Thus, there is a need that the BIM projects contain the information and comply with standards for modeling which can be used to verify rules efficiently. Finally, the results of this research contribute to the use of BIM in the development and design analysis of hydraulic building systems and toilets with greater accuracy, speed and quality.

Atualmente a visão sistêmica na compreensão dos problemas tem sido uma poderosa ferramenta e esta Dissertação aplicou estes conhecimentos aliados à economia de água, fonte de várias pesquisas atuais devido à preocupação deste bem cada vez mais escasso. O objetivo deste trabalho foi a compreensão dos fenômenos hidráulicos em bacias sanitárias, utilizando-se o modelo proposto por Mendes, envolvendo várias áreas da engenharia: perdas de cargas em tubulações, verificações de Normas Brasileiras de produtos e sistemas prediais, aplicações de Quantidade de Movimento, estudos de jatos utilizando-se a teoria de Abramovich e o efeito Splash e as respectivas utilizações destas ferramentas nas análises do desempenho do sistema hidrossanitário. A sugestão da obtenção de informações através do hidrograma de saída da bacia sanitária estudada permitiu, utilizando-se um reservatório de descarga graduado, a variação do nível e, consequentemente, informações hidráulicas relevantes: duração da descarga, volume consumido, a força de arraste induzida pelo escoamento ( ação motriz da remoção dos sólidos) e as máxima e mínima tensões de cisalhamento. A performance do equipamento estudado foi obtida devido a vários fatores, entre eles: o formato tronco-cônico com escoamento helicoidal interno às paredes do equipamento e o sifão trompa que difere dos sistemas atuais por permitir uma menor perda de energia quando do transporte de sólidos. O modelo estudado apresentou resultados que, apesar de permitir melhoramentos, são otimistas quanto ao volume consumido (4 litros), além do fato de evitar o desconforto (dentro dos parâmetros estabelecidos) do efeito Splash aos usuários quando do ato de defecar e a remoção (simulada em softwares) dos resíduos no ramal de saída. A principal conclusão deste trabalho é que as melhorias de desempenho em bacias sanitárias necessariamente passam pelo bom uso da Mecânica dos Fluidos e da Hidráulica.
Currently, the systematic approach of problems comprehension has been a powerful tool. This knowledge was used on the present work, as well as information about water saving, subject of a lot of nowadays researches, considering the concern about this natural resource (water), scarcer with each passing day. The purpose of this work was to understand the hydraulic phenomena at sanitary basins, using the model considered by Mendes, relating several engineering areas: load loss on tubings, verifications of Brazilian Norms about building products and systems, applications of motion quantity measuring, jets studies under the Abramovich theory, the \"Splash\" effect and the respective uses of these tools on the performance analysis of the hydro-sanitary system. The suggestion of the information attainment through the exit hydrogram of the studied sanitary basin allowed, by using a graduated water flush reservoir, the level variation and, consequently, relevant hydraulic information: flush duration, volume of water consumed, drag force induced by drainage and the maximum and minimum shear tensions. The performance of the studied equipment was obtained because of several factors, such as: truncated cone format with helical drainage internal to the equipment walls and the siphon tube that differs from the current ones, because it allows a smaller energy loss when transporting the solids. The studied model has presented results that, despiste possible improvements, are optimistic about the volume of water consumed (4 liters), beyond the fact that prevents the discomfort of the \"Splash\" effect on the users (according to the established parameters) and facilitates the residues removal (simulated by softwares) from the exit branch. The main conclusion of this work is that the performance improvements on sanitary basins are essentially related to good use of Fluid Mechanics and Hydraulics.

The diploma thesis is focused on sanitary installations. Theoretical part is focused on description of flow meters and their categorization and flow measurement. Calculation and project part is about water suplly, sewerage and pipeline in health care center. Building is located in Brno and it is a reconstruction, which is divided into stages. The part of the building, which is solved in this thesis is 5. stage.

The master thesis deals with sanitation installations and gas installations in the new multifunctional building situated in Kroměříž. The theoretical part is focused on analysis of the topic. It describes in detail possibilities of rainwater management and it compares its design by both valid standarts and valid regulations. Technical part solves sanitation installations and gas installations of assigned building with the chosen option.

Diploma thesis deals with design of sanitary and gas instalation in hotel building. It is hotel with four floors and basement. Theteoretical part is focused on grey water treatment systems and possibility of their use in the building. The Computational part and project includes design of sanitary and stormwater sewer, water supply system, gas installations a their service pipes to current utility lines.

