Dissertations / Theses on the topic 'Prefab'

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1

Hansson, Emma, and Christopher Spets. "Uttorkning av prefab betongbjälklag." Thesis, Högskolan i Borås, Akademin för textil, teknik och ekonomi, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-22409.

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Stora problem med fukt i byggnader som kan relateras till så kallad byggfukt rapporteras årligen. Problematiken med tätt ytskikt på betong uppmärksammas i större utsträckning. I skolor och på sjukhus där det ofta finns krav på lättstädade miljöer är problemet som störst, då det i dagsläget enda alternativet verkar vara en tät plastmatta. Att lägga ett tätt ytskikt på betong ställer krav på uttorkning av konstruktionen, betongen ska ha en relativ fuktighet (RF) som är högst 85% innan plastmatta får läggas. Detta för att undvika att fukten i konstruktionen bryter ner limmet, vilket på sikt skulle kunna orsaka skador på byggnader i form av mögel och mikrobiell tillväxt. Personer som vistas i dessa miljöer kan uppleva hälsobesvär. I form av huvudvärk, trötthet, koncentrationsbesvär, irritation och torrhetskänsla i ögon, näsa, hals och hud. Detta examensarbete är en studie genomförd i samarbete med UBAB, Ulricehamns betong, som syftar till att jämföra inverkan av förhållandet mellan vatten och cement (vct) i betongreceptet samt hur förvaringsmiljön påverkar RF. Tre av UBAB:s recept har jämförts. Varav ett recept med lågt vct som är framtaget specifikt för att förkorta uttorkningstiden. För varje recept gjöts två plattor, där den ena förvarades utomhus och den andra inomhus under perioden slutet av januari till slutet av maj. Mätningen av RF skedde genom borrhålsmätning enligt RBK:s manual för fuktmätning. En jämförandemätning gjordes också med uttagsprov. Resultaten visade tydligt att plattorna som förvarades inomhus hade ett lägre RF än de som förvarats utomhus. De recepten med lägre vct hade ett lägre RF än de med högre vct. Av de plattor som förvarades utomhus hade plattan med lägst vct det lägsta RF, vilket var högre än RF hos samtliga plattor som förvarats inomhus. Uttagsproven bekräftade detta, även om dessa resultat kraftigt underskattade RF. En jämförelse mellan prognosvärden i TorkaS och borrhålsmätningen visade att TorkaS inte överensstämmer med de avlästa värdena. TorkaS prognostiserar högre RF för prov som förvaras inne. För prover som förvaras ute beräknas ett lägre RF än avläst.
Major problems with moisture in buildings that can be related to so-called building moisture arereported annually. The problem with dense surface layer on top of concrete slab becomes more common. In schools and hospitals, the environment requires floors that are easy to clean, and the only solution is to use a plastic mat. A plastic mat on a concrete slab demands that the relative humidity (RH) must be below 85 %. This to prevent moisture from dissolve the glue which could lead to microbial growth and mold. People staying daily in this kind of environment could suffer from health issues. Suchas headaches, fatigue, concentration problems, irritation and dryness in eyes, nose, throat and skin. This report in collaboration with UBAB, Ulricehamns betong, is comparing how the different recipes of concrete and the climate of storage will impact on RH. The recipes used are three of UBAB: s standardrecipes. One recipe with low water-cement ratio wich is created to shorten the time for the concreteto dry. Two slabs are made for each recipe, one is stored outdoors and the other one indoors during the period January to May. The method used to measure the RH is by drilling hole in the concrete and make measurements according to RBK standards. A comparing study is made with removed concrete from slab to test tubes. RH is then measured in a climate cabinet. The results show that slabs stored indoors have a lower RH compared to the slabs that have been stored outdoors. The slab with low water-cement ratio stored outdoors has the lowest RH of the outdoor slabs, but still higher than all slabs that have been stored indoors. Results from test with removed concrete confirmed how the environment of storage has large impact on the speed of drying. Although the values of RH were too low to be trusted. Calculations made with TorkaS does not match the results from measurements. TorkaS overestimates RH for slabs stored outdoors. RH for slabs stored indoors are underestimated by TorkaS.
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Johansson, Jan-Andre, and Kristoffer Lind. "Den mobila prefabriceringsfabriken : Ett nytt produktionskoncept." Thesis, Karlstads universitet, Avdelningen för energi-, miljö- och byggteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-14656.

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This is an investigation of a mobile prefabrication factory´s competitiveness and profitability which also will result in a suggestion for a design of the factory. The mobile prefabrication factory is an idea of a new concept for production which is meant to be used in the manufacture of slab. The main intention with this concept is that by using a fast established prefabrication factory to produce elements near the construction site, thus avoiding transport from the factory to the building site. This means not only an environmental and economic gain, but also that you can avoid risking damage the elements which often occur during transportation. The contractor is owner of the mobile prefabrication factory and can thus avoid long waiting times and cyclicality. These are parameters that often can be a concern when using prefabricated element from factory´s off-site. When the building is finished, the prefabrication factory is able to be packed onto trucks, moved, and reestablished close to next building site. The portable production capacity also means that production can be kept close to the product development and can therefore quickly test new solutions, thus this concept facilitating a continuous improvement.   After a rough estimate of the cost for the establishment, operation and maintenance turned out that the mobile prefabrication factory needs to be established by large projects that require more than 7 970 m2 of slab in order to recoup these expenses. Then to recoup the investment cost of 5, 64 million crones the project must have a need for more than these 7 970 m2 of slab. Counting on a life expectancy of 30 years for the mobile factory, the factory needs to produce 1 568 m2 of slab á year, in addition to the slab required for accrued cost for establishment.
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3

Kennie, Svensson. "Att anpassa ett småhus till prefab." Thesis, Växjö University, School of Technology and Design, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-2106.

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Prefabricering eller platsbyggt hus? Många ställer sig den frågan. Vad finns det för fördelar respektive nackdelar med prefab

gentemot platsbyggt hus? Vilka ritningar behövs och hur går man tillväga?

Detta examensarbete är en framtagning på hur man anpassar ett småhus till prefabricering.

Platsbyggt hus är ett hus som byggs på plats. Material fraktas dit, förvaras och kapas.

Den vanligaste byggmetoden för byggande av hus.

Prefabricering av hus är däremot ett hus som byggs i en fabrik eller industri. Huset byggs i färdiga block som kan innehålla

fönster, dörrar, el och vattenledningar etc.

På arbetsplatsen lyfts blocken på plats och monteras ihop.


Prefabricate or on-site made house ? Many ask that question. What are the advantage and disadvantage with prefabricate

towards on-site made house ? Which drawings need to be done and how do you draw them?

This diplomawork deal with how you adjust a house into prefabricate.

On-site made house is a house that is build on place. Materials freights there, stores and bucks. The most common

construction method.

Prefabricated house is however a house that are built in a factory or in a industry. The house build in complete blocks and

can include things like windows, doors, electricity and pipelines etcetera.

At the workplace they lift the blocks in place and assembles together.

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Al-Ansari, Nabil, and Seng Meng Te. "Studentbostäder i trä med Prefab-teknik." Thesis, Växjö University, School of Technology and Design, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-5495.

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The Results of this thesis was the creation of two designed house variants with a module to

all the apartments. In addition till the first module there are three other modules of

apartments that can be put in the houses if it so needs. The house are volume prefabricated

and are placed on site in a way that it create an enclosure of the area which faces against the

nature and car parks also lies hidden behind these houses.

For the actual structure, a cross beam was created to carry the floor above and it is support

by all four walls. The structure between the first and the second floor has no "syll" but

instead there are two differently alternative to linking the floors in order so that it will not

move. The reason with this solution was that there will not be any subsidence when the

forces from above are pressed down ward. The forces are instead directly down to the next

timber frame system. This can happen when the real estate's owner might want to build

more floors on the house than the present two floors house when there is no land to build

and spaces are needed in the future.

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5

Sidabutar, Marsingal, and Marouf Pervin Kilic. "Väggelement i trä : Prefab vs platsbyggt." Thesis, KTH, Byggteknik och design, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302364.

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Prefabricering av väggelement är en byggmetod under stark framväxt i byggandet av småhus de senaste decennierna. Kostnadseffektiviteten nämns ofta som ett skäl till att prefabricering av småhus har en sådan stor framväxt. Samtidigt har miljö- och klimatfrågan växt och då byggsektorn står för en stor del av Sveriges koldioxidutsläpp krävs det att byggsektorn ställer om till ett allt med hållbart byggande. Detta examensarbete har undersökt denna kostnadseffektivitet och hur och om en går att kombinera med ett hållbart byggande och sedan jämfört detta med platsbyggda väggar i trä. Underlag har tagits fram i samarbete med Skidstahus som producerar prefabricerade väggelement i fabriksmiljö och underlag från Derome Hus AB/ VarbergsHus vad berör småhus i lösvirke. En kostnadsjämförelse av de två byggmetoderna visar att de prefabricerade väggelement som Skidstahus framställer är mer kostnadseffektiva och det beror till stor del på att arbetstiden effektiviseras. Till viss del visar examensarbetet att materialanvändningen även resurs effektiviseras vid Skidstahus produktion och resulterar i mindre spill som därmed gynnar ett hållbart byggande. Andra viktiga aspekter för hållbarhet och livslängd såsom fukt och lufttäthet visar att prefabricerade väggar har utmaningar då skarvar och anslutningar måste vara väl utförda. Samtidigt innebär arbetet i fabriksmiljö att risken för fuktproblem minskar då det ger ett skydd för klimat och väder. Detta är medför även att byggarbetarna får en god och vältempererad arbetsmiljö. Däremot finns frågetecken kring hur byggande med prefabricerade väggelement påverkar miljön i form av transporter i förhållandet till platsbyggda väggar av lösvirke, då transporter till och från fabrik krävs. Utöver detta påverkar byggmetoden hur gestaltning och arkitektur utförs då ett platsbyggt hus i trä enklare går att utföra med valfri gestaltning. Analyserna visar sammanfattningsvis att användandet av prefabricerade väggelement i trä reducerar byggkostnader samtidigt som det kan bidra till ett hållbart byggande. Det krävs dock ytterligare studier för att jämföra den beräknade livslängden på prefabricerade väggar och platsbyggda.
Prefabrication of wood wall elements in construction of villas and terraced houses is a building method undergoing growth in recent decades. Cost efficiency is often cited as a reason why prefabrication has undergone such a large growth. At the same time, the issue of environmental impact and climate change has grown. As the construction sector accounts for a large part of Sweden's carbon dioxide emissions, the construction sector needs to become more sustainable. This thesis has examined this cost-effectiveness and if it is possible to combine with environmental sustainability. To examine this more thoroughly a comparison is made with in site-built timber-framed constructed walls. The thesis has been conducted in collaboration with Skidstahus, which produces prefabricated wall elements in a factory environment, especially for data collection. Information and data have also been collected from Varbergshus / Derome producing houses in site-built timber-framed building. A cost comparison of the building methods shows that the prefabricated wall elements manufactured by Skidstahus are more cost-effective, which can be linked to work efficiency. To some extent, the thesis also shows that material use can be optimized at Skidstahus production and therefore results in less waste, which thus reduces environmental impact. Other important factors for durability and accounted life span is the building method’s ability to handle migration of moisture and airtightness. The thesis shows that prefabricated walls have challenges, as joints and connections must be well designed. At the same time, factory production allows an environment which can reduce risk of migration of moisture as it provides protection for climate and weather impact. Another aspect is that it provides a good and well-tempered work environment for the construction worker. On the other hand, it is questionable whether the use of prefabricated wall elements affects the environment as it may increase the need of transportation in relation to on site-built timber-framed walls, as transport to and from the factory is required. In addition, the prefabricated method could influence how design and architecture is carried out while a wood house made from stick timber is more easily modified. In summary, the analysis show that the use of prefabricated wood wall elements reduces building costs while at the same time it can contribute to environmental sustainability. However, further studies are required to compare the estimated life span of the two compared building methods.
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Volden, Henrik. "En Jämförelse av våtrum : Prefab VS platsbyggt." Thesis, Karlstad University, Faculty of Technology and Science, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-1186.

