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370 results on '"brick construction"'

1. Formal Studies on the Parts and Wholes of Historical Bricklay Designs

Author: Altun, Sevgi, Özkar, Mine, Ribeiro, Diogo, Series Editor, Naser, M. Z., Series Editor, Stouffs, Rudi, Series Editor, Bolpagni, Marzia, Series Editor, Mora, Plácido Lizancos, editor, Viana, David Leite, editor, Morais, Franklim, editor, and Vieira Vaz, Jorge, editor
Published: 2023
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2. Probability of brick structures destruction

Author: Oxana Kichaeva
Subjects: limit state of the system, integral model of reliability estimation, the monte carlo method, refusal model, system reliability, system, brick construction, Mechanical engineering and machinery, TJ1-1570, Transportation engineering, TA1001-1280
Abstract: The results of calculations of construction brick destruction probability determination at central and off-center compression are given; the determination of the brick structures destruction probability, caused by the exhaustion of the masonry strength on local compression (crushing); determination of the brick structures destruction probability associated with the exhaustion of the masonry strength on the displacement (cut); determination of the brick structures destruction probability associated with the exhaustion of the masonry strength on the fold, the stretch; determination of the brick structures destruction probability on the crack opening. The value of the security characteristic for each case has been determined and the comparison with the normative values has been made.
Published: 2019
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3. Zukunft Bestand

Author: Berger, Laurenz and Weber, Barbara
Subjects: Building within existing structures, ÖFOS 2012 -- TECHNICAL SCIENCES (2) -- Construction Engineering (201) -- Construction Engineering not elsewhere classified (2019) -- Building within existing structures (201905), Housing, ÖFOS 2012 -- TECHNICAL SCIENCES (2) -- Construction Engineering (201) -- Architecture (2012) -- Housing (201213), Sustainable building, ÖFOS 2012 -- TECHNICAL SCIENCES (2) -- Construction Engineering (201) -- Civil Engineering (2011) -- Sustainable building (201128), Timber engineering, ÖFOS 2012 -- TECHNICAL SCIENCES (2) -- Construction Engineering (201) -- Civil Engineering (2011) -- Timber engineering (201113), Architecture: residential and domestic buildings, Thema Subject Codes -- The Arts (A) -- Architecture (AM) -- Architecture: residential and domestic buildings (AMK), Building redevelopment, retrofitting, refurbishment, Thema Subject Codes -- Technology, Engineering, Agriculture, Industrial processes (T) -- Civil engineering, surveying and building (TN) -- Building construction and materials (TNK) -- Building redevelopment, retrofitting, refurbishment (TNKR), Austria, Thema Subject Codes -- Place qualifiers (1) -- Europe (1D) -- Central Europe (1DF) -- Austria (1DFA), 20th century, c 1900 to c 1999, Thema Subject Codes -- Time period qualifiers (3) -- c 1500 onwards to present day (3M) -- 20th century, c 1900 to c 1999 (3MP), Early 21st century c 2000 to c 2050, Thema Subject Codes -- Time period qualifiers (3) -- c 1500 onwards to present day (3M) -- 21st century, c 2000 to c 2100 (3MR) -- Early 21st century c 2000 to c 2050 (3MRB), existing buildings, housing, housing complex, renovation, eco-social, transformation, climate crisis, climate resilience, inclusion, brick construction, rpefabricated reinforced concrete construction, Linz, Vienna, demolition, new construction, resources, emissions, CO2, timber construction, architecture, Bauen im Bestand, ÖFOS 2012 -- TECHNISCHE WISSENSCHAFTEN (2) -- Bauwesen (201) -- Sonstiges Bauwesen (2019) -- Bauen im Bestand (201905), Wohnbau, ÖFOS 2012 -- TECHNISCHE WISSENSCHAFTEN (2) -- Bauwesen (201) -- Architektur (2012) -- Wohnbau (201213), Nachhaltiges Bauen, ÖFOS 2012 -- TECHNISCHE WISSENSCHAFTEN (2) -- Bauwesen (201) -- Bauingenieurwesen (2011) -- Nachhaltiges Bauen (201128), Holzbau, ÖFOS 2012 -- TECHNISCHE WISSENSCHAFTEN (2) -- Bauwesen (201) -- Bauingenieurwesen (2011) -- Holzbau (201113), Architektur: Wohngebäude und Wohnungen, Thema Klassifizierung -- Kunst (A) -- Architektur (AM) -- Architektur: Wohngebäude und Wohnungen (AMK), Gebäudesanierung, -nachrüstung, -renovierung, Thema Klassifizierung -- Technologie, Ingenieurswissenschaft, Landwirtschaft, Industrieprozesse (T) -- Bauingenieur-, Vermessungs- und Bauwesen (TN) -- Hochbau und Baustoffe (TNK) -- Gebäudesanierung, -nachrüstung, -renovierung (TNKR), Österreich, Thema Klassifizierung -- Geographische Qualifier (1) -- Europa (1D) -- Mitteleuropa (1DF) -- Österreich (1DFA), 20. Jahrhundert (ca. 1900 bis ca. 1999), Thema Klassifizierung -- Zeitliche Qualifier (3) -- ca. 1500 bis zur Gegenwart (3M) -- 20. Jahrhundert (ca. 1900 bis ca. 1999) (3MP), Erste Hälfte 21. Jahrhundert (ca. 2000 bis ca. 2050), Thema Klassifizierung -- Zeitliche Qualifier (3) -- ca. 1500 bis zur Gegenwart (3M) -- 21. Jahrhundert (ca. 2000 bis ca. 2100) (3MR) -- Erste Hälfte 21. Jahrhundert (ca. 2000 bis ca. 2050) (3MRB), Bestand, Wohnhausanlage, Sanierung, ökosozial, Transformation, Klimakrise, Klimaresilienz, Inklusion, Ziegelbauweise, Stahlbeton-Fertigteilbauweise, Wien, Abbruch, Neubau, Ressourcen, Emissionen, Architektur
Abstract: Zukunft Bestand is a holistic concept for the ecological and socially inclusive renovation of existing housing complexes. Using two case studies representative of typical building methods of the 20th century, the book shows how measures a) preserve and inclusively improve existing structures, b) carefully integrate anything new, c) save resources and use them sensibly. The eco-social transformation, presented in the scales of settlement, building and detail, is therefore applicable to a large number of housing complexes in Austria and beyond., Zukunft Bestand ist ein Gesamtkonzept für die ökologische und sozial inklusive Sanierung bestehender Wohnhausanlagen. Das Buch zeigt anhand von zwei Fallbeispielen, die repräsentativ für typische Bauweisen des 20. Jahrhunderts sind, wie Maßnahmen a) Bestehendes erhalten und inklusiv verbessern, b) Neues behutsam integrieren, c) Ressourcen schonen und sinnvoll einsetzen. Die in den Maßstäben Siedlung, Gebäude und Detail dargestellte ökosoziale Transformation ist somit auf eine Vielzahl von Wohnhausanlagen in Österreich und darüber hinaus anwendbar.
Published: 2024