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Financiadora de Estudos e Projetos
In an increasingly competitive civil construction market affected by the ever greater shortage of skilled construction labor, the correct calculation of work team size based on labor productivity data that are feasible and representative of each construction company is an important strategy for overcoming today s challenges. Construction work includes hydraulic and sanitary sewer systems and piped cooking gas installations for buildings, due to the fact that work team size is often calculated empirically. Thus, the objective of this work is to propose a method to calculate the size of teams for the execution of these systems, based on goals of labor productivity and operational planning for the execution of these services, by allocating the members of the teams to the jobs programmed within the timetable foreseen in the work schedule. The proposed method is divided into three main stages: (a) diagnosis of current labor productivity; (b) calculation of work team size and planning at operational level, involving programming of the activities of each work team over the period stipulated for the execution of the work; and (c) control of productivity according to the established goals. The method was applied at a construction site, specifically during the execution of the cold water supply systems and the sanitary sewer systems located in the wet environments of two multistorey residential towers. The method produced satisfactory results, improving labor productivity in the execution of the cold water supply systems by 20.1% and in that of the sanitary sewer systems by 27.7%.
Num mercado de construção civil cada vez mais competitivo e potencializado com o crescente aumento da escassez de mão de obra qualificada para a execução dos serviços, o correto dimensionamento das equipes de execução destes com base em dados de produtividade da mão de obra factíveis e representativos de cada empresa construtora torna-se uma estratégia importante na superação destes desafios impostos atualmente. Dentre os serviços de construção, merecem destaques aqueles relacionados aos sistemas prediais hidráulicos, sanitários e de gás combustível pelo fato de, muitas vezes, as equipes de trabalho serem dimensionadas de forma empírica. Assim, este trabalho tem como objetivo a proposição de um método para o planejamento operacional da execução destes serviços com base no estabelecimento de metas de produtividade da mão de obra e da programação das atividades das equipes dentro dos prazos previstos de acordo com o cronograma da obra. O método proposto é dividido em três etapas principais: (a) diagnóstico da produtividade da mão de obra vigente; (b) dimensionamento das equipes de execução e planejamento ao nível operacional contendo a programação das atividades de cada equipe ao longo do prazo estipulado para execução dos serviços e (c) controle da produtividade em função das metas estabelecidas. O método foi aplicado em um canteiro de obras, especificamente na execução dos ramais de água fria e na execução dos ramais de esgoto sanitário localizados nos ambientes molháveis de duas torres de edifício residencial de múltiplos pavimento. Os resultados obtidos com a aplicação do método nestes dois serviços foram satisfatórios, ocasionando uma melhoria da produtividade da mão de obra (RUP cumulativa) na execução destes serviços na ordem de 20,1% e 27,7%, respectivamente.

This diploma thesis deals with the design of sanitary and gas installations in a new apartment building in Jedovnice on Na Větráku street. The apartment building has one underground and four aboveground floors with a total of 26 residential units. On the ground floor there is a cellar with a utility room. The theoretical part deals with the measurement of hot water consumption, which took place on an apartment building with the same number of residential units as the solved new building apartment building in the thesis. The calculation part and the project contain design of sewage and rainwater sewer, water, gas pipeline and their connection to public networks.

This graduation theses contains the solution of new multifunctional building. The house includes a one underground and three above-ground floore with a flat roof. Project contains architectonical and engineering solution, constructive (statics) part and sanitary, technical installations.

The thesis deals with sanitary engineering and gas installation in an apartment building with a healthcare facility. The theoretical part is focused on the installation systems, which are addressed to the suitability of the system in the given project, and the advantages and disadvantages of these systems. Computational and project part addresses the sewer, water mains and gas in the specified object. Designed building is without a basement and eight storeys. On the first floor is located technical facilities around the building and three residential units. All other floors are located on each floor of four residential units. This thesis is done on the basis of current Czech and European regulations.

This master’s thesis deals with the overall sanitary and gas pipeline installation in a supermarket. The theoretical part deals with equipment and requirements for large kitchens with regard to the food preparation in this building. The computing and design part deals with the sewerage, water supply and gas distribution in the supermarket. The property counts over six thousand square meters and is partly two-storeyed. There are also several smaller sales units in addition to the sales areas, facility for staff and warehouses. The diploma thesis is based on current Czech and European regulations.