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7

Utriainen, Thomas, and Tony Altun. "Prefab eller platsgjutet : En jämförelse ur ett ekonomiskt perspektiv." Thesis, Tekniska Högskolan, Högskolan i Jönköping, JTH, Byggnadsteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-20705.

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Enligt uppskattningar byggs 40 % av alla projekten på Skanska Jönköping med en prefabricerad betongstomme. Detta kan anses lite i förhållande till Skanska Sverige där ca 70 % av alla projekt byggs med en prefabricerad stomme. I resterande projekt byggs betongstommarna på plats, d.v.s. de är platsgjutna stommar. I och med detta så finns det en stor potentiell utveckling för prefabricerade betongstommar inom Skanska Jönköping, men även för resterande Svenska byggföretag då 2/3 av alla flerbostadshus uppförs med en platsgjuten stomme. I rapporten tas de ekonomiska för- och nackdelarna för de olika stomtillvägagångs sätten upp, hur yttre förutsättningar kan påverka projekten och hur de mjuka parametrarna påverkar den utförande organisationen. I rapporten definieras mjuka parametrar som stress, motivation och personskador/slitage. Syftet är att underlätta valet av stomme så att det blir mer ekonomiskt hållbart, att bättre trivsel på arbetsplatsen uppnås samt att ge en ökad kunskap om prefabricerade stommar och platsgjutna stommar. Underlag för rapporten har tagits fram genom litterarutstudier och intervjuer med anställda på Skanska Jönköping med olika befattningar. Även en enkät undersökning har gjorts bland yrkesarbetarna på Asken och Atollen, två projekt som har byggts i Jönköping. Asken har en platsbyggd stomme medan Atollen har en prefabricerad stomme, dessa två har varit referensprojekt till rapporten. Den stora skillnaden mellan en prefabstomme och en platsgjuten stomme är tiden. Enligt studier kan byggtiden minska med 22 % vid prefabricering och detta medför mervärden för både samhället och företaget. För entreprenören påverkas valet av stomme av yttre förutsättningar som ritningsunderlag, erfarenhet och leverantörernas situation. Var och en av dessa kan påverka priset på prefab upp till 20 %. Från genomförd enkätundersökning på Skanska i Jönköping framgick att 69 % av yrkesarbetarna upplevde att det oftare blev övertid på platsgjutet. Ökad arbetsmängd och ökat arbetstempo leder både till stress och slitage.
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Vlková, Kateřina. "Hranice – redefinice městské struktury." Master's thesis, Vysoké učení technické v Brně. Fakulta architektury, 2019. http://www.nusl.cz/ntk/nusl-401818.

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The aim of this thesis is to introduce the concept of restructuring the Slavia panel block, which lies on the axis between the station and the center in the town of Hranice. This thesis solves both general and concrete problems of the Slavia housing estate in Hranice. The proposal complements the hierarchy of privacy defined by the new urban structure with diverse typology. The overall goal is to revive the block in and out.
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Araya, Yafet, and Elias Chamoun. "Prefab betongbjälklag med flygaska, slagg och glasfiller : tyckhållfasthet, arbetbarhet och uttorkning." Thesis, Högskolan i Borås, Akademin för textil, teknik och ekonomi, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-23314.

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Av världens totala utsläpp av koldioxid står cementindustrin för ungefär 8 %, vilket är ungefär två gånger så mycket som flygindustrins utsläpp. Koldioxidutsläppen orsakas främst genom den energikrävande metod som används när cementklinker ska framställas från kalksten samt koldioxiden som avges vid den kemiska processen som sker under förbränningen. Nya cement- och betongrecept, med nya egenskaper framställs med målet att minska koldioxidutsläppen. Detta examensarbete är en studie genomför i samarbete med UBAB, Ulricehamns betong. Målet är att hitta möjliga sätt att reducera koldioxidutsläppet relaterat till betongelement genom att ändra på betongrecepten. Tre olika betongrecept med olika tillsatsmaterial har undersökts: glasfiller, slagg och flygaska. I försöken har 30% av bindemedlet ersatts med ett av tre tillsatsmaterial. I samtliga försök har CEM II använts. Syftet var att undersöka betongen med tillsatsmaterial med avseende tryckhållfasthet och arbetbarhet samt jämföra med referensbetongen när det gäller självuttorkning. Resultat av tryckhållfastheten efter ett dygn visar att receptet som innehåller glasfiller hade den största tryckhållfastheten på 20 MPa, följt av receptet med slagg på 19 MPa och sist med flygaska som hamnade på 16 MPa. Tryckhållfastheten mättes ännu en gång efter 28 dagar och resultaten blev 53,2 MPa för receptet med glasfiller, 50,2 MPa med slagg och 48,1 MPa med flygaska. Betongplattor har gjutits med referensbetong och betong med de tre tillsatsmaterialen för att jämföra uttorkningsprocessen med referensbetongen.
Of the world’s total carbon dioxide emissions, the cement industry accounts for about 8 percent, 3 which is about twice as much as the aerospace industry. Carbon dioxide emissions are mainly caused by the energy-intensive method used when cement clinker is to be produced from limestone and by carbon dioxide released during the chemical process that takes place during calcination. New cement and concrete recipes, with new properties, are prepared with the goal of reducing carbon dioxide emissions. This thesis is a study conducted in collaboration with UBAB, Ulricehamns Concrete. The goal is to find possible ways to reduce their carbon dioxide emissions by changing their current concrete recipe. Three different concrete recipes with different additives have been investigated. In the tests, 30 % of the binder was replaced with one of three additives. The three additives were glass powder, blast furnace slag and fly ash. CEM II has been used in all experiments. The purpose was to investigate the compressive strength and workability of the new concrete mixes and investigate if the selfdrying changes in comparison to the reference concrete. Results of the compressive strength after one day show that the recipe containing glass filler had the highest compressive strength of 20 MPa, followed by the recipe with slag of 19 MPa and fly ash 16 MPa. The compressive strength was measured again after 28 days and the results were 53.2 MPa for the glass filler recipe, 50.2 MPa for slag and 48.1 MPa for fly ash. Concrete slabs are casted with reference concrete and with the three secondary cementitious material replacements in order to compare the relative humidity in the slabs with the reference concrete.
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Brandt, Josef. "Passivhus med prefabelement : En jämförelse mellan en platstillverkad konstruktion och prefabelement från Masonite Lättelement AB." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-172595.

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This thesis conducted at the University of Uppsala investigateshow well a prefabricated building component from the manufacturerMasonite Lättelement AB can be incorporated into ahouse projected to accomplish the demanding criteria of a passivehouse. The thesis is organized as a comparison betweenthe prefabricated elements and an on-site built component fromthe passive house area of Oxtorget in Värnamo, Sweden. Theaspects investigated were air leakage, energy, moisture, economyand noise conditions.Results of the comparative analyzes shows that the prefabricatedproducts were capable of accomplishing the requirementsof passive houses and therefore this thesis should beviewed as a basis to confirm that the technology of prefabricatedbuilding components today in Sweden are mature enoughto be a significant part of the passive houses that are to be builtin the near future. The development of prefabricated technologyis of crucial significance if we are to accomplish the goalsof reduced energy consumption by the year 2020.
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Pihl, Andreas. "RENOVERING AV MILJONPROGRAMMET TILL PASSIVHUS : Implementering av tysk prefabteknik." Thesis, Uppsala universitet, Byggteknik, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-211065.

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Construction accounts for about 35 percent of the total Swedish energy consumption and most of the energy is used by the large housing stock from the so-called “Million program”.   In the national action plan the government has put forward in energy efficiency. It is mentioned that existing buildings account for more than 90 percent of what is expected to be the housing stock within the coming 50 years. In order to meet environmental objectives its required that the existing stock be reviewed for energy efficiency.   The goverment is now initiating a national framework with a budget of SEK 300 million Swedish crowns per year for five years, starting in 2010 to achieve the goal on energy efficient buildings. Energy efficiency of buildings in both new construction and above all within the existing stock are addressed. In order to use this money as effectively as possible it is necessary to have a good plan, and adequate knowledge of minimizing energy use in the buildings will be done the possible way.   In Germany, the use of Passive House technology have been successive and increases with steady pace. In Sweden we have not come as far. It is mainly in new production that the Passive House concept has been suitable in Germany, but it has also been proven that it is possible to refurbish buildings similar to the so-called Million program houses to Passive Houses. Prefabricated facade elements have been used to this puspose.   This is a technology that is still unknown of in Sweden. It has good potential to be developed towards the industrialization of the prefabricated components aimed for the refurbishment of the Million program stock.   Meanwhile Swedish contractors are waiting for results from a refurbishment project in the city of Alinsås, where buildings in the neighborhood Brogården were recently renovated with Passive House technology. The first measurement data will be available by the spring 2010. Alingsås has launched a starting point for the Swedish construction industry with a cencept that applies passive house technology?   This work has studied how the construction industry looks at the refurbishment of the Million program stock to Passive Houses and wheater a smiliar concept as the one used in Germany with prefabricated facade elements are interesting for the Swedish market today. Literature study was carried out on the Passive House concept and on the German model. A series of interviews with various stakeholders from the construction industry was conducted.   The findings are that there is not much interest to refurbish the stock of Million program towards Passive Houses. However, there is an interest for a large refurbishment towards low energy houses. In this concept, aspects of the Passive House concept are taken and adapted to the refurbishment towards low energy houses. The concept doesn´t take into account thermal briding and insulation of the ground floor, wich is considered to be too extesive and costly.
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Shamoun, Ramiz. "KOLDIOXIDUTSLÄPP FRÅN BYGGNADSMATERIAL : En jämförelse mellan projekten Maskinisten och Gävle Strand Etapp 2." Thesis, Högskolan i Gävle, Avdelningen för bygg- energi- och miljöteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-15876.

