Under tidsperioden 1965-1974 byggdes i Sverige omkring en miljon nya bostäder, även kallat för Miljonprogrammet. Idag utgörs närmare en tredjedel av det svenska bostadsbeståndet av bostäder från denna period och många byggnader börjar uppnå sin tekniska livslängd. Sverige har efter EU-direktiv tagit fram nationella mål om en effektivare energianvändning. För att snabbare nå dessa mål kan renovering och upprustning av miljonprogrammet kombineras med våningspåbyggnad.   Sverige står också inför växande bostadsbrist, likt under miljonprogrammet, samtidigt som samhället har begränsade ytor såväl i stadskärnor som i tätorter. Genom att rusta upp bostäder från miljonprogrammet i samband med en våningspåbyggnad kan nya bostäder skapas på ett resurseffektivt sätt och energiprestandan för den befintliga byggnaden förbättras.   I det här projektet har energiprestandan för ett tidstypiskt flerbostadshus utvärderats och därefter jämförts mot då flerbostadshuset utrustats med en våningspåbyggnad. Projektet tilldelades ett referenshus i Nacka som efter uppbyggnad och simulering i programvaran IDA ICE resulterade i en årlig energianvändning på 197,1 kWh/m2. En våningspåbyggnad lades till på referenshuset och visade efter simulering i programvaran IDA ICE en ny årlig energianvändning på bland annat 169,7 kWh/m2.   Efter projektet stod det klart att med en våningspåbyggnad kan energiprestanda för ett miljonprogramshus förbättras och i bästa fall kan en byggnad likt referenshuset gå från en energiklass G till E. Bostadsförtätning med hjälp av våningspåbyggnad är gynnsam ur många aspekter. Förutom att det sänker den totala byggnadens energianvändning skapar det också nya bostäder på ett resurseffektivt sätt. Samhället måste försöka skapa incitament för fastighetsägare till att renovera och hitta energieffektiva åtgärder för sina fastigheter. Ett sådant exempel skulle kunna vara tredimensionell fastighetsbildning vilket även är en alternativ form till att finansiera investeringar som exempelvis renoveringar. / During the years 1965-1974 around one million new housing were built in Sweden, this was also known as the “miljonprogrammet”. Today, nearly a third of the Swedish housing stock is from this particular period, and many buildings are reaching the end of their technical lifetime. After the new EU directives Sweden have decided on developing it's on national goals to achieve smart energy consumption. To speed up this development can the renovations of the existing "miljonprogrammet" executed in combination with storey extension.   Sweden is also facing growing housing shortage, much like during construction of the “miljonprogrammet” as well as limited areas both in urban and densely populated areas. By refurbishing buildings from the “miljonprogrammet” in conjunction with a storey extension, new housing can be built in a resource and energy efficient way. This should also improve the energy performance of the existing building.   In this project, the energy performance of an apartment building, typical from this time, was evaluated and then compared to a modified building with a storey extension. A reference house located in Nacka, Sweden was used to simulate the annual energy usage in the software IDA ICE. The simulation yielded an energy usage of 197.1 kWh/m2 for the reference building and 167.1 kWh/m2 for the building with a storey extension.   After the project it became clear that a storey extension on a building from the “miljonprogrammet” improved the existing building's energy consumption. At best, a building like the reference house can improve the energy classification from energy class G to E. Residential densification using storey extension is beneficial in many aspects. In addition to lowering the total energy consumption of the building it also creates new homes in a resource efficient manner. Society must seek to create enticements for property owners to renovate and execute energy efficient measures on their properties. One such example would be three-dimensional property formation which is also an alternative form of financing investment such as a renovation. / <p>Denna studentuppsats, som inte är ett examensarbete, är genomförd i projektkursen 5EN040 under hösten 2015. Studentarbetet har bedrivits i sammarbete med Tyréns Umeå.</p> / Uppsatsen ingår som ett kursmoment i projektkursen 5EN040 i energiteknik