4. Seizmic Analysis Tower in Italian Province Rovigo by Finite and Discrete Element Method

Author: Livaja, Ana, Živaljić, Nikolina, Smoljanović, Hrvoje, and Balić, Ivan
Subjects: displacement, peak ground acceleration, brick construction, numerical model, toranj, zidana građevina, numerički model, metoda konačno diskretnih elemenata, pomak, vršno ubrzanje tla, towers, finite and discrete element method
Abstract: Cilj rada je izrada numeričkog modela koji prikazuje ponašanje konstrukcije uslijed potresnog djelovanja. Korištena su tri razorna potresa koja su se dogodila u povijesti Campano Lucano 1980. Italija, Petrovac 1979. Crna Gora i South Iceland 2000. (Island). Analiza se vršila na zidanoj konstrukciji izrađenoj u 17. stoljeću koja ima namjenu zvonika, a smještena je u pokrajini Rovigo u sjevero-istočnom dijelu Italije. Metoda proračuna korištena je kombinacijom konačnih i diskretnih elemenata. Kao rezultat rada dobiveni su rezultati krajnih stanja konstrukcije do potpunog sloma., The goal of this work was making of numerical model that shows construction behaviour during earthquake. Three destructible historical earthquakes were used: Campano Lucano 1980. Italy, Petrovac 1979. Montenegro and South Iceland 2000. Iceland. Analysis was conducted on a brick building constructed in 17th century that was used as bell tower, and it ́s placed in Italian northeast province of Rovigo. Calculation method was a combination of finite and discrete element method. Final results of this work where values of marginal states of construction until the final breakdown.
Published: 2022

