Actualmente, los sectores empresariales optimizan sus costos sin perder eficiencia productiva en Data Center Móviles tercer izando el servicio y adquiriendo esta tecnología ya que la infraestructura montada es de utilidad para todo ámbito empresarial. El presente proyecto trata sobre el servicio de implementación de un nuevo Data Center Contingente tipo Container, en adelante CPD, como consecuencia de las necesidades de mejora centro de los procesos de negocio. El diseño y dimensionamiento de los diferentes componentes cumplen los estándares requeridos en el mercado. Los Outdoor Enclosure Electric Shelter Prefabricados en sí y todos los equipamientos eléctricos utilizados en sus sistemas para la protección, control y supervisión, están construidos de acuerdo a las Normas vigentes de ANSI, NEMA, ASTM, IEEE, ISA, OSHA, los cuales además cuentan con Aprobaciones y Certificación de Calidad de Laboratorios como UL, CSA, SEC o Laboratorios de Control de Producción y de Certificación de Calidad equivalentes. Actualmente las empresas vienen usando enlaces propios y dedicados para manejar su información y conexión con su data center principal y de contingencia. En muchos casos desaprovechando la comunicación entre ellos por lo que se requiere la necesidad de ser más efectivos en el uso de sus recursos de comunicación, por lo cual se debe considerar los siguientes aspectos: • Modelamiento de Tráfico. • Seguridad. • Conmutación de enlaces. Currently, the business sectors optimize their costs without losing production efficiency in Mobile Data Center outsourcing service and acquiring this technology because the infrastructure is mounted useful for all business field. This project deals with the service of implementing a new quota type Data Center Container, hereinafter CPD, following needs improvement center business processes. The design and dimensioning of the different components meet the required standards in the market. The Outdoor Enclosure Electric Shelter Prefabricated itself and all electrical equipment used in systems for the protection, control and monitoring are built according to current standards of ANSI, NEMA, ASTM, IEEE, ISA, OSHA, which also have with Approvals and Quality Certification Laboratories as UL, CSA, SEC or Control Laboratories Production and Quality Certification equivalents. Currently companies are using own links and dedicated to manage their information and connection with your main data center and contingency. In many cases missing the communication between them so the need to be more effective in their use of communication resources is required, so you should consider the following: • Traffic Modeling. • Security. • Switching links.

O planejamento e controle logístico cumpre um importante papel no processo de montagem de sistemas construtivos pré-fabricados, e pode ter um impacto substancial nas metas do empreendimento em termos de prazo, custo, qualidade e segurança. A falta de planejamento logístico na construção pode causar congestionamento em postos de trabalho e resultar em baixa produtividade. Building Information Modeling (BIM) tem sido apontado como uma grande oportunidade para a melhoria do desempenho da logística de canteiros, principalmente pelo uso de modelos 4D para analisar planos de construção, assim como reduzir conflitos espaciais em canteiros de obras. Entretanto, modelos 4D têm sido frequentemente utilizados simplesmente para representar a sequencia de execução definida em uma rede CPM, sem considerar atividades que não agregam valor, tais como estoques e transporte. Visando a preencher esta lacuna, esta pesquisa propõe um modelo para o planejamento e controle logístico para sistemas construtivos pré-fabricados do tipo engineer-to-order, utilizando BIM 4D. Pesquisa construtiva foi a abordagem metodológica adotada nesta pesquisa. Quatro estudos empíricos foram realizados em diferentes canteiros de obras de uma empresa de estrutura metálica, nos quais processos logísticos foram planejados e controlados. O estudo também propôs diretrizes para integrar o planejamento logístico ao planejamento e controle da produção e para o uso de gestão visual para apoiar o controle logístico. O modelo proposto sugere que o desenvolvimento e uso de modelos 4D para controle e planejamento logístico deve ter uma ampla participação de diferentes intervenientes. / Logistics planning and control plays a key role in the process of assembling prefabricated building systems, and can have a major impact in project goals in terms of schedule, cost, quality and safety. The lack of construction logistics planning may cause congestion in workspaces and result in low productivity. Building Information Modeling (BIM) has been pointed out as a major opportunity for the improving the performance of site logistics, especially by using 4D models to analyze construction plans as well as to reduce spatial conflicts in construction sites. However, 4D models have been often used simply for representing the installation sequence defined in a CPM network, without considering non value-adding activities, such as inventories and transportation. In order to fill this gap, this research work proposes a logistics planning and control model for engineer-to-order prefabricated building systems using BIM 4D. Constructive research was the methodological approach adopted in this investigation. Four empirical studies were carried in different construction sites of a steel fabricator company, in which logistic processes were planned and controlled. This study also proposes guidelines for integrating logistics planning and control with production planning and control, and for the use of visual management to support logistics control. The proposed model suggests that the development and use of 4D models for logistics planning and control should have a broad participation of different stakeholders.