There has been significant increase in the occurrence of earthquakes and other disasters around the world recently. With record-breaking storms and natural disasters destroying different parts of the world, many people have to deal with the repercussions of the aftermaths; and homelessness is one of the facts of such incidence. This master thesis is aimed at creating living solution for the victims of earthquakes and other kind of disasters; natural or human-made (war), providing accommodation for homeless people after an earthquake or a housing alternative for refugees. The design of the collapsible home is basically a new concept of emergency hut for accommodating people in emergency after the event of disaster with easy assembling and quick installation feature. Considering the situation of homeless people after catastrophic disasters who need to be accommodated, the design and creation of a quick, accommodating and low-cost emergency hut is advantageous.  This project also provides a living service for both refugees and homeless people. It is low cost, modular, and easy to use. More than that it is feasible and it makes it possible to accommodate people for a longer period of time, rather than a very short temporary housing solution such as tents. / Det har skett en signifikant ökning av jordbävningar och andra katastrofer i världen. Med rekordstora stormar och naturkatastrofer som förstör i delar av världen måste många människor nu hantera efterverkningar och återuppbyggande, och hemlöshet är en av de faktorer som uppstår och som påverkar människor mest. Det här examensarbetet syftar till att skapa en boendelösning för offer för jordbävning och andra naturkatastrofer och krig. Det hopfällbara hemmets design är ett koncept för krisboende med enkelt montage och installering. Om man betänker den situation som människor hamnar i som blir hemlösa vid en katastrof, kan en design av en snabb och billig boendelösning som krisboende ge enormt mycket. Projektet kan också vara en boendeservice till flyktingar och människor som är hemlösa av andra anledningar än katastrofer. Det tillverkas för en låg kostnad och är möjlig att använda som modul och enkel att sätta upp. Men viktigare än det är att den ger möjlighet att härbergera människor under en längre tid till skillnad från mer temporära lösningar som exempelvis tält. Det hopfällbara hemmet är gjort av hållbart material, den använder grön energi och lyser upp staden. Den är utrustad med vertikala trädgårdar för att användarna ska kunna odla egna grönsaker och den återvinner vatten från regn. Den innehåller basala hopfällbara möbler och rumsavdelare som ger känsla av hemtrevnad och bekvämlighet.

O déficit habitacional brasileiro é cada vez maior e os sistemas construtivos utilizados para diminuir a carência de moradias, em sua grande maioria, são lentos e constituídos de forma artesanal. Atualmente, a região brasileira com maior necessidade de unidades habitacionais de baixa renda é a Sudeste, onde se encontra o Estado de São Paulo que representa 19% do déficit habitacional brasileiro. Além disso, o difícil gerenciamento dos projetos envolvidos na construção (arquitetônico, estrutural, elétrico, entre outros), elaborados em diferentes softwares, e a complexa gestão das obras convencionais, em alvenaria, retarda a execução das construções, dificultando a solução do problema habitacional. A utilização do sistema construtivo industrializado Light Steel Framing pode minimizar esse problema, integrando a industrialização na construção civil com as novas tecnologias da informação disponíveis para o mercado da arquitetura, engenharia e construção. Os sistemas construtivos pré-fabricados e industrializados que utilizam o aço, como o Light Steel Framing, quando projetados em plataformas BIM (Building Information Modeling), através de um modelo informativo único, permitem um maior planejamento, partindo do projeto até a fase de fabricação dos componentes da construção. Em função de sua industrialização o Light Steel Framing não permite adaptações e ajustes no canteiro de obras, solicitando assim mão de obra qualificada para a sua execução. Para minimizar e otimizar a quantidade de materiais empregados em uma construção de Light Steel Framing é sugerida a utilização de malhas modulares com 1200x1200mm. A intenção deste trabalho é, de após uma análise aprofundada sobre o sistema construtivo, demonstrar as possibilidades permitidas pelo Light Steel Framing. Através de simulações, em modelos digitais 3D, realizadas tomando como projeto de estudo um modelo habitacional da CDHU estruturado por painéis-parede cegos e painéis-parede com esquadria foi estudada a implementação do sistema Light Steel Framing com o objetivo de aferir a quantidade de material empregado quando o projeto é concebido com os princípios projetivos do sistema construtivo Light Steel Framing. / The housing deficit is growing and the building systems used to reduce the shortage of housing are mostly slow, manual processes. Currently, the Brazilian region with the greatest need for low-income housing units is the Southeast, where the state of São Paulo represents 19% of the Brazilian housing deficit. Furthermore, the difficult management of the projects involved in construction (architectural, structural, electrical, etc.), which are prepared in different software, and the complex management of conventional construction--masonry--slows the building process, aggravating the housing problem. The use of the industrialized building system Light Steel Framing can minimize this problem by incorporating industrialization in construction with the new information technologies available in the market for architecture, engineering and construction. The prefabricated and industrialized building systems which use steel, such as the Light Steel Framing, when designed on BIM (Building Information Modeling) platforms, through a single information model, allow for greater planning, from the design phase to the manufacturing of building components. Due to its industrialization, Light Steel Framing does not allow adaptations and adjustments at the construction site, thus requiring skilled labor for its implementation. To minimize and optimize the amount of materials used in Light Steel Framing construction the use of modular meshes of 1200x1200mm is suggested. The intention of this work is, after a detailed analysis of the constructive system, to demonstrate the possibilities afforded by Light Steel Framing. Through simulations in 3D digital models. using a CDHU housing model with blind wall panels and casing wall panels as a case study, the deployment of Light Steel Framing has been studied with the aim of measuring the amount of material employed when the project is designed with the design principles of the Light Steel Framing construction system.