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Miljöpåverkan ur koldioxidutsläppsperspektiv från materialutvinning och framställning har varit ett nyckelord i denna studie. Syftet med studien har varit att jämföra projekten Maskinisten och Gävle Strand Etapp 2 med hänsyn till hur mycket koldioxid som släpps ut under byggnadsmaterialens utvinning och framställning samt koldioxidutsläppen som sker på grund av projektens materialspill. Maskinisten är ett platsgjutet flerbostadshus medan Etapp 2 består av två flerbostadshus som är byggda med ett prefabsystem. Målet som vill uppnås med föreliggande studie är att belysa att inför valet av byggsystem borde man ta hänsyn till koldioxidutsläpp. Studien har utförts genom att söka information i böcker, information från tidigare studier och rapporter via databaser som ScienceDirect och det digitala vetenskapliga arkivet DiVA. Information om de två projekten togs genom personlig kommunikation med två personer som var ansvariga för respektive projekt. Mängden koldioxidutsläpp för varje byggmaterial uppskattades med hjälp av dataprogrammet SimaPro 7 och databasen Ecoinvent. Genom att beräkna den totala mängden av varje byggmaterial uppskattades det totala utsläppet som sker för en lägenhet i vart och ett av projekten. Därefter jämfördes resultaten. Det är 150 % mer koldioxidutsläpp för byggmaterialen som användes i (Maskinisten) än de som användes i (Etapp 2). Materialen som användes i Maskinisten släpper ut mer koldioxid vid materialutvinning och framställning. Skillnaden blir ännu större om materialspillet blir större vid byggnationen av det platsgjutna huset. Jämförelsen mellan de två projekten kan generellt sett vara en jämförelse mellan ett platsgjutet betonghus och ett prefabricerat trähus. Det är viktigt at tänka på mängden materialspill när hänsyn tas till miljö samt att försöka minimera resursanvändningen. Studien visar att det är bättre att bygga prefabricerade trähus än att bygga platsgjutna betonghus. Studiens utgångspunkter var koldioxidutsläpp som sker under utvinningen och produktionen av byggnadsmaterialen samt spillmängden vid de olika byggsystemen. Av den information som har samlats under utförandet av föreliggande studie så är det även bättre ur resursanvändningsperspektiv att bygga trähus istället för betonghus men det är flera olika aspekter som hänsyn måste tas till, speciellt att det är bruksskedet som har största miljöpåverkan för en byggnad. I denna rapport studerades inte bruksskedet och därför är resultatet som framställts taget ur koldioxidutsläppen för byggnadsmaterial under produktionsskedet.
Environmental impact of carbon emission from material extraction and production has been a key word in this study. The purpose of this study was to compare the projects Maskinisten and Gävle Strand Etapp 2 with respect to the amount of carbon dioxide emitted during the construction material extraction and production as well as carbon emissions that occur as a result of project material waste. Maskinisten is a site-casted apartment building while Etapp 2 is an apartment building that is built with a prefabricated wood frame construction system. The goal of the present study is to illustrate that the choice of building systems should take into account carbon emissions. The study was conducted by searching information in books, information from previous studies and reports through databases such as ScienceDirect and digital scientific archive DiVA. Information from the two projects was gathered through personal communication with two persons who were responsible for the project. The amount of carbon emission for each building material was estimated by using the computer program SimaPro 7 and database Ecoinvent. By calculating the total amount of each building material that was used in an apartment (the functional unit), the total discharge of carbon emissions that occurs for each apartment was calculated. Then the results were compared with each other. Emissions from construction materials used in Maskinisten are 150% higher than from materials used in Etapp 2. The materials used in Maskinisten release more carbon dioxide during material extraction and production. The difference becomes larger if the waste of material becomes larger in the construction of the site-cast housing. The comparison between the two projects can be generalized to be a comparison between a cast in place concrete building and prefabricated wood frame houses. It is important to keep in mind the amount of material waste and to try to minimize the use of resources. The study shows that it is better to build prefabricated wood frame houses than to cast a concrete building at site. The study focuses on carbon emissions that occur during extraction and production of building materials and waste quantity at both building systems. A result of this study is that it is better from a resource use perspective to build wood frame houses instead of concrete buildings, but there are several different aspects that must be taken into consideration, specially that the user phase of the life cycle of the building causes the greatest environmental impact. Usage phase has not studied in this report therefore the result obtained is taken from carbon emissions for building materials during the production phase.
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Hellsing, Manne, and Fredrik Almers. "Robotiserad tillverkning av prefabricerade väggelement." Thesis, Mälardalens högskola, Akademin för innovation, design och teknik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-29308.

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This report includes a thesis carried out by Fredrik Almers and Manne Hellsing, students at Mälardalen University in the engineering program, Innovation and product design. The assignment has been carried out in behalf of Robotdalen (Västerås, Sweden) in the period 2015-01-20 – 2015-06-11. The assignment was to explore possibilities of manufacturing prefabricated wall elements using industrial robots. The task also included to determine which robot tools that was needed and also designing one of them. The purpose of the assignment was to develop the first robot tool required for the manufacturing and to investigate whether the production time can be reduced by 70 percent compared to manual work. To be able to address the problem in a scientific way, the project was split into three phases. The first concerning information gathering, the second concept development and the third the design of the tool. The data collection included analyzing literature, previous work that had been done in the project and conducting study visits. At this stage it was also revealed which tools were necessary and which one of these that would be designed. It takes six different tools to manufacture a wall element and the one that were designed was a multifunctional beam assembly tool. A function analysis and a requirements specification were also established in this phase. They were used as a basis for further work. The goal of the concept generation phase was to develop a final concept where the basic features of the tool was presented. The problem was divided into two parts and each part solution was developed and evaluated individually. Through discussions and the use of appropriate product development tools a final concept could be established. The functions of the final concept was to grab hold of the wooden beam, compress it with another beam and then nail them together. To solve this, existing components as grippers, pneumatic cylinders and linear units were used. The goal of the design phase was to go from a fundamental principle concept to a fully finished and fully specified design. To achieve this CAD were used to calculate the components strength and how they would work together. Trough contact and advice collected from the suppliers the various components were selected. The designing of the tool has been based on the requirement specifications and the function analysis. The result of this project is a robotic tool that manages to nail together two wooden beams with two nails in under five seconds. It does not require any help to accomplish this task and can handle several different beam dimensions. The tool is designed with a frame of aluminum profiles, whereupon the necessary components for the task are installed. Thus it is easy to maintain and change the design of the tool if needed. With the help of this tool, the production time for a wall element is reduced up to 90 percent, according to simulations in the CAD environment compared to manual work.
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Lundberg, Rasmus. "Kontextuell helhet av 3D-printad träullsandwich - Från prefab till printning in-situ." Thesis, KTH, Arkitektur, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-273734.

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Projektet syftar till att föreslå en rimlig riktning för hur additiva produktionsmetoder, alltså tillverkningsmetoder som använder lager-på-lager-teknik, kan tänkas påverka arkitekturen, att försöka sätta sig in i teknikerna och komma fram till vilken riktning som upplevs mest givande eller gångbar. Hur ska man nyttja potentialen med den nya tekniken på ett bra sätt? Jag har försökt ta fram en produkt som nyttjar potentialen hos de additiva produktionsmetoderna och som upplevs tänkbar för fullskalig realisering i byggsektorn i en närliggande framtid. Produkten består av en metod för framställning av en sandwichkonstruktion med hög trähalt och troligen lång livslängd. Metoden minskar byggsektorns klimatbelastning och kan ge stora rumsliga kvaliteter och formgivningsmöjligheter. Jag har genom fysiska experiment och utforskande av olika digitala fabrikationsmetoder försökt att visualisera och identifiera möjligheter med dessa nya tekniska hjälpmedel. Genom praktiska tester har jag prövat mina föreställningar av hur dessa metoder kan användas på effektiva sätt. Projektet vidga-des från att initialt omfatta additiva produktionsmetoder till att senare under tillämpningsfasen även omfatta digitala hjälpmedel såsom fotogrammetri och verktyg för parametrisk design. Projektet har resulterat i ett tillvägagångsätt för printning av cellulosabaserade sandwichkonstruktioner i printade formverk av återvinningsbar biokomposit.
The project aims to propose a direction for how additive manufacturing methods can influence architecture, to study the techniques and find out which direction could be perceived as most rewarding or viable. How to use the potential of the new technology in a good way? I have tried to develop a product that utilizes the potential of the additive manufacturing methods and which is conceivable for full-scale realization in the construction sector in the near future. The product consists of a method for producing long lasting sandwich constructions with high wood content. The method reduces the building industry's climate impact and can provide great spatial qualities and design possibilities. Through physical experiments and exploration of various digital fabrication methods, I have tried to visualize and identify possibilities with these new technological aids. Through practical tests, I have tested my ideas of how these methods can be used effectively. The project was expanded from initially studying additive production methods to, later during the application phase, also include digital aids such as photogrammetry and tools for parametric design. The project has resulted in a strategy for printing cellulose-based sandwich constructions in printed molds of recyclable biocomposite.
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Christensen, Dan. "Prefabricerade eller platsbyggda tak : En jämförelse med avseende på ekonomi, arbetsmiljö och kvalité." Thesis, Karlstad University, Division for Engineering Sciences, Physics and Mathematics, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-4143.

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Syftet med examensarbetet är att göra en jämförelse mellan prefabricerade och platsbyggda tak. Arbetes mål är att finna om något av alternativen är mer fördelaktigt än det andra med avseende på ekonomi, arbetsmiljö och kvalité. Två olika byggarbetsplatser har besökts för att samla in kunskap om hur arbetet går till. För prefabricerat tak har bygget av en eventhall i Kristinehamn studerats och för traditionellt platsbyggt besöktes en sporthall i Årjäng. Genom litteraturstudier och intervjuer med leverantörer och insatta personer i branschen har kännedom skaffats.

Prefabricerade tak har använts med stor framgång i Norge under en längre tid men är inte lika vanligt här i Sverige. Genom att öka förståelsen för för- och nackdelarna med prefabricerade element kan dessa utnyttjas med större framgång. Genom att branschen pressas hela tiden att bygga snabbare och billigare kan prefabricerat vara en väg att nå dessa mål.


The main purpose with this diploma work is to compare the two production methods, premanufacturing and on-site construction. The goal is to deduce if one of the alternatives is more attractive than the other in view of economy, work environment and quality. To gather information about how the construction works, two various construction sites have been studied. The premanufactured roof was studied in Kristinehamn during the construction of an eventhall and for the on-site construction a sport arena in Årjäng. Information was also gathered through a literature study and by interviewing active persons in the building industry.

The premanufactured roofs have been used in Norway with great success during a long period of time but are not that common here in Sweden. By increasing the understanding of the advantage and disadvantage of premanufactured building elements, they can be used with greater success. The building industry has under some time been pushed to build cheaper and faster, maybe the premanufactured element is the way to achieve this goal.

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Al, Lafta Mustafa, and Rekar Ali. "ANALYS AV IMPORTERADEPREFAB-ELEMENT : Analys om hur kontroll av importerad PREFAB-element sker." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-53312.