Den globala uppvärmningen har lett till att Sveriges regering, för att uppfylla de globala klimatmålen, har tagit fram ett lagkrav som är tänkt att träda i kraft från 1 januari 2022. Lagkravet innebär att utsläpp av växthusgas ska dokumenteras för byggnader över hela deras livscykel. Syftet och målet med examensarbetet är att undersöka och analysera en modulbyggnads klimatpåverkan under produktskedet. Objektet som undersöks är en byggnadsmodul med bostadsytan 40,6 m2, som ingår i ett större flerbostadshus. Klimatpåverkan har beräknats och analyserats i form av en livscykelanalys med Byggsektorns Miljöberäkningsverktyg. Analysen är avgränsad till modulens produktskede inklusive råvaruförsörjning, transport och tillverkning av modulen. Resultatet av studien är att modulen släpper ut 124,8 kilogram koldioxidekvivalenter per kvadratmeter enligt specifika data. Mest utsläpp av växthusgaserx kommer från materialet korslimmat trä och från energikällorna som används vid tillverkningen av byggprodukter och modulen. / Global warming has led to the Swedish government, as part of the global climate goals, to propose a legislative requirement that is supposed to come into force from January 1, 2022. The forthcoming legislative requirement will stipulate that greenhouse gas emission from buildings' life cycle are documented and presented. The purpose and goal of this thesis is to investigate and analyze the climate impact of a prefabricated building module during the product stage. The object investigated is a building module with a living area of 40.6 m2, which is part of a larger apartment building. The climate impact has been calculated and analyzed with life cycle analysis approach using the Construction Sector's Environmental Calculation Tool (Byggsektorns miljöberäkningsverktyg). The analysis is limited to the product stage of the module including extraction and processing of raw materials, transportation and manufacturing of the module. The result of the study is that the modules climate impact is 124.8 kilograms carbon dioxide equivalents per square meter according to specific data. The major part of greenhouse gas emissions comes from the material cross laminated wood and from energy sources being used in the manufacturing of building products and the module.

Vid byggnation av betongväggar på vatten- och reningsverk används dom tvåmetoderna platsgjutna och prefabricerade väggar. Metoderna ger liknande resultatmen skiljer sig avsevärt i genomförande. Vi har därför valt att studera ämnet och draslutsatser om vilken metod som är att föredra.För att studera ämnet valde vi Skebäcks Reningsverk i Örebro som studieobjekt därdom båda metoderna att uppföra nya mellanväggar i betong har använts i sambandmed ombyggnation av befintliga bassänger.Vi har valt att studera kostnader och arbetsmiljöfrågor kring dom två olikabyggmetoderna.Som underlag för kostnadsberäkningen har vi använt Wikells Sektionsdata samtprisuppgifter från leverantörer. För att studera arbetsmiljön har intervjuer genomförtsmed två yrkesverksamma betongarbetare. Intervjuerna gav sedan underlag för enenkät som skickades ut till yrkesverksamma betongarbetare.Vår studie visar att prefabricerade väggar beräknas ge en lägre byggkostnad änmotsvarande platsgjuten vägg vid ett reningsverk. Studien visar även attbetongarbetare föredrar prefabricerade lösningar ur arbetsmiljösynpunkt. Fysisktpåfrestande moment undviks och tiden som spenderas på arbetsplatsen minskar vidprefabricerade betongelement. / When building concrete walls at water and wastewater treatment plants , the twomethods are cast-in-place and prefabricated walls. The methods give similar resultsbut differ considerably in implementation. We have therefore chosen to study thesubject and draw conclusions about which method is preferable.To study the subject, we chose Skebäcks wastewater treatment plant in Örebro as astudy object where both methods of constructing newpartitions in concrete havebeen used in connection with the reconstruction of existing basins.We have chosen to study costs and work environment issues around the twodifferent construction methods. As a basis for the cost calculation, we have usedWikell's Sektion Data and price information from suppliers. To study the workenvironment, interviews were conducted with two professional concrete workers. Theinterviews then provided the basis for a questionnaire that was given to professionalconcrete workers.Our study shows that prefabricated walls provide a lower construction cost than thecorresponding cast-in-place wall at wastewater treatment plant . The study showsthat concrete workers prefer prefabricated solutions from a work environment pointof view. Physically stressful moments are avoided and the time spent in theworkplace is reduced when building with prefabricated concrete walls.