O déficit habitacional brasileiro é cada vez maior e os sistemas construtivos utilizados para diminuir a carência de moradias, em sua grande maioria, são lentos e constituídos de forma artesanal. Atualmente, a região brasileira com maior necessidade de unidades habitacionais de baixa renda é a Sudeste, onde se encontra o Estado de São Paulo que representa 19% do déficit habitacional brasileiro. Além disso, o difícil gerenciamento dos projetos envolvidos na construção (arquitetônico, estrutural, elétrico, entre outros), elaborados em diferentes softwares, e a complexa gestão das obras convencionais, em alvenaria, retarda a execução das construções, dificultando a solução do problema habitacional. A utilização do sistema construtivo industrializado Light Steel Framing pode minimizar esse problema, integrando a industrialização na construção civil com as novas tecnologias da informação disponíveis para o mercado da arquitetura, engenharia e construção. Os sistemas construtivos pré-fabricados e industrializados que utilizam o aço, como o Light Steel Framing, quando projetados em plataformas BIM (Building Information Modeling), através de um modelo informativo único, permitem um maior planejamento, partindo do projeto até a fase de fabricação dos componentes da construção. Em função de sua industrialização o Light Steel Framing não permite adaptações e ajustes no canteiro de obras, solicitando assim mão de obra qualificada para a sua execução. Para minimizar e otimizar a quantidade de materiais empregados em uma construção de Light Steel Framing é sugerida a utilização de malhas modulares com 1200x1200mm. A intenção deste trabalho é, de após uma análise aprofundada sobre o sistema construtivo, demonstrar as possibilidades permitidas pelo Light Steel Framing. Através de simulações, em modelos digitais 3D, realizadas tomando como projeto de estudo um modelo habitacional da CDHU estruturado por painéis-parede cegos e painéis-parede com esquadria foi estudada a implementação do sistema Light Steel Framing com o objetivo de aferir a quantidade de material empregado quando o projeto é concebido com os princípios projetivos do sistema construtivo Light Steel Framing. / The housing deficit is growing and the building systems used to reduce the shortage of housing are mostly slow, manual processes. Currently, the Brazilian region with the greatest need for low-income housing units is the Southeast, where the state of São Paulo represents 19% of the Brazilian housing deficit. Furthermore, the difficult management of the projects involved in construction (architectural, structural, electrical, etc.), which are prepared in different software, and the complex management of conventional construction--masonry--slows the building process, aggravating the housing problem. The use of the industrialized building system Light Steel Framing can minimize this problem by incorporating industrialization in construction with the new information technologies available in the market for architecture, engineering and construction. The prefabricated and industrialized building systems which use steel, such as the Light Steel Framing, when designed on BIM (Building Information Modeling) platforms, through a single information model, allow for greater planning, from the design phase to the manufacturing of building components. Due to its industrialization, Light Steel Framing does not allow adaptations and adjustments at the construction site, thus requiring skilled labor for its implementation. To minimize and optimize the amount of materials used in Light Steel Framing construction the use of modular meshes of 1200x1200mm is suggested. The intention of this work is, after a detailed analysis of the constructive system, to demonstrate the possibilities afforded by Light Steel Framing. Through simulations in 3D digital models. using a CDHU housing model with blind wall panels and casing wall panels as a case study, the deployment of Light Steel Framing has been studied with the aim of measuring the amount of material employed when the project is designed with the design principles of the Light Steel Framing construction system.