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At present, the construction industry is growing in the worldwide, which means that business andagreements between companies can occur with any complications. International purchases have shownan increase by construction companies to reduce financial expenses in a construction project. In aninternational purchase of prefabricated concrete elements, more aspects need to be maintained for theproduct to be used in Sweden. Although international purchases are a way to reduce project costs, newobstacles and risks arise that must be managed correctly.The purpose of this report is to examine on how a certification body and construction company worksto ensure international purchases of prefabricated concrete elements reach existing Swedishrequirements. As well as highlighting the method for meeting the requirements and the environmentalimpact caused by international purchases.The certification body Nordcert, which is represents certification of products, and the constructioncompany PEAB, which is the biggest representative for international purchasing, have contributed tothis report. Through the subject reference framework, regulations, standards, certification, control andenvironmental impact have been highlighted as the basis for an international purchase to be carried outin a correct manner.The results showed a way to ensure the quality and ability of a concrete product with the help of BBCcertification and procedures for product fulfillment that are set for the Swedish market. But also,difficulties with imports such as "just-in-time" deliveries that are there to reduce the cost of aconstruction project. As they create environmental footprints at an early stage in the manufacture ofconstruction products until delivery, values between domestic and imported goods are presented usingdiagrams. Increases in imports show lower greenhouse gas emissions compared to domestic ones, butin turn cause increased emissions in the country that produces the goods.The current process for meeting the Swedish requirements for prefabricated concrete elements fromabroad is at a good level, but it also has development opportunities that will help reduce costs andenvironmental footprint. The environmental impact of the construction sector in Sweden hasdiminished from a domestic production perspective, but at the expense of increasing the environmentalfootprint of import trade, which has increased gradually.
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Chouhan, Nimesh, and Ibrahim Jound. "Jämförelse mellan prefab och platsgjuten betongstomme för kv.Kleopatra : Arbetsmiljö, kvalitet, tidplanering- kostnader och miljö." Thesis, Mälardalen University, School of Sustainable Development of Society and Technology, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-6040.

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This diploma work is about the comparison between the prefabricated and on-site mixed concrete frames for Cleopatra that is a multi-residential building in Västerås, Sweden. Prefabricated and on-site mixed concrete structures are two methods used in the construction of new buildings.

Due to lack of time after procurement of project contractors usually do not have time to make a detailed study for the selection of frames. In such cases they select a frame that has been chosen for previous projects with the lowest price that takes into account the client's budget for the project. The comparison is made between the prefabricated structure and the current structure which is on-site mixed with concrete and prefabricated concrete columns and concrete stairs for kv.  Kleopatra. It is very time-efficient in the current situation to make use of prefabricated pillars and cement stairs. Pillars and beams are chosen to be made on-site moulded because there is a very few and due to that it is more expensive to buy these as prefabricated. The extra cost will be when the prefabricated factory use specific forms for those parts which are then discarded and the cost of these forms is then allocated on number of pillars and beams. On-site moulded structures are being built at the workplace and in need of reinforcement, forming, stamping, bending back, ready-mix concrete, crane, equipment for drying, calendaring, glazing and conservation. Prefab structures are built at the factory and transported to the construction site, and then they have a need for the crane, ready-mix concrete, reinforcement for floor plate and calendaring, glazing for these. The choice between the prefabricated and on-site mixed frame for kv. Kleopatra affects the environment, working environment, quality and timing and costs differently. These points are investigated and compared for the quarter. Kleopatra and the results we have arrived at through various methods, including interviews, surveys, literature studies and further research we have done. We have come to different conclusions for the work environment, quality, environment,timeschedule and costs.

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Karlsson, Robin. "Att spara eller inte spara : En jämförelsestudie i formmaterial vid gjutning av Prefab element." Thesis, Högskolan i Borås, Akademin för textil, teknik och ekonomi, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-21667.

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Syftet med denna studie är att undersöka för vilka byggen det är mer ekonomiskt lönsamt för leverantör av prefabelement att använda sig utav engångsskiva eller formplyfa som formmaterial. I uppdrag av UBAB har en undersökning gjorts om vilket formmaterial som är det lönsammare alternativet vid produktion av trappor. Detta har gjorts genom att analysera processernas tidåtgång, materialkostnad samt totalkostnad. Arbetssätten skiljer sig mellan de olika formmaterialen och därför har arbetsmomentet kartlagts genom tidsstudier för indata och observationer för ytterligare förståelse om processerna. Genom intervjuer har en materialåtgång framkommit som tillsammans med informationen från tidsstudierna använts för att ta fram totalkostnaden. Resultatet visar att totalkostnaden för engångsskivan är större än vid användandet av den traditionella formplyfan. Endast första gjutet visar sig vara lönsammare med engångsskivan. För att engångsskivan ska vara ett kostnadseffektivt alternativ vid flera gjut behövs materialåtgången sänkas då kostnaden för den snabbt blir dubbelt så dyr som med formplyfan. Även om kostnaden för engångsskivan är större finns fortfarande fördelar och möjligheter till förbättring. Att utveckla standardiserade arbetssätt även för engångsskivan kan göra det mer tidseffektivt och genom att få ner materialåtgången kan göra engångsskivan till ett mer lönsamt alternativ.
The purpose of this study is to determent what type of build it’s more economic profitable for the supplier of prefab element to use single-use sheets or form plywood as mold material. Tasked by UBAB a survey was made to see which of the mold materials’ the most profitable alternative in production of stairs. This was made through analyzing the processes time consumption, material cost and total cost. Working procedure is different between the mold materials and that is why the operations been charted through time studies for input and observations for a greater understanding of the processes. A material consumption has emerged through interviews that together with the information from the time studies been used to determent the total cost. The result shows that the total cost for the single-use sheet is greater than when using the traditional form plywood. Only the first cast turns out to be more profitable with the single-use sheet. For the single-use sheet to be a cost efficient alternative at multiple casts the material consumption must be lowered since the cost quickly becomes twice as expensive as form plywood. Even though the cost of single-use sheets is greater there are still benefits and possibilities for improvement. To develop standardized working procedures for the single-use sheet as well could make it more time efficient and by decreasing the material consumption could make the single-use sheet a more profitable alternative.
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Eriksson, Andreas, and Nils Larsson. "Prefabricerade betongbroar över järnväg - En jämförelse mellan traditionell platsgjuten konstruktion och prefab på plats." Thesis, Örebro universitet, Institutionen för naturvetenskap och teknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-53444.

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När nya betongbroar över järnväg ska upprättas finns det många aspekter som försvårar byggandet, som t.ex. att trafiken inte kan stoppas helt förutom under kortare perioder under byggtiden. Tågstoppen planeras in många år i förväg vilket gör att produktionen måste planeras och utföras utefter de planerade stoppen. Det är svårt att få till en industrialiserad brobyggnadsprocess med högre effektivitet och mer upprepning. Den traditionella platsgjutna metoden är den metod som är vanligast i Sverige trots att det finns metoder som skulle kunna ersätta den. Det huvudsakliga syftet med rapporten är att ta reda på om prefabricerade betongelement på plats är en möjlig metod för att underlätta byggandet av nya betongbroar över järnväg. Denna rapport baseras på en fallstudie av ett befintligt broprojekt för att se vilka fördelar och förbättringar metoden med prefab på plats kan ge i olika aspekter. Utöver detta har intervjuer och en enkätundersökning genomförts för att samla in material och åsikter om prefab och industrialiserade brobyggnadsprocesser. Resultatet i denna rapport visar att metoden med prefab på plats är mer fördelaktig än den traditionella platsgjutna metoden i flera hänseenden. Det är en metod som gör det möjligt att nå upprepning och serietillverkning av broar. Vid intervjuerna framkom att entreprenörerna är intresserade av prefablösningar men bland annat krav på utformning och konservativ syn på prefab från beställarna hindrar möjligheterna för att tillämpa metoden
When new concrete bridges over railway is to be established there are many aspects that complicates the construction, such as that traffic not can be stopped completely except for short periods during the construction process. The train stop is planned many years in advance, which means that construction must be planned and performed along the planned stops. It is difficult to get to an industrial bridge construction process with higher efficiency and more repetition. The traditional cast on site method is the most common in Sweden although there are methods that could replace it. The main purpose of the report is to find out if precast concrete elements on site is a possible method to facilitate the construction of new concrete bridges over the railway. This report is based on a case study of an existing bridge project to see the benefits and improvements the method with precast on site can provide in various aspects. Also interviews and surveys was conducted to collect opinions about prefabrication and industrial bridge construction. The results in this report show that the method of prefab on site is more advantageous than the traditional cast on site method in several respects. It is a method that makes it possible to reach repetition and serial production of bridges. The interviews revealed that contractors are interested in prefabricated solutions, but among other requirements for the design and conservative view of prefabrication from clients prevents the possibility of applying the method.
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Nordsjö, Olle, and Marcus Johansson. "Toleransproblem vid produktion och montering av prefabricerade betongelement." Thesis, Högskolan i Halmstad, Sektionen för ekonomi och teknik (SET), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-26356.

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The idea with constructions made out of prefabricated elements is that it should be quick and easy to build as the demands for lower production costs, increased profitability and shorter production times are constantly increasing. High accuracy in measurements and well-balanced tolerances is required to achieve this. The fact that the concrete-elements doesn’t fit and that damage occurs during assembly is a highly topical issue even though we now have methods and systems that make this high-intensity construction possible. Through this report we want to highlight the problems that cause the dimensional and tolerance problems and give suggestions on how to come to terms with these. The aim is that the conclusions in this report in the long run hopefully will lead to time and cost efficiency. The fact that dimension and tolerance errors occur isn’t news for the industry. Nor that the cost to fix them greatly increases the farther forward in the product chain one goes. Where in the production- chain do they occur and what causes them? Where in the production-chain are they corrected? How’s the knowledge regarding dimensions and tolerances of those that are working in production at the factory and at the construction site? When an error is detected, is a deviation report always written? What’s the opinion regarding the deviation management system? The work will begin with a literature study that will keep on going throughout the whole time of the report. The literature study will in detail explain what the terms dimension and tolerance mean, how they are used, the different types of combinations that exist and how to calculate them. Furthermore, the literature study will also examine the results of studies and surveys made by others. Two field trips will be carried out, one at a concrete-element factory and the other one at a construction site. The purpose is to gain a greater understanding of the preconditions for the writing of this report. Three semi-structured interviews will be conducted according to a stratified selection. The plant manager, assembly manager and the assembly foreman will be interviewed. The questionnaire study is a group survey with cluster selection. The survey will be conducted by the workers on a construction site. The assembly difficulties of prefab elements that occur derives partly from drawing errors, manufacturing defects and that installation and construction site tolerances are set too stint. The fact that installation and construction site tolerances are set too stint is probably due to customer requests. Drawing errors and carelessness in production stood out as the most likely causes to why dimension and tolerance errors occur. This is something that we think could be reduced by making more distinct drawings. We believe that drawing sheet should be easy to understand and that it sometimes might be a good idea to make more drawings with fewer measurements on each. More technical equipment was requested at the construction site. This was requested to gain access to more drawings at the assembly location and for the ability to enlarge in order to enhance clarity. The majority of errors that were detected in the plant were also corrected there. But if there’s a rush to send an element and the defect is small they notify the assembly crew, and then they have to correct the defect at the construction site. The plant manager thinks that awareness of existing dimensions and tolerances among the factory employees are good. At the construction site 91% of the employees thought that it would be good with an educational course about existing dimensions and. The deviation management system is something that all the interviewees basically thought was good but that the possibility of feedback and improvement could be developed. Many minor errors aren’t reported because in many cases it takes more time to write the report than to correct the error. We think it would be good if all the errors were reported so they could estimate the cost to correct them. In order to correct some recurring production errors, investments in the factory would be necessary. There’s a constant discussion about whether the cost of the investment is profitable compared to the costs of correcting the errors at the construction site.
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Nunez, Joseph Gabriel. "Prefab the FabLab : rethinking the habitability of a fabrication lab by including fixture-based components." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/59201.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Architecture, 2010.
Includes bibliographical references (p. 60-62).
This thesis is about defining a fixture-based system that can be adapted into a digital fabrication production system of friction fit assembly. It is inspired by the work and research conducted by the Digital Design Fabrication Group at MIT, specifically the work related to the Cabin House and the Instant House. The building industry in recent decades has experienced a fluctuation of different delivery methods; within that variation has been prefabricated construction. Numerous examples, academic and professional, have demonstrated the benefits of prefabrication construction and as result this delivery method has gradually become more attractive to those considering alternative building types. I am interested in proposing a fixture-based system that would assist in electrical components, storage, and lightings and openings in order to improve the usability and flexibility of FabLab that is deployed as friction fit build. Modular systems of architecture have to a large extent remained in the combination of mono-material assemblies; therefore, this thesis asks the question, can mono-material assemblies be flexible enough to include other kinds of fixtures that support the addition of such amenities as electrical appliances, lighting, storage, and expandability?
by Joseph Gabriel Nunez.
S.M.
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Gustavsson, Andreas. "Emballage för prefabricerade väggar och bjälklag, en studie i hållbarhet." Thesis, Växjö University, School of Technology and Design, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-2138.

