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Den vertikala trädgårdens utveckling : En design research studie för framtagning av ett teoretiskt väggsnitt bestående av en halvsandwich med en infäst levande fasad / Development of the vertical garden : A design research study for the development of a theoretical wall consisting of a half-sandwich wall with an attached living facadeBacknäs, Johanna, Svensson, Lisa January 2022 (has links)
Introduction: There is a housing shortage in Sweden and the green space factor must be taken into account when building. The green space factor includes living façades that have a positive effect on people and society. The company Butong, in which the work has been done in collaboration, has patented solutions within living façades. The company currently mounts the façade solutions on a prefabricated concrete sandwich wall, but lacks a solution for mounting on a half sandwich wall. The purpose of a solution with a half sandwich wall was to avoid unnecessary material consumption, reduce environmental impact, and reduce the thickness of the wall. The work examined a half sandwich wall with three insulation materials: cellular plastic, PIR and Kooltherm. Method: The chosen method for the study was design research methodology, which contains a total of seven steps. The first two steps were used in this study. The first step consisted of a literature study. The second step was supplemented with empirical data in form of interviews and further literature studies. Calculations for carbon dioxide equivalents were performed by calculating the footprint of each material. The calculations were based on the material thickness of 1 m2 wall area. Data were obtained from environmental product declarations for construction products (EPDs) based on factors A1-A3. Results and Analysis: For all half sandwich walls, a roofboard in stone wool was chosen as the utmost layer. This was based on conditions for fire safety for the materials cellular plastic and PIR, and based on attachment for the material Kooltherm. The use of a polypropylene plastic mat to obtain an air gap was decided for all materials based on moisture safety. Furthermore, the results showed three possible fastening methods for mounting Butong's façade solution on a half-sandwich walls: cast plastic profiles (SFS-profiles), vertically cast L-profiles and horizontally cast L-profiles. The result also reported that replacing a full sandwich wall with a half sandwich wall reduces material consumption, and reduces emissions of carbon dioxide equivalents by up to 31%. This is based on the EPD factors A1-A3 where a comparison of the half sandwich wall was made with a full sandwich wall. Discussion: The thickness of the walls could be reduced by 60-80 mm when a full sandwich wall was replaced with a half sandwich wall. The variation depended on insulation material. The insulation material Kooltherm resulted in the thinnest wall. The material PIR varied in fire classification. The reason was discussed to be the difference in supply of products in different countries. The choice of attachment method was reported to be dependent on the situation. Cellulose showed the lowest emissions of carbon dioxide equivalents. Both with regard to the production phase, and with regard to the percentage reduction when comparing full sandwich walls and half sandwich walls. In conclusion, the choice of insulation material depends on individual preferences. Cellular plastic should be used when prioritizing at least emissions of carbon dioxide equivalents. Kooltherm is suitable when prioritizing the degree of utilization, considering that the wall is thinnest. / Introduktion och syfte: Det är bostadsbrist i Sverige och det måste tas hänsyn till grönytefaktorn vid bebyggelse. I grönytefaktorn ingår levande fasader som påverkar människor samt samhälle positivt. Företaget Butong, som arbetet har skett i samarbete med, har patenterade lösningar för levande fasader. Företaget monterar idag fasadlösningarna på ett helsandwichelement, men saknar lösning för att montera på ett halvsandwichelement. Syftet med halvsandwichelement var att undvika onödig materialåtgång, minska miljöpåverkan, samt erhålla en tunnare tjocklek på elementet. Arbetet undersökte ett halvsandwichelement utifrån tre ingående isoleringsmaterial: cellplast, PIR och Kooltherm. Metod: Vald metod för arbetet var design research methodology som totalt innehåller sju steg. De två första stegen användes i studien. Första steget bestod av en litteraturstudie. Det andra steget kompletterades med hjälp av empiri i form av intervjuer och fortsatta litteraturstudier. Beräkningar för koldioxidekvivalenter utfördes genom att beräkna respektive materials avtryck. Beräkningarna utgick från materialets tjocklek på 1 m2 väggyta. Data hämtades från miljövarudeklarationer för byggprodukter (EPD:er) utifrån faktorerna A1-A3. Resultat och Analys: För samtliga halvsandwichelement valdes en takboard av stenull som yttersta skikt. Detta utifrån brandsäkerhet för materialen cellplast och PIR respektive utifrån infästning för materialet Kooltherm. Användning av platonmatta för att erhålla en luftspalt bestämdes för samtliga material utifrån fuktsäkerhet. Vidare visade