This Diploma thesis „Sports centre“ was made as a documentation for a building construction. The object of the sports centre is designed for 337 people and consists of two above-ground floors sports hall itself and joined one above-ground floor restaurant. It is detached building. Building is designed in slightly sloping terrain. The sports centre is located on the outskirts of city named Odry, within walking distance of residential buildings. The sports hall is divided into sections for athletes and referees, part for employees and parts for the public. The restaurant has own entrance from the western side of the building and is functionally connected to sports hall. The restaurant is further divided into units for the public and for the staff. The construction system of the sports hall is made of a prefabricated skeletal system based on baseplaces and a filling wall on the strip foundations, the restaurant is only bricked and based on the base on the strip foundations.

The aim of the diploma thesis is a building-technological project on the production and assembly hall LD Seating in Boskovice u Brna. The solution is influenced by the existing hall in the area of the investor, where there will be a future new building. Based on this fact, the appropriate measures are chosen. The project puts emphasis on the off-road transport and the technological process of assembly of the prefabricated reinforced concrete hall, which will be solved from the financial and time point of view. The workflow will be affected by machine assembly, site facilities, and wider transport relationships. The project also solves the concept of the whole issue as a whole. All building objects are taken into account. Based on this, an object schedule and budget are developed.

The diploma thesis deals with the solution of the multi-purpose building project in Lužice. This work includes the extended accompanying and summary technical report, the coordination situation of the construction, the technical report of the transport relations and the coordination of the oversized transport, the object time schedule and the financial plan of the construction, the plan for providing the material resources containing the staff balance for the construction of the main building, the time schedule for the assembly of the prefabricated skeleton, technological standard for prefabricated skeleton, design of main building machines and mechanisms including their time commitment, organization of construction of multipurpose building including drawings of construction site equipment, technological regulation for assembling of prefabricated skeleton and for making of reinforced concrete floor, inspection and testing plan for prefabricated skeleton assembly, lifting mechanism, assembly schemes for prefabricated skeleton elements, lifting mechanism verification schemes, item budget prefabricated skeleton chalk and instructions for building use and maintenance.

The diploma thesis deals with the realization of a production and storage hall for the engineering industry. Part of the realization of the production hall is the demolition work of the existing agricultural building. The reconstruction of the existing premises of locksmith's workshop and dressing room for employees is also being implemented. For the preparation of this project, the thesis deals with the implementation of the main technological stages, technological plans for demolition work and substructure, transport routes of the main building materials and machines, technical report of the building site, time and financial plan of the construction, security measures especially for demolition works, quality control when drilling a pilot.

Subject of the master's thesis is project planning and management of construction of apartment building in Ždírci nad Doubravou. There is prepared a technical report on the structural and technological project, situation with broder relations roadways, time and financial plan, studies the implementation of major technological stages, project construction site, design of building machines and mechanisms, plan for securing materiál resources, technological regulation for contact thermal insulation system, inspection and test plans contact thermal insulation system, budget of the main object, network graph of the construction process.

The topic of the diploma thesis is a solution of the construction and a technological project of a production hall in Hulín. The thesis consists of an accompanying and a summary technical report, a study of the main technological stages implementation, a coordination situation of the construction with the closer transport relations, a solution of wider transport route relationships including a proposal of the building supply and an oversized transport solution, an object time schedule and a financial plan of the construction including the staff balance, a time schedule for the selected processes of the main building object, a design of the main building machines including an assessment of a lifting mechanism, a technological regulation for assembling of a prefabricated skeleton including a health and a safety plan, a technological regulation for a wire-concrete floor realization including a quality control and a health and a safety plan, a project of site equipment, a control and a test plan for prefabricated skeleton assembly. And also a budget item for selected technological processes, an assembly scheme for the prefabricated skeleton and a schemes´composition of the wire-concrete floor.