The diploma thesis deals with project documentation for the realization of a new fire station class C1 in Valašské Meziříčí. The building is is designet in two operating units - the garage part and the administrative part. The garage part has the necessary technical facilities and stockrooms. Over the garage there are rooms for firefighters performing the service during the night shift. The garage part follows the administrative part of the building, which has three above-ground floors. On the first floor there are offices of fire prevention, population protection and crisis management. On the second floor there are facilities for firefighters - a gym, a sauna, a day room and a classroom. The third above-ground floor is designed for the head of the territorial department, the chief of the fire station and the integrated rescue system office. The main entrance to the building is located in the administrative part of the western side at level 1NP. The structural system of the garage part consists of a prefabricated reinforced concrete frame. The administrative part is built in mansory system. The building is without cellar, roofed with flat roofs.

The diploma thesis includes a new building of the fire department. The building is located in Valašské Klobouky, along Brumovská street. The main entrances to the buildings are oriented to the west. It is a two-storey building, in part a basement. The construction system is bricked. The object is covered with a flat and sloping roof.

The content of the thesis is to solve the relocation of railroad and bicycle path. I tis a bridge with five field. 2 studies were designed, one of which was elaborated within the Framework of this thesis. Was selected option no. 1 concrete prefabricated T-beams with coupled concrete slab The static model was created in Scia Engineer 18.1. and reports were processed manually, according to EC. The effects of wind, snow, acceleration and braking forces have been neglected.

The aim of this diploma thesis is the processing of selected parts of the construction technology project for the New office and manufacturing building of GRADIOR TECH a.s. The building is located in the Královopolská industrial park in Brno - Královo pole. The construction is divided into 6 buildings. The indicative time and financial plan focuses on the building as a whole. Furthermore, the diploma thesis focuses in detail on the construction technology project project in detail on the building of the office building, which is based on drilled piles. On these piles, the cup feet for pillar fitting are placed on which the beams are fitted together with frames and ceiling panels. The building is diverse and contains both prefabricated and monolithic structures.

The subject of my thesis is to elaborate the project documentation for construction execution of an administrative building with added production hall which is found in the town Benešov near Prague. The object of the administrative building has one underground and free above-ground floors. The underground floor serves for operating purposes connected with production. The first above-ground floor serves for staff catering. On the second above-ground floor we can find social rooms, dressing rooms and washrooms for employees. Offices can be found on the last third above-ground floor. Vertical supporting constructions on the underground floor are made of blocks filled with concrete i.e. 300 mm. On the above-ground floors rhere are vertical supporting constructions which are made by walled technology from ceramic Therm blocks i.e. 300 mm. Vertical constructions partially consist of precast wall panels and partially of monolytic panels i.e. 250 mm. The roof is designed as a flat green area. During the design processing the impact was put on increased comfort for using and overall modern concept of the object.

Subject of this thesis is elaboration study and project documentation of new firehouse building type P in Polná. New firehouse building is designed instead of the original firehouse, which was in poor technical condition and didn’t meet the new requirements. The firehouse is situated on the plot number 91/5 with adjacent numbers 91/11, 91/10, 91/7, 91/8, 91/9, 91/6, 2684, 2693. The land is slightly sloping. The building is detached, partially basement and with three aboveground floors. The vertical load-bearing structure in the basement consists of masonry from permanent formwork and in the aboveground floors the sand-lime masonry YTONG SILKA. Horizontal load-bearing structures are designed from prestressed panels Spiroll. The roof is designed as single-skin flat roof with a poured cementitious foam layer. Firehouse consists of two parts – administrative-operational part and garage of emergency vehicles with appropriate stores. The main entrance and exit of vehicles are situated southwest. The administrative of firehouse is on the 3rd floor. Fire brigade rooms are on the 2nd floor, locker rooms with clothing stores are on the 1st floor. The technical background is designed on the underground floor. Garage parking space is situated over two floors and is roofed by flat single-skin roof. Project documentation is designed according applicable laws, decrees, regulations and technical standards.