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Det här examensarbetet på kandidatnivå resulterar i en undersökning av Derome AB:s nuvarande emballage till prefabricerade väggar och bjälklag. Dagens emballage för prefabväggar och bjälklag följer inte med i utvecklingen. I arbetet undersöks möjligheterna att gå från plastemballage till pappemballage genom materialstudier och med den hållbara utvecklingen i åtanke.

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Tyrbo, Johan, and Fabian Tomt. "Prefabricerade bjälklag i högpresterande betong." Thesis, KTH, Byggteknik och design, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231075.

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Examensarbetet har genomförts som en del av ett projekt inom COWI AB. Projektets mål var att ta fram ett effektivt byggsystem där bjälklag utförs som prefabricerade element av högpresterande betong med sparkroppar av cellplast. I konceptet ingår att installationer skall så långt det är möjligt monteras i fabrik för att minimera montage och arbetsmoment på byggarbetsplatsen. Detta för att minska montagetider och eventuella fel som är en del av beställarens vision för att effektivisera byggandet. Denna rapport kommer att fokusera på den nya bjälklagstyp som ska ingå i byggsystemet som COWI har haft i uppgift att utveckla till kunden. Då examensarbetet endast innefattar 10 veckor så har det inte funnits utrymme att ta del av flera byggnadsdelar till byggsystemet. Då bjälklaget erbjuder den största utmaningen i detta projekt så har fokus lagts vid att grundligt utreda dess kapacitet och potential. Detta har resulterat i handberäkningar samt analyser med Strusofts finita element program FEM-design. Studien visar att det är möjligt att konstruera ett bjälklag i syfte att göra håltagningar för installationer till bostäder. Bjälklagselementet är dimensionerat enligt gällande regelverk och optimerat med hänsyn till bruk- och brottgränstillstånd.
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Maloň, Marek. "REVITALIZACE BÝVALÉHO AREÁLU STŘEDNÍ PRŮMYSLOVÉ ŠKOLY V ROSICÍCH." Master's thesis, Vysoké učení technické v Brně. Fakulta architektury, 2019. http://www.nusl.cz/ntk/nusl-400704.

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The aim of the thesis is to design a new and better use of the currently unkempt area former secondary industrial school in Rosice near Brno. Following the territorial study and broader analyzes new functional use, a new architectural concept will be proposed in the context of Rosice area and its involvement in the proposed development in Kamínky. Consideration will be given to the proposal capacity bypass Rosic according to the valid zoning plan in the context of the whole site, as a partial part of the Rosic core. The site has development potential with basic civic amenities and development in terms of quality and quantity corresponding to the upward interest in so-called "satellite cities" in the vicinity Brna. The proposal will apply SMART CITY principles on a small town scale and a friendly approach to the environment.
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Suszko, Andrew M. III. "The House as a Coat: or, Why Architects Don't Design Houses." University of Cincinnati / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1398698920.

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Naumann, Stefan, and aue84@gmx de. "Mynewhome.com.au: Exploring New Ways of Delivering Architecture;- Creating a Design Interface for Sustainable and Affordable Houses." RMIT University. Architecture + Design, 2008. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080724.162129.

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Stefan Naumann Master of Architecture Mynewhome.com.au Exploring New Ways of Delivering Architecture;- Creating a Design Interface for Sustainable and Affordable Houses The aim of this research project was to explore new ways of delivering architecture and the engagement of architects in everyday, affordable, sustainable housing in Australia. This dissertation speculates on the possibility of a design system integrated with a design interface, where customers can self-configure or customise their home online with the help of embedded programs and an architect consultancy service. This can be seen as an alternative option for the homebuyer to the volume built, standard house. The design system displayed in this masters research was developed in three testing modes: speculative designs, site specific designs and user experiments. The system consists of modules and components that would have the embedded knowledge of the architect. They are intended to allow non professionals to self-arrange their homes. This was then integrated into a user interface. A construction system which allows prefabrication was then applied, but the main focus of the research was on the delivery of design and client engagement and not on the technicalities, or the realisation of a prefab system. The aim was to combine as much of the quality and advantages of a one off architecturally designed house, in particular, the consideration of user and site needs with the affordability and predictability of a completely pre-designed volume builder house. Digital design, production and marketing have the potential to make this challenge a success. This new digital way of delivering architecture could lead to houses that are more adaptable to different users and site needs than volume builder housing. The knowledge of the architect could be applied to ordinary housing, without the huge financial cost of the one off, architect designed house. The web based interface would allow customer interaction as tested in user experiments. The internet widens the possibility of the clients' involvement in the design process. These new online procurement processes are more instant and accessible and could result in an enlightened purchaser. There is the possibility to educate people, so informed decisions could be made. It could lead to houses with better orientation, engagement with new building materials, prefabrication technologies and the promotion of smaller houses resulting in more sustainable homes that are still reasonable in price. This is a very complex issue in which different experts would have to work together. However, there is a real possibility for a design interface to open up a dialogue between the architect and the general public.
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Fraser, Alastair. "Prefab politics : poverty reduction strategies and the limits of donor-built civil society in Zambia, 1999-2009." Thesis, University of Oxford, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.527313.

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Saxton, Chirinos Sara. "Cirkushallen i Alby : Cirkushall." Thesis, KTH, Arkitektur, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-101401.

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Projektet är en ombyggnation. En förvaringslada från 70-talet konverterad till ett kreativitetshus, nu vidare omarbetat till en lokal för endast Cirkus Cirkör, deras huvudkontor. Följande byggkomponenter återanvänds: Bärande stomme: betong. Tak: betong. Stabiliserande element: lättbetong. Insidan blåses ut och förnyas till ett stort rum, uppdelat efter behov och funktion. Rörliga väggar: glas. Rörliga väggar: tyg Fasta ickebärande innerväggar: trä. Bjälklag: trä.
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Wolfram, Joakim, and Jonas Lundin. "Förbättringsmöjligheter inom prefabproduktion : En undersökning av BoKlok-fabriken i Gullringen." Thesis, Örebro universitet, Akademin för naturvetenskap och teknik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-16612.

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30

Elwing, Charlotta, and Kristin Sjögren. "Prefabricerade hus - en fråga om kvalitet, ekonomi och byggtid." Thesis, Växjö University, School of Technology and Design, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-940.

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Syftet med detta examensarbete är att jämföra de två byggproduktionsmetoderna, industriellt/prefabricerat byggande och platsbygge. Vi undersöka om någon av metoderna är fördelaktigare än det andra, samt varför man allt mer använder sig av prefabricerat. Jämförelsen behandlar främst aspekterna byggtid, ekonomi och kvalitet. Genom en litteraturstudie och intervjuer med aktiva personer inom byggbranschen har vi införskaffat oss det material vi behöver.

Att bygga och montera så mycket som möjligt inne i fabrik gör att kvaliteten ökar då materialet inte utsätts för fukt och kyla före montering. Huset byggs upp mycket fortare då byggarbetsplatsen endast blir en montageplats av olika färdiga delar. Materiallager på bygget försvinner då delarna levereras när de ska monteras.

Levereras elementen i tid minskas också byggtiden, vilket i sig innebär lägre kostnader.


The main purpose with this diplomawork is to compare the two production methods,

premanufacturing and on-site construction. We want to investigate if one of the methods is more advantageous than the other and why premanufactured elements are used more often. The comparisons mostly consider aspects of building time, economy and quality. We gathered the material we needed through a literature study and by interviewing active persons in the building industry.

Building as much as possible in a production hall increases the quality since it’s not being exposed to moisture and cold before assembly. The house is built much faster when the building site becomes a montage place with different finished elements. There is no material storage at the building site since the elements are delivered when it’s time to assemble the specific element. If the elements are delivered when needed, building time will decrease which means reduced costs for the whole project.

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Furbee, Dru D. "shop-NEXTFlexible Design and Prefabrication in Retail." University of Cincinnati / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1396454072.

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32

Moraes, Rodrigo Agostini de. "ABC da arquitetura. Fundamentos conceituais para uma gramática de projeto." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/16/16138/tde-16022017-105213/.

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Considerando-se os design methods ou os métodos de projetação arquitetônica disponíveis, a presente dissertação aborda as gramáticas da forma (shape grammars) como sistema de simulação, geração e otimização de formas. Essas gramáticas podem combinar recursos descritivos e prescritivos para a solução de problemas de projeto, principalmente por meio da geração de tipos, padrões e famílias de projeto, destinados aos contextos do design industrial e da produção arquitetônica pré-fabricada. Particularmente, o manejo de gramáticas de projeto podem qualificar projetos, cujos programas envolvam uma reprodução em escala, em que se faz necessário criar variedade, flexibilidade e versatilidade construtiva. Este objeto de estudo compõe o arcabouço teórico essencial para uma reflexão a respeito de implementações computacionais e para a automação do projeto arquitetônico. Utilizando a base teórica e a reflexão resultante, esta pesquisa procura um rebatimento prático dos fundamentos teórico-conceituais implícitos, por meio de uma análise da linguagem e da gramática de projeto presentes na arquitetura Industrializada do arquiteto João Filgueiras Lima, o Lelé, focalizando suas primeiras escolas pré-fabricadas, construidas no período de 1983 a 1993. Espera-se, com isso contribuir para que arquitetos e usuários criem e compartilhem repertórios de projeto e de processos criativos, por meio de plataformas computacionais mais amigáveis à projetação arquitetônica, as quais tomem como base, sobretudo, as especificidades desse campo do conhecimento.
Considering the design methods and the architectural design methods available, this dissertation approaches shape grammars as a system of forms simulation, generation and optimization. These grammars can combine descriptive and prescriptive resources for solving project problems, mainly through the generation of project types, standards and families, in the contexts of industrial design and prefabricated architectural production. Particularly, the handling of project grammars can qualify projects whose programs involve a reproduction in scale, where variety, flexibility and constructive versatility are necessary. This object of study makes up the essential theoretical framework for a reflection on computational implementations and for the automation of an architectural project. Using the theoretical basis and the resulting reflection, this research aims at stimulating a practical debate on the implicit theoretical and conceptual foundations, through an analysis of the language and the project grammar present in architect João Filgueiras Lima (Lele)´s industrialized architecture, focusing on his first prefabricated schools, built during the period 1983-1993. We expect to offer some contribution to architects and users so they can create and share project repertoires and creative processes through friendlier computing platforms to architectural design, which should be based, mainly, on the particularities of this knowledge field.
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Szakácsová, Diana. "Vývoj výstavby rezidenčních nemovitostí v městské části Brno-Lesná." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2017. http://www.nusl.cz/ntk/nusl-367528.

