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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
11

Brandbelastning i träbyggnader : Jämförande beräkning och kartläggning om hur branschen hanterar permanet brandbelastning

Eriksson, Kajsa, Jenny, Löfgren January 2020 (has links)
Wood is a renewable material, it is strong in relation to its weight, climate smart but also combustible. Owing to its many advantages and the easy access in Sweden, wood is motivated as a topical building material. However, the aspects related to the combustible nature need to be considered in the design of buildings with a wooden frame. Whether and in such cases how to take into account the increased permanent fire load is a problem of which there are shared opinions. Today's regulatory framework is unclear in some aspects in its formulation and thus leaves room for interpretation. The purpose of this work is to investigate the reasonableness of tabulated data for permanent fire load and the sharp boundary between a BR1 building and a BR0 building but also by surveying how the industry handles the issue. In order to assess the reasonableness for the tabulated data, the method has been calculations with two different methods; one that follows BBR's guidelines (method 1) and another where calculations of the charring depth (method 2) have been performed, as well as a survey and a literature study. The result from the calculations in method 1 shows that in order for the level of the total fire load not to exceed the standard value for a residence of 800 MJ/m2, a low coefficient is required, and thus in principle all wood is assumed to be protected. According to the calculations in method two, it is possible to read out how the permanent fire load is affected by different protective linings and carbonation rates. The survey shows that the most common way to dimension fire protection is through simplified sizing, which entails that one does not have to consider whether the permanent fire load increases due to a combustible frame. There are divided opinions about whether Boverket's rules are enough to achieve adequate protection and how to handle it. The literature study shows that for the timber frame to be counted as fully protected it needs to be three layers of fire gypsum board in the ceiling and that two layers on the walls. Several conclusions can be drawn; the calculations indicate that a permanent fire load of 200 MJ/m2 (2013:11) is unreasonable in a wooden frame building also that if the permanent fire load is considered it becomes costly both economically and in terms of space. Even that Boverket's rules need to be clarified and adapted further against tall wood buildings and that fire projectors work differently and the experience of working with tall wood buildings differs greatly.
12

Hybrida stomsystem för Flervåningshus : Sammansättning av trä och betong i stomsystem ur stabilitet och koldioxidutsläpp

Akhlaqi, David January 2022 (has links)
Ninety percent of all single-family houses and smaller residential buildings in Sweden are built with timber frames. Though, this figure is different for higher buildings, about twenty percent in timber frames and eighty percent in concrete and steel. However, the knowledge and experience about tall timber houses is limited today and it needs to be developed over the time, both technically and architecturally. Purpose: The wood has a lower E-module than concrete and steel, which cause an additional problem in high-rise buildings of more than eight floors, stability. The measures for this problem can be costly and reduce the living space of the building due to large dimensions of the wooden structure. This project work is based on the challenges that exist around the construction of tall wooden buildings and tries to present a beneficial hybrid solution for the construction of tall houses in wood and concrete. Method: The study object is a multi-story building on ten floors where wood is used in combination with concrete for the frame system. The vertical loads such as self-weight, payload and snow load are carried by the wooden frame. On the other hand, concrete has the task of taking care of the horizontal forces caused by wind loads. The frame system is dimensioned according to the Eurocodes and standard dimensions to ensure the load-bearing capacity of the building. Results: The result reports that two concrete cores in the hybrid building absorb all horizontal forces and loads down to the foundation. These cores can also be used as stair/elevator shafts and will not affect the building's living area. A timber-concrete composite with a thickness of 300 mm, replaced the wooden composite which normally reaches a thickness of 400 to 500 mm. This means a height gain of one to two meters. The columns will get smaller dimensions because of the cores and give more living space. The concrete utilization in that hybrid building decreases by 57 percent, which is a large saving from an environmental perspective. In addition, life cycle analysis, LCA shows that carbon dioxide equivalents, CO2e are 43 percent less in the hybrid framework. Conclusion: The hybrid multi-stories houses of concrete and wood can be a useful alternative for increasing construction of wooden houses. A concrete core in the middle of building helps the construction to become more stable and the swaying due to wind loads be minimized. Furthermore, the columns can have smaller dimensions, which increases the living space in the building. The timber-concrete composite gives the building more weight and solves the step sound problem that arises due to low E-module on the wooden flooring. Additionally, the height of the building decreases, which in turn leads to buildings being able to have more stories and more living space. Moreover, through hybrid solutions in buildings, the environmental benefits of wood can be utilized to build environmentally friendly buildings. The ten-stories hybrid framework in this study, saves 43 percent CO2e compared to the corresponding framework in concrete.
13

Proactive Adaptability : Designing an adjustable building system out of wood with the future in mind

Proykina, Lidia January 2023 (has links)
Our urban environment is in constant flux, cities are ever-changing ecosystems that expand, contract, evolve & adapt. However, the way that we have been building our environment has seldom reflected that on the building scale. New neighbourhoods emerge, buildings are torn down and new ones replace them, but in the world that we live today where resources are becoming more scarce and global climate change is upon us, it is time to rethink how we design buildings today with the future in mind. My project’s goal is to design a wood construction system & building, with a focus on enabling mobility, adaptability, reuse, easy assemblage & disassemble, while fostering a sense of permanence so the user feels rooted at home.While concrete has allowed us to push the limits of what we can build, I believe that wood construction R & D has gotten far enough to have similar qualities but store carbon at the same time as being a renewable resource if managed & used responsibly. In my project, I used the method of prefabricating & separating each system on its own layer to allow for longevity, easy replacement & flexibility.
14

Kommunalt handlingsutrymme för att öka byggandet i trä : En studie av planeringsförutsättningar / Municipal possibilities and constraints to increase building in wood : A study of planning conditions

Kalén, Victoria January 2017 (has links)
Syftet med denna uppsats är att öka kunskapen om vilka förutsättningar som påverkar kommunernas handlingsutrymme att styra mot ökat byggande i trä. Utgångspunkten är att ökat byggande i trä är en viktig hörnsten i Sveriges arbete för att nå klimatmål om minskade koldioxidutsläpp. I fallstudie undersöker jag Växjö och Skellefteå kommun som sedan länge arbetat aktivt med att öka byggande i trä och båda antagit kommunala träbyggandsstrategier. I fallstudie undersöker jag hur såväl kontextuella (projektspecifika och informella förutsättningar) som formella förutsättningar påverkar kommunens handlingsutrymme. Resultatet visar att processer för att identifiera planförutsättningar och överbrygga olika perspektiv är avgörande för att skapa ett kontextuellt handlingsutrymme. Resultatet visar vidare att kontextuella förutsättningar även har potential att till viss del skapa handlingsutrymme utanför det formella handlingsutrymmets ”uppenbara” ramar. / The aim of this study in to increase the knowledge of municipal possibilities and constraints to increase building in wood by examining the municipal planning conditions. Point of departure is that building in wood is a prerequisite to reach the Swedish climate targets of drastically reducing national CO2-emissions. In a case study two municipalities are examined, Växjö and Skellefteå, two municipalities with strategies to increase building in wood and with long experience in doing so. The study explores how contextual planning conditions (project specific and informal conditions) alongside formal planning conditions affects the municipal space of action. The result shows that processes to identify planning conditions and to bridge different perspectives are crucial in order to create a contextual space of action. The result further demonstrates that contextual planning condition withhold the potential to, to a certain degree, create space of action outside the presupposed boundaries of the formal planning system.

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