resultatet tre möjliga infästningsmetoder för att montera Butongs fasadlösning på ett halvsandwichelement: ingjutna plastprofiler (SFS-fästen), vertikalt ingjutna L-profiler samt horisontellt ingjutna L-profiler. Resultatet redovisade även att ersätta helsandwichelement med halvsandwichelementet minskar materialåtgång, samt minskar utsläpp av koldioxidekvivalenter med upp till 31%. Detta utifrån EPD-faktorerna A1-A3 där en jämförelse av halvsandwichelementet gjordes med ett helsandwichelement utifrån samma funktionsvärde. Diskussion: Tjockleken på elementen kunde minskas med 60-80 mm med den nya lösningen. Variationen var beroende av isoleringsmaterial. Isoleringsmaterialet Kooltherm resulterade i tunnast element. Materialet PIR varierade i brandklassning. Anledningen diskuterades vara skillnaden i utbud av produkter i olika länder. Val av infästningsmetod redovisades vara beroende av situation. Cellplast visade lägst utsläpp av koldioxidekvivalenter. Både avseende produktionsfasen, samt med hänsyn till procentuell minskning vid jämförelse av helsandwichelement och halvsandwichelement. Avslutningsvis kunde slutsatsen konstateras att val av isoleringsmaterial beror på individuella preferenser. Cellplast bör användas vid prioritering inom minst utsläpp av koldioxidekvivalenter. Respektive Kooltherm är lämpligt vid prioritering av utnyttjandegrad, då elementet är tunnast.
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Mateřská školka / KindergartenKocich, Jakub January 2016 (has links)
The dissertation named “kindergarten” is elaborated as a building documentation in agreement with the current standards and legal norms and acts. It is a two storey building, is basementless with a flat roof and applying the combined constructional system. The building is constructed on the concrete strip foundations; vertical bearing structures are constructed of reinforced concrete and wooden pillars, the roof and ceiling bearing structures consist of wooden beams. The building is designed for educational activities and related activities. Walls are constructed of reinforced concrete, using sandwich wall system with wooden elements.
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On Thermal Bowing of Concrete Sandwich Wall Panels with Flexible Shear ConnectorsPozo, Fray 01 August 2018 (has links)
Thermal bowing, often referred as bulging or out-of-plane wall deflection, is a common issue on sandwich panel walls caused by a temperature differential between a building interior temperature and the environment. The stresses caused by temperature changes in concrete members are widely known in the practice of bridge design, but not on sandwich wall panels. For sandwich wall panel applications, it is common to have non-composite panels when the designer expects a high temperature gradient, what yields a less economical design, but reduces the bowing.
This project aimed to validate current assumptions regarding the heat flow in sandwich wall panels and to perform a parametric study of panels subject to thermal loads, varying the concrete layer thickness, panel length, type of shear connector and separation using a commercial finite element analysis software. This study concluded that current design practices either underestimate, in the case of multiplying the classical mechanics values by the reported degree of composite behavior, or overestimate the real value of bowing, by using classical mechanics. A method for determining the percentage of composite action and compute bowing was developed and recommendations addressing the importance of this type of loading were given.
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Reducing Thermal Bridging and Understanding Second-Order Effects in Concrete Sandwich Wall PanelsSorensen, Taylor J. 01 December 2019 (has links)
Structural engineers have traditionally detailed structures with structural and fabrication efficiency in mind, but often based on a limited understanding of thermal efficiency. Some connection designs can create significant thermal bridging, leading to unnecessary heat transfer and even premature degradation through condensation. Thermal bridging occurs when heat transfer is given a path through a more conductive material like concrete or steel rather than insulation. Concrete sandwich wall panels (SWP) tend to be highly efficient at preventing heat transfer in the middle of panels, with greatest heat transfer occurring at connections. This project identified thermally efficient details for future SWP construction to reduce heat transfer, lessen environmental impact, and increase sustainability of SWP structures. It can be particularly difficult to avoid thermal bridging at corbel connections, so 12 corbel specimens were created and tested to provide alternative corbel design options for engineers. Nine details were successfully created and are presented. Corbel specimens were modeled using the Beam-Spring Method with good agreement. After validating the Beam-Spring Model, a parametric study investigated effectiveness of the PCI Second Order Analysis and the effect of length, panel stiffness, and wythe configuration on SWP behavior under axial and flexural loads.
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