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This diploma thesis is dealing with development construction of residental real estates in the area of Brno-Lesná. It is concentrated on the development of real estate from the beginning of development until novadays. It is also includes Lesná´s history. The work is divided into few parts described in time periods. The highest quality development was during in 1963. The work contains maps, where we can see how the area was growing
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Pehrson, Malin, and Karin Foss. "Katastrofsjukhus : En ny robust typ av fältsjukhus." Thesis, KTH, Byggteknik och design, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-101672.

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Denna rapport beskriver framtagandet av Katastrofsjukhus, robustare fältsjukhus med förbättrad standard. Jämförelse görs mellan det framtagna Katastrofsjukhuset och uppblåsbara tältsjukhus samt standarden i svenska sjukhus. En färdig produkt finns ännu inte framtagen och rapporten lämnar en hel del lösa trådar, men är en bra grund för mer omfattande utveckling av konceptet och som en idéstudie till en vetenskaplig avhandling eller annan fortsatt forskning. Problemet med befintliga fältsjukhus är främst miljön i operationsavdelningen. Detta är något det lagts stor vikt vid och en strävan att uppnå svensk standard har genomsyrat hela processen. En annan viktig punkt vid framtagandet av Katastrofsjukhus har varit konstruktionens vikt, vilket är tältsjukhusens största fördel. Vikten är av stor betydelse vid både transport och uppbyggnad. Katastrofsjukhusets konstruktion utgår ifrån standardcontainrar för att skapa goda transportmöjligheter. Containrarna är en del av konstruktionen och de rymmer prefabricerade element som utgör Katastrofsjukhusets huvudmodul. Konstruktionen är dimensionerad för att klara kraftiga snö- och vindlaster. Trots detta har elementen gjorts så lätta att det är möjligt att bygga upp hela sjukhuset för hand. Dimensionering efter laster som verkar under en jordbävning har också beräknats redovisas inte i detta arbete då de ej är fullständiga. Utformningen av Katastrofsjukhuset har gjorts för att på bästa sätt fylla det stora behov som finns av sterila operationssalar, samtidigt som planlösningen är anpassningsbar för att Katastrofsjukhuset ska kunna erbjuda olika typer av vård. Rapporten ger även rekommendationer för fortsatt utveckling av Katastrofsjukhuset.
This report describes the development of Emergency Hospital, a robust field hospital with an improved standard. Comparison is made between the developed Emergency Hospital and inflatable tent hospitals and with the standard in Swedish hospitals. A completed product is not presented in this report and it leaves a lot of loose ends, but is a good basis for more extensive development of the concept and as a conceptual study of a scientific treatise, or other continued research. The problem with existing field hospitals is mainly the environment in the operating theater. This is something that has been a strong focus, and a desire to achieve the Swedish standard has permeated the entire process. Another important point in the development of Emergency Hospital has been the mass of the structure, which is the tent hospitals' greatest advantage. The weight is of great importance in both transportation and construction. The Emergency Hospital's design is based on standard containers to provide good transportation possibilities. The containers are a part of the design and they also contain all the prefabricated elements which create the Emergency Hospital's main module. The structure is dimensioned to handle heavy snow and wind loads. Nevertheless, the elements made ​​so light that it is possible to build up the hospital by hand. The design for loads acting during an earthquake has been calculated, but is not included in this report since they are not complete. The hospital has been designed to fill the large needs for sterile operating room, but at the same time the layout is adaptable for different types of care needs. The report also gives recommendations for further development of the Emergency Hospital.
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Ingridsson, Björn. "From coast to mountain." Thesis, KTH, Arkitektur, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147512.

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In a city with fast growth and development, this project aims to embody the resources of its origin and nurturing vein, Umeälv, and project its movements into the future. Through the tools of an architecture that promotes and envisions timber constructions this project searches for cues methods and composition of the traditional timber buildings in the region in conjunction of an age of prefabrication.
I en stad med snabb tillväxt och utveckling, syftar det här projektet till att förkroppsliga resurserna kring dess ursprung och näringsådra, Umeälven, samt projicera dess möjligheter in i framtiden. Genom verktyg för en arkitektur som främjar träkonstruktioner söker detta projekt efter ledtrådar metoder och sammansättning av de traditionella trähusen i regionen i samband med en tid av prefabricering.
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Parsley, Christopher M. "Anticipating Change: Integrating Off-Site Fabrication With Adaptable Design Strategies." Cincinnati, Ohio : University of Cincinnati, 2009. http://rave.ohiolink.edu/etdc/view.cgi?acc_num=ucin1242326595.

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Thesis (Master of Architecture)--University of Cincinnati, 2009.
Advisor: Elizabeth Riordan. Title from electronic thesis title page (viewed July 28, 2009). Includes abstract. Keywords: adaptable; prefab; prefabrication; design for disassembly; Open Building; off-site fabrication; building adaptation. Includes bibliographical references.
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Jonsson, Gustav, and Axel Söderberg. "Prefabricerade passivhusväggar." Thesis, Halmstad University, School of Business and Engineering (SET), 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-2619.

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Background: The most energy efficient houses today are so called passive houses. These houses achieve high energy-efficiency partly by having well insulated walls. U-value describes the amount of heat transfered through a building element, the more insulation, the smaller U-value. A typical passive house wall have a U-value of 0.10 W/m2,°C. The passive houses are primarily made as small family houses and not as a block of apartments. This is partly because the bigger houses often are made of prefabricated walls, which at present times are not made with enough insulation. One construction method common in prefabrication is a sandwich-construction with two layer of concrete surrounding a core of cellular plastic. Skanska is making this type of walls in a factory on Gotland.

We wanted to combine the energy efficiency of passive housing with the efficiency of

prefabricated sandwich-walls.

Aims: To present a suggestion of a sandwich-construction made with concrete and cellular plastic with a U-value below 0.10 W/m2,°C, that could be implemented in the factory on Gotland.

Methods: By analyzing systems of today we developed two different models that have a U-value below 0.10 W/m2,°C. The first system was developed from a system used in Skanska’s factory on Gotland and the second one was based on a system delivered by Halfen DEHA. This was made through empirical tests and theoretical calculations. We compared the developed systems in terms of the conditions in Skanska’s factory on Gotland.

Result and discussion: The system based on Halfen DEHA needs a larger amount of shackles, than the system developed from Skanska’s present system. This leads to the need of thicker insulation to achieve the desired U-value. The reason is that the Skanska-based system uses a combination of shackles and cellular plastic to carry the loads of the coating layer while the Halfen DEHA depends on the shackles alone. We believe that the first of our two developed systems is the best in terms of the ease in adopting to the production method in Skanska’s factory. The second system is safer in terms of controlling the production and has the possibility to have an air gap.

Conclusion: In the rapport we present a sandwich-construction system that has a U-value below 0.10 W/m2,°C, that we believe would work for prefabrication of wall structures and could be easily adopted in Skanska’s factory on Gotland.

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Cox, Christopher Emilio Emiliucci. "Living Chassis: Learning from the Automotive Industry; Site Specifi c, Prefabricated, Systems Architecture." Scholar Commons, 2008. https://scholarcommons.usf.edu/etd/192.

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Suburban Americans suffer from homes built with: a low standard of craftsmanship, poor efficiency of construction, excessive use of material resources and a disregard for their site. Architectural diversity is at a low, driven by a consolidation of homebuilders and fewer floor plans. The current home production workflow from commission to build pales in comparison to the automotive industries solutions. Influenced by heavy machinery and hot swappable computers, ideas are born for a better way to build houses. These ides evolve though understanding the principles of several successful vehicles, analyzing census data, and studying floor plans. The flexible autonomous systems house (FASH), involves a 900mm x 900mm framework and a kit of parts that engages our industrial ability and maintains architectural values of space, form, materiality and site specificity. FASH is about bringing a logic and simplification of technique to building that allows quality and reuse to become reality.
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Andersson, Oskar, and Jacob Bylow. "Lean Produktion inom prefabindustrin." Thesis, Tekniska Högskolan, Högskolan i Jönköping, JTH, Maskinteknik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-28142.

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Examensarbetet utfördes på Kynningsrud Prefab AB i Uddevalla som tillverkar prefabricerade betongelement till byggindustrin. I dagsläget är företaget inte helt tillfredsställt med material-, produkt-, information- eller kommunikationsflödet i verksamheten. Kynningsrud vill därmed skapa ett eget produktionssystem, KPS, för en fortsatt expansion.   Genom diskussion med företaget beslutades att arbetet skulle fokusera på tillverkningen av väggelement. Syftet med arbetet är att analysera och identifiera förbättringsmöjligheter samt ta fram förbättringsförslag med förhållningssättet lean produktion.   För att eliminera icke värdeadderad tid, standardisering av arbetsmoment samt informationsspridning valdes de sju slöserierna+en och 5S verktyget som teoretiskt ramverk. Information om verksamheten samlades in genom observationer, intervjuer och deltagande. Genom en nulägesbeskrivning av väggproduktionen med tillhörande stödprocesser beskrevs  arbetsmoment i processerna. Beskrivningen analyserades sedan efter det teoretiska ramverket.   Analysen resulterade i åtta förbättringsförslag som tillsammans skulle eliminera slöserier med en total tidsåtgång på ungefär 12 timmar om dagen. Det innebar en kostnadsreduktion på cirka 3,500 kr per dag. Sammanställning av den insamlade informationen åskådliggjordes genom en GAP-analys.   Vid tid- och kostandsberäkningar används den lägst uppskattade tidsåtgången från observationer och intervjuer med personalen som därmed kan innehålla mörkertal. Det gör att de beräkningar som redovisas är i teorin lägsta besparingen som kan genomföras. Kostnadsreduceringen kan i verkligheten vara större vid  en implementering av förbättringsförslagen.
The thesis was executed at Kynningsrud Prefab AB in Uddevalla. The company produces precast elements within the construction industry.  Currently, the company is not fully satisfied with the internal communication or the flow of material or finished products. Thus, Kynningsrud is planning to create a production system, KPS, in order to keep in pace with their current sales expansion. Through deliberations and discussions regarding the issue together with the company, a decision was made to focus on the manufacturing of the concrete walls. The conclusion came down to the purpose of the thesis would be to analyze and identify opportunities of improvement and to develop proposals targeted lean production. To eliminate non-value adding time as well as working to standardize operations and make the internal communication more efficient the two theories The seven wastes+one and the 5S tool was elected as theoretical framework. The necessary information about each step of the manufacturing process was collected by observing, interviewing and participation in the working process. The information was assembled to six current state descriptions of the production and describes every operation in each step of the processes. Finally, the description was analyzed according to the theoretical framework. The analysis resulted in eight improvement proposals that together would eliminate waste with a total time of approximately 12 hours a day for all analyzed operations combined. It meant a cost reduction of about 3,500 Swedish crowns per day. The compilation of the information collected was illustrated through a gap analysis. The time duration that was used for the saving calculations were estimated values ​​through observations and interviews with staff members. When calculating the time possible to save the lowest estimated time duration were used and the results may therefore contain numbers of unknown cases. It makes the calculations the theoretically lowest savings that can be made. In reality, the cost reduction could be greater if the improvement proposals were implemented.
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Bredberg, Clara, and Josephine Karlström. "Nyproduktionen av svenska bostäder - enformig och upplevelsefattig?" Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-35230.