Diploma thesis is aimed to drainage of the sewerage and rain waters, drinkable water and fire-extinguishing water supply and supply of the gas to the gas appliances. Theoretical part is dealing with the sewerage water and its usage. Technical part is dealing with the building water distribution to sanitary installations and gas installations in the chosen solution.

The aim of this diploma thesis is the design of this closed area of the shelter dogs with veterinary facilities and administration shelter in a specific location in the outskirts of Bystřice pod Hostýnem, street Meziříčská. It is a building amenities. In addition to the project itself is part of the job specialization - health and technical installations and connections. The work was developed in response to a bachelor thesis. The intention is to create a functional device with everyday hour, which will be provided by 7 employees. Given that the region is not represented such a device, its implementation will meet the requirements and demands of citizens of the town but also surrounding communities. The capacity of the shelter is designed based on the client's requirements with the possibility of placing domestic animals in max. Of 50 dogs, 50 cats and 16 small animals. Unless capacity is full, the device can be used as an animal hotel. In its own proposal, the emphasis was on the overall architectural character and design solutions. Structures in the area are designed from the structural system KM BETA with a contact system.The aim of this diploma thesis is the design of this closed area of the shelter dogs with veterinary facilities and administration shelter in a specific location in the outskirts of Bystřice pod Hostýnem, street Meziříčská. It is a building amenities. In addition to the project itself is part of the job specialization - health and technical installations and connections. The work was developed in response to a bachelor thesis. The intention is to create a functional device with everyday hour, which will be provided by 7 employees. Given that the region is not represented such a device, its implementation will meet the requirements and demands of citizens of the town but also surrounding communities. The capacity of the shelter is designed based on the client's requirements with the possibility of placing domestic animals in max.

This diploma thesis deals with health-technical and gas piping in the asylum building. The topic Rain Water Handling is the theoretical part where the usage of water is discussed according to the legal regulations and its functionality. The computational and project part deals with sewerage, water and gas distribution system in this two floors non-cellar asylum building. This bachelor thesis is written according to Czech and European regulations

L’objet de cette thèse est l’analyse de l’interface entre, d’une part l’offre technologique d’assainissement et de latrinisation au Burkina Faso, qui se traduit en grand partie par la mise en place de latrine dans les concessions et dans lieux publics, et d’autre part la dimension sociétale à travers les représentations sociales des individus et des communautés et leurs logiques d’action dans le rapport à la latrine. La confrontation des deux dimensions aborde en effet un champ d’étude qui analyse l’équipement « latrine » à l’épreuve des représentations sociales qui y sont associées et des contraintes objectives de son implémentation. La thèse aborde ainsi une sociologie de l’assainissement qui questionne plus spécifiquement le processus de latrinisation au Burkina Faso, à travers les dimensions représentationnelles, notamment les représentations du propre et du sale et la symbolique de la latrine, les logiques d’action des usagers, leurs pratiques subséquentes, de la sphère domestique à la sphère publique. Dans un contexte national du Burkina Faso marqué par un faible taux d’accès à l’assainissement et avec des municipalités en construction dans un processus de décentralisation, l’étude de la latrinisation dans les villes moyennes étudiées (Ouahigouya, Dori, Houndé et Pouytenga) interroge par ailleurs les dispositifs effectifs de gestion des latrines pour comprendre la problématique globale de la diffusion et de la durabilité des ouvrage d’assainissement
The purpose of this thesis is to analyze the interface between, on the one hand, the technological supply of sanitation and latrinization in Burkina Faso, which is largely reflected in the setting up of latrines in concessions and in public places, and on the other hand, the social dimension through the social representations of individuals and communities and their action logics in relation to the latrine. The confrontation between the two dimensions involves a field of study that analyzes the “latrine” equipment through social representations associated and objective constraints of its implementation. The thesis addresses sociology of sanitation that more specifically questions about the process of latrinization in Burkina Faso, througt the representational dimensions, including the representations of the clean and the dirty and the symbolism of the latrine, the logics of action of users, their subsequent practices, from the domestic sphere to the public sphere. In a national context of Burkina Faso marked by a low rate of access to sanitation and where, in a process of decentralization, the municipalities are under construction, the study of latrinization in tne medium-sized cities (Ouahigouya, Dori, Houndé and Pouytenga hemps in understanding the overall problem of sanitation facilities, through the effective latrine management systems