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Nyproducerade bostäder upplevs ofta som väldigt lika. Öppen planlösning, trestavigt ekparkettgolv och vitmålade väggar beskriver idag en typisk nyproduktion. Idag ligger fokus på att skapa funktionella, yteffektiva bostäder och kostnadseffektivitet eftersträvas. Prefabricerade standardlösningar bidrar till en förkortad byggtid. Vid jämförelse av nyproducerade bostäder och äldre sekelskifteslägenheter kan man se mer detaljarbeten i de äldre lägenheterna. Syftet har varit att fastställa om den svenska nyproduktionen är likriktad och upplevelsefattig. För att undersöka om detta stämmer har ett flertal byggföretag i Stockholm intervjuats. I undersökningen har även mäklare och andra representanter från branschen deltagit för att bidra med sina åsikter och för att skapa ett bredare perspektiv i frågan. Byggföretagens nyproducerade lägenheter har besökts. Under visningarna har lägenheterna studerats och bedömts utifrån de upplevelsevärden som presenteras i Ola Nylander och Kjell Forsheds bok Bostadens omätbara värden. Dessa värden beskriver både subjektiva upplevelser och tekniska detaljer som sägs bidra till en god bostad.  Undersökningen är begränsad till bostadsrätter i flerbostadshus i Stockholmsområdet. Resultatet blev att hela 80 % av de intervjuade tycker att dagens nyproduktion är likriktad. Även om företagen skulle få ekonomiskt bidrag väljer de ändå inte att prioritera förbättringar av de kvalitéer som bidrar med karaktär och personlighet i en bostad. Visningarna påvisade att det fanns brist på dessa kvalitéer i de flesta bostäderna men även att det fanns några få företag som urskilde sig från mängden med sin produktion.   Förhoppningen är att detta arbete ska uppmärksamma avsaknaden av upplevelsevärden i nyproducerade bostäder samt inspirera till mer fantasi och variation i den annars likriktade nyproduktionen.
Nowadays the planning in the buildings is strongly controlled by authorities, designed by architects and built by construction companies. Newly built dwellings are often considered as very similar. Open planning, parquetted flooring by oak and white walls are common words in description of todays’ dwellings. The priorities of the construction companies are to create functional space-efficient apartments and strive for cost-efficiency in the production. The use of prefabricated building parts and standardized modules contribute to a shortened building process. When comparing newly built dwelling with older dwellings from the beginning of the 20th century a great difference in materials and details can be found. The purpose has been to determinate whether the Swedish production is similar and unsatisfying. To determine if these theses are true, a number of construction companies located in Stockholm where contacted and interviewed. In the research a few real estate agents and other representatives from the industry participated to contribute with their own opinions and perspectives. A study of the building companies dwellings were examined during showings and evaluated by the different qualities described in the book Bostadens omätbara värden, by Ola Nylander and Kjell Forshed. These qualities describe both subjective perceptions and technical aspects which are supposed to contribute to a “good housing”. The research has been limited to co-operative apartments in tenement building in the area around Stockholm. 80% of the interviewed agreed with the thesis that the Swedish production is undiversified and unsatisfying. Even if the companies would have received financial founding, they would not choose to give priority to the qualities that would improve the character and the individuality in the dwellings. The showings proved a lack of these qualities in most dwellings but also that some construction companies were distinguished from the others with their production. Hopes are that this composition will draw attention to the absence of the qualities regarding the experience of the dwellings and inspire to a greater variation and diversity in the otherwise similar production.
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Facchini, Fabio Marquini. "Automação de um sistema de climatização para abrigos de equipamentos eletrônicos." Universidade de Taubaté, 2012. http://www.bdtd.unitau.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=348.

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O objetivo deste trabalho foi desenvolver um sistema para atender as necessidades de controle e automação de um sistema de climatização para abrigos de equipamentos eletrônico, contemplando o controle dos níveis de umidade, de temperatura e a eliminação de partículas de poeira suspensa no ar. Existe uma ampla gama de tipos de abrigos, como subestações pré-fabricadas, data-centers, shelters de telecomunicação, salas elétricas, dentre outros. Ao abrigar equipamentos elétricos em funcionamento, a quantidade e acumulo de energia térmica no interior do ambiente onde se localizam ocasiona a elevação da temperatura a níveis inaceitáveis ao bom funcionamento dos equipamentos abrigados. Além disso, a umidade e a existência de particulados no ambiente podem causar a deterioração dos componentes eletrônicos. Por esse motivo é inevitável a utilização de um sistema de climatização para proteção desses equipamentos. O ato de refrigerar, desumidificar, purificar e renovar o ar permite o aumento da vida útil dos equipamentos instalados no interior desses abrigos. O projeto desenvolvido neste trabalho para automatização de um sistema de climatização foi aplicado a uma subestação elétrica pré-fabricada para uma indústria do ramo de mineração.Inicialmente realizou-se um estudo das exigências que o sistema de climatização teria que atender. Realizou-se uma modelagem do sistema levando-se em conta os requisitos do projeto e, para que o sistema fosse aplicado em campo, a lógica de programação foi testada em fábrica por meio do software de programação do CLP e posteriormente comissionado antes da entrega final em campo. O teste de campo consistiu em ligar o sistema automatizado de climatização e simular todo o funcionamento e condições de falhas possíveis, certificando que as respostas do sistema estivessem dentro das especificações definidas durante o projeto. O sistema desenvolvido encontra-se em funcionamento e serve de modelo para o desenvolvimento de novos projetos de climatização.
The aim of this study was to develop a system to attend the needs of automation and control of a cooling system for electronic equipment shelters, including the control of humidity, temperature and elimination of dust particles suspended in air. There is a wide range of types of shelters, such as prefabricated substations, data centers, telecom shelters, electrical rooms, among others. In house electrical equipment in operation, the amount and accumulation of heat inside this type o shelters where they are located causes the temperature rise to unacceptable levels for the proper functioning of equipment housed. Moreover, the presence of moisture and particulates in the environment may cause deterioration of electronic components and so it is inevitable to use a cooling system for protection of such equipment. The act of cooling, dehumidify, purify and renew the air permit to increase the lifetime of the equipment installed inside these shelters. The project developed in this work for automation of a cooling system was applied to an electrical substation for a prefab industry mining sector. Initially we carried out a study of the requirements that the HVAC system and would have to attend before the system was applied in the field, the programming logic was tested at the factory through the PLC programming software and subsequently commissioned before final delivery in field. The field test was to connect the automated climate control and simulate the entire operation and fault conditions possible, ensuring that the system responses were within the specifications established during the project. The system is designed for operation and serves as a model for the development of new draft cooling.
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42

VOTAVA, KATE. "EVOLVE HOUSE: FLEXIBLE DWELLING FOR THE POSTMODERN CONSUMER CULTURE." University of Cincinnati / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1148305353.

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43

Rader, Eugene M. "A Modern Craftsman Revival." VCU Scholars Compass, 2015. http://scholarscompass.vcu.edu/etd/3840.

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Introducing concepts of Craftsman kit construction to the interior, as well as modern technology to lessen the cost of handcrafted details, opens the possibility to new methods of modular design in which interior units are configured around structural skeletons and central base points that provide supply lines to residential units. One example is Dutch design firm Minale-Maeda’s Keystones, a 3D printed connector that holds together any necessary components, like furniture. These keystones can be printed at home and save time and the need to obtain anything but essential components (website). The design firm works to create an “ongoing awareness of the possibilities of both mass-production and skilled craftsmanship” (L’arco Baleno, 2014). Another interesting example is Dutch design brand Fraaiheid’s Minimal Waste Table, which is created from one piece of laminated plywood with a CNC milling machine which makes for extremely minimal waste (Williamson, 2013). These examples of automation require a craftsman’s hand and mind to create the concept but introduce a modern approach to reducing waste, time and cost.
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44

Köhler, Florian. "Reps or agents or both: Managers' rationale behind how to organize the sales function : About the rationale of decision-makers in manufacturing companies of the Swedish prefabricated wooden house industry behind the organization of sales forces." Thesis, Internationella Handelshögskolan, Högskolan i Jönköping, IHH, Företagsekonomi, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-30273.

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Problem - Decision makers shape the structure of the sales function, but it is unclear how they go about it and why. The rationale for making certain decisions need to be analyzed in order to understand why different decision makers apply different sales strategies. Topic - The Swedish prefabricated wooden house industry consists of many actors with no clear market leader. The sales force seems to mainly consists of external sales agents (manufacturers' representatives, also called reps), though some manufacturers also employ direct sales agents at the manufacturing company. Prefabricated wooden houses corresponded to 86% of all building permits requested during 2015. Purpose - This thesis aims to explore decision-makers' rationale behind the organization of manufacturers' sales forces in the Swedish prefabricated wooden house industry. Method - Semi-structures interviews with decision makers at manufacturing companies in the Swedish prefabricated wooden house industry have been conducted in order to fulfill the purpose of this study. The empirical findings are then analyzed based on theory that has been collected through partly inductive, partly deductive approaches. Main results - Decision makers use different arguments to justify their strategies. Many different rationale applied translates into no clear pattern besides the one that there seems to be no clear pattern. Arguments for a rationale decision are given without analytical proof for an assumption. Some interviewees are in essence for an integrated sales force, though might also work with reps.
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45

Crafoord, Madeleine, and Gabriella Hedberg. "Informationsflöde inom prefabprocessen : Hur kan Derome Träteknik effektivisera informationsflödet från konstruktion till produktion?" Thesis, Högskolan i Jönköping, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-41782.

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Syftet med studien är att undersöka hur informationsflödet på en prefabriceringsfabrik fungerar, från konstruktion till produktion. Mer konkret inriktar den sig till att identifiera effektiva och ineffektiva steg i flödet samt förbättringsmöjligheter för att kunna optimera personalens dagliga arbete. Eftersom ingen tidigare kunskap kring var problemen inom informationsflödet på fallföretaget fanns, kunde inte någon teoretiskt koppling formuleras innan fallstudien var genomförd. Fallstudien utgjordes av metoderna observation och intervju där kvalitativ data insamlades. Observationen genomfördes för att kartlägga processen av informationsflödet på fallföretaget. Intervjuerna genomfördes för att få de anställdas åsikter och hitta vart problemen låg. Efter fallstudien kunde teoriområdena klargöras och en litteraturstudie utfördes. De problemområden som framgick utifrån undersökningen grundar sig främst i tidsbrist. Detta bland annat på grund av tidskrävande aktiviteter som manuell hantering vid uppförandet av tillverkningsritningar och revideringar i fallföretagets planeringar. Förbättringsförslaget författarna presenterar är därmed en uppgradering av ritprogram samt implementering av ett planeringssystem. Tidsbristen ansågs även leda till brister inom kommunikationen. Författarna anser att det, av olika skäl, är viktigt att behålla den personliga kontakten och komplettera denna med system. Studien ämnar sig till att bidra med kunskap kring hur ett informationsflöde på en prefabriceringsfabrik kan vara utformat. Den stärker teorier kring varför det är viktigt att behålla den fysiska kommunikationen när uppdaterade system implementeras. Den har vidare bidragit med förslag kring vilka delar som kan effektiviseras inom ett informationsflöde där prefabelement tillverkas. Arbetet begränsades till att enbart genomföras på en prefabriceringsfabrik och kollar bara på flödet mellan konstruktion till produktion. Inga ekonomiska aspekter har beaktats och endast ett företag har deltagit i undersökningen.
The study aimed to investigate how the information flow at an off-site fabrication is working, from design-stage to production. More specifically, it focus on identifying effective and ineffective parts in the information flow, along with improvement opportunities to optimize the personnel’s daily work. Since the authors had no knowledge about where the problems in the information flow at the company was, they were not able to create a theoretical framework before the case study was made. The case study involved observation and interviews. The observation was made to identify the process and information flow at the company. The interviews were made to get the knowledge about the personnel’s opinion and to locate where the problems in the information flow occurred. With the case study as a base the theoretical framework could be made with a literature study. The problem areas that emerged from the case study are all mainly based from the lack of time. This is partly due to the time-consuming activities such as manual handling in the making of production technical drawing and revision of planning documents. The improvement proposal the authors present is to upgrade the computer-aided design software and to implement a planning system. The authors also consider the lack of time as a reason for shortcomings in the communication. The improvement proposal the authors present for this is to keep the personal contact and to supplement it with a system. The study intends to contribute with knowledge about how an information flow at an off-site fabrication may look like. It reinforces theories about why it is important to keep the personal communication when a system upgrade are implemented. The study has also contributed in proposals in which parts of the information flow that have potential to become more effective at an off-site fabrication. The study was limited to an off-site fabrication and only the information flow between design-stage and production was included in the study. No economic aspects were considered and only one company has participated in the study.
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46

Ramicic, Anel, and Nic Westerberg. "Inverkan av störningar i materialleveranser vid stombygge." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-162786.

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I en bransch med stora informations- och materialflöden resulterar det i att det ställs enorma krav på logistikplaneringen för leveranser av material till en arbetsplats. En byggarbetare spenderar cirka halva sin tid på att vänta på material vilket tyder på att det krävs en bättre planeringsstrategi i branschen (Linköpings Universitet, 2016). Leveranser av prefabricerade betongelement är bland det viktigaste som görs till en byggarbetsplats eftersom de tillhör en bärande grund. Leveranserna krävs vara väl synkroniserade, oskadade och exakta för att uppnå maximal utdelning för ett byggprojekt. Att uppnå optimala leveranser där allt är felfritt och i tid är nästintill omöjligt. I denna studie har en del åtgärder tagits fram som kan vara ett steg i rätt riktning för att minska att störningar sker i leveranser av prefabricerade betongelement. Det har visat sig att det råder bristande kommunikation mellan inblandade parter och att informationsutbytet endast sker när något går fel i en leverans. Detta är något som borde förbättras genom att t.ex. implementera pekplattor där alla parter då kan bli informerade när lastbilar är på väg till byggarbetsplatsen eller om eventuella fel sker under projektets gång m.m.
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47

Andersson, Jesper, and Ludwig Gard. "En analys av CO2e-utsläpp vid tillverkning och transport av prefabricerade betongelement." Thesis, Tekniska Högskolan, Högskolan i Jönköping, JTH, Byggnadsteknik och belysningsvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-45649.

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Purpose: The global concrete consumption amounts to 25 gigatons annually, making it the most widely used building material (Petek Gursel, et al. 2014). The continued increasing world population in connection with urbanization will lead to a greater demand for cement. The problem with the increased manufacturing process of cement is that carbon dioxide emissions in 2020 will account for 10-15 % of global CO2 emissions, compared with the values measured in 2016, which only reached 5-8 % (Habert & Ouellet-Plamondon, 2016). The aim of the thesis is to analyse stages in the manufacturing process of prefabricated concrete from an environmental point of view with consideration to CO2 emissions. This will later result in providing concrete improvement measures or alternatively only provide useful knowledge for the concrete industry’s future. The stages that will be analysed are transport, concrete, rebar (reinforcement) and cellular plastic production. Method: The methods chosen for the implementation of the thesis were Literature Studies and Interviews. The purpose of the literature study was to educate the authors on the subject and collect various results from current research. The interviews contributed to the necessary information to be able to carry out the analyses at work. Findings: The thesis has resulted in a total amount of CO2eq emissions in four different stages in the concrete manufacturing process. Cement proved to be the biggest contributing factor to CO2eq emissions. There are several different measures to reduce CO2eq emissions in the concrete manufacturing process. The measures discussed the most frequently concern the cement production, which is favourable for the concrete production as a whole. The discussion also highlights measures taken in action at a concrete factory level. Implications: This study shows that cement accounts for the majority of the total CO2 emissions for concrete production. Therefore, much focus placed on improving the cement production with consideration to CO2 emissions is necessary. This does not mean that less focus should aim on research for green transport, insulation production and steelmaking. All productions stages have potential for improvement. Hence, it is important to continue the research to reduce the total CO2 emissions in the production of prefabricated concrete elements. Limitations: The study was limited to the manufacturing process of prefabricated concrete. A specific project HUS F was analysed for CO2 emissions in four production stages; concrete, reinforcement, insulation materials and transport.
Syfte: Den globala betongkonsumtionen uppgår årligen till 25 gigaton vilket gör den till det mest använda byggnadsmaterialet (Petek, Masanet, Horvath & Stadel, 2014). Den fortsatt ökande världspopulationen i samband med urbaniseringen kommer att leda till en större efterfrågan av cement. Problemet med den ökade tillverkningsprocessen av cement är att koldioxidutsläppen år 2020 kommer att stå för 10-15 % av de globala CO2-utsläppen, jämfört med värdena uppmätta år 2016 på cirka 5–8 % (Habert & Ouellet-Plamondon, 2016). Målet med examensarbetet är att analysera skeden i tillverkningsprocessen av prefabricerad betong ur miljösynpunkt med avseende på CO2-utsläpp för att sedan kunna komma med konkreta förbättringsåtgärder alternativt enbart bidra med nyttig kunskap för betongindustrins framtid. Skedena som analyseras är transporter samt betong-, armering- och cellplasttillverkning. Metod: Metoderna som valdes för genomförandet av examensarbetet var Litteraturstudie samt Intervju. Litteraturstudien gjordes i syfte att fördjupa författarna i ämnet samt insamling av diverse resultat från aktuell forskning. Intervjuerna som genomfördes bidrog till nödvändig information för att kunna genomföra analyserna i arbetet. Resultat: Examensarbetet har resulterat i totala CO2-utsläpp i fyra olika skeden i betongtillverkningsprocessen. Cement visade sig vara den absolut största bidragande faktorn till CO2-utsläpp. Det finns flera olika åtgärder för att minska CO2-utsläppet i betongtillverkningsprocessen. De åtgärder som diskuteras flitigast berör cementtilllverkningen vilket är gynnsamt för betongtillverkningen som helhet. Diskussionen framhäver även åtgärder som kan vidtas på en betongfabriks nivå. Konsekvenser: Det konstaterades i denna studie att cement står för majoriteten av det totala CO2-utsläppet i betongproduktionen. Därför bör mycket fokus läggas vid förbättring av cementtillverkningsprocessen med avseende på CO2-utsläpp. Detta innebär inte att mindre fokus skall läggas vid forskning för miljövänligare transport, isolering- och stålproduktion. Samtliga områden bör förbättras och potential finns definitivt att hämta vid alla produktionsskeden. Begränsningar: Studien avgränsades till tillverkningsprocessen av prefabricerad betong. Ett specifikt projekt HUS F analyserades med avseende på CO2-utsläpp i fyra tillverkningsskeden; betong, armering, cellplast samt transport.
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48

Edvardsson, Andreas, and Anders Eriksson. "Hallbyggnadsteknik - en effektivisering av småhusproduktion." Thesis, Växjö University, School of Technology and Design, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-5265.

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Syftet med det här examensarbetet är att undersöka om det är möjligt att överföra hallbyggnadsteknik till produktion av småhus för att sänka produktionskostnaderna. Studien visar att hallbyggnadsteknik enkelt går att överföra till en villa. Dessutom blir det billigare att bygga klimatskalet med vårt byggsystem jämfört med ett traditionellt prefabricerat småhus. Genom detta system kan den totala byggkostnaden för villan i jämförelsen sänkas med 3-10 % beroende på vilket fasadmaterial som väljs.


The aim with this diploma work is to see if it is possible to transfer the technology used for industrial buildings to the production of small houses to lower the production costs. In the report, we show that the industrial building technology is possible to transfer to a small house. It also becomes more efficient to build the climate shell with our construction system compared with a traditional prefabricated small house. The total construction cost can with our system be reduced with 3-10 % depending on which facade material that is chosen.

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Keepers, Timothy James. "The Rebirth of a Semi-Disintegrated Enterprise: Towards the Future of Composites in Pre-Synthesized Domestic Dwellings; and the Societal Acceptance of the Anti-In Situ Architectural Movement." Scholar Commons, 2010. https://scholarcommons.usf.edu/etd/1678.

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The prefabricated home has been said to be the site of innovation, exploration and sometimes spectacular failure since the mid 20th-century (Home Delivery, 8). Despite years of research and advancements in technology, pre-synthesization in the domestic realm has typically remained loyal to past construction methods/materials and banal aesthetic ripostes. As a result, the modern pre-synthesized home suffers in terms of programmatic diversity, spatial feedback, supertemporal expansion (in reference to the supertemporal art movement) and societal acceptance. Materials and technologies are constantly upgrading in our increasingly technetronic society. Re-marketing the prefabricated home will require a similar modus operandi. Investigating the successes and failures of other prefabricated products and systems will lead to a better understanding of what the next generation of pre-synthesized housing systems will require. These requirements are then to be cultivated and supported by a theoretical entity, deployableHOMES, which represents an architectural process in a product oriented civilization. Motivated by the performance capabilities of underutilized materials such as FRP pultrusion and concrete polymer technology, this thesis proposes the formulation of a pre-synthesized component housing system which offers the maximum plasticity of design by allowing for distinctive environmental, spatial and programmatic responses. The system will be used to articulate a series of prototypes to be deployed in different topographical conditions. The future of prefabrication lies not in a series of ephemeral structures, which adopt non inclusive proprietary construction systems, but with fully integrated systems of interactive components. Components which allow for the refl ection of changes in societies perspectives of understood programmatic space and aesthetics of domestic tectonic pragmatism. These changes attempt to inaugurate an anti-in situ architectural movement which no longer imitates individuality or spatially responsive interactive design.
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Bobadilla, Ulises, and Julio Bizarreta. "Aspectos geotécnicos y sísmicos en el diseño de presas. Caso Presa Itaipú." Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/653685.

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Ciclo Conferencias Internacionales 2020-02 de la Carrera de Ingeniería Civil
Ponentes: Dr. Ulises Bobadilla y Dr. Julio Bizarreta. La conferencia abarca temas de diseño de Presas, caso Presa ITAIPU, resaltando los aspectos geotécnicos y sísmicos.
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