5. Seizmic Analysis Tower in Italian Province Rovigo by Finite and Discrete Element Method : Master's Thesis

Author: Livaja, Ana, Živaljić, Nikolina, and Smoljanović, Hrvoje
Subjects: displacement, metoda konačno diskretnih elemenata, pomak, peak ground acceleration, zidane građevine, vršno ubrzanje tla, towers, finite and discrete element method, TEHNIČKE ZNANOSTI. Građevinarstvo. Nosive konstrukcije, TECHNICAL SCIENCES. Civil Engineering. Supporting Structures, numerički model, tornjevi, brick construction, numerical model
Abstract: Cilj rada je izrada numeričkog modela koji prikazuje ponašanje konstrukcije uslijed potresnog djelovanja. Korištena su tri razorna potresa koja su se dogodila u povijesti Campano Lucano 1980. Italija, Petrovac 1979. Crna Gora i South Iceland 2000. (Island). Analiza se vršila na zidanoj konstrukciji izrađenoj u 17. stoljeću koja ima namjenu zvonika, a smještena je u pokrajini Rovigo u sjevero-istočnom dijelu Italije. Metoda proračuna korištena je kombinacijom konačnih i diskretnih elemenata. Kao rezultat rada dobiveni su rezultati krajnih stanja konstrukcije do potpunog sloma. The goal of this work was making of numerical model that shows construction behaviour during earthquake. Three destructible historical earthquakes were used: Campano Lucano 1980. Italy, Petrovac 1979. Montenegro and South Iceland 2000. Iceland. Analysis was conducted on a brick building constructed in 17th century that was used as bell tower, and it ́s placed in Italian northeast province of Rovigo. Calculation method was a combination of finite and discrete element method. Final results of this work where values of marginal states of construction until the final breakdown.
Published: 2022

6. Intervenir sur du bâti urbain domestique : les maisons d'Orléans (France, Centre-Val de Loire)

Author: Alix, Clément
Subjects: bois, HD, housing modes, architectural heritage restoration, carpentry, tissu urbain, façades, pan de bois, histoire, building, SOC003000, timber construction, chantier, modes d’habitation, Renaissance, Archaeology, secular and domestic architecture, ceilings, Middle Ages, building techniques, bâti, dendrochronologie, construction, Moyen Âge, architecture, plots, architecture civile et domestique, stone building, pierre, cellars, maisons urbaines, restauration du patrimoine architectural, caves, surveys, building archaeology, patrimoine, techniques de construction, relevés, brick construction, capture, charpentes, habitat moderne, archéologie, construction en pierre, parcelles, medieval and modern housing, dendrochronology, city's fabric, archéologie du bâti, construction en brique, building facades, plafonds, habitat médiéval, townhouses
Abstract: La ville d’Orléans possède des maisons médiévales et modernes qui ont fait l’objet d’études d’archéologie du bâti dès le début des années 2000, d’abord ponctuellement dans un cadre universitaire, puis à une échelle plus importante principalement au travers du suivi d’une campagne de ravalement obligatoire des façades, initiée et financée par la collectivité locale (ville d’Orléans), en accord avec le Service Régional de l’Archéologie (SRA) et l’Unité Départementale de l’Architecture et du Patrimoine du Loiret (UDAP). L’expérience poursuivie depuis une quinzaine d’années permet d’établir certains constats. Pour le Pôle d’Archéologie de la ville d’Orléans, le but est d’enregistrer et de conserver les informations destinées à disparaître lors des travaux, de proposer des restitutions des édifices étudiés tout en renseignant des problématiques liées au fait urbain, aux techniques de construction, ainsi qu’aux modes d’habitation médiévales et modernes. La restitution des bâtiments peut également servir d’outil à la décision pour le service de l’urbanisme et les architectes en charge des travaux de restauration. Les études de bâti à Orléans se poursuivent dans plusieurs cadres réglementaires : celui du suivi de la campagne des ravalements, celui de l’archéologie préventive (diagnostics ou fouilles), celui de la recherche programmée (prospection thématique ou sondages), celui des études commandées par la Conservation Régionale des Monuments Historiques (CRMH). Indépendamment de la nature de la protection dont bénéficie le bâti étudié (simple insertion dans la Zone de Protection du Patrimoine Architectural Urbain et Paysager adoptée en 2007 pour la grande majorité des maisons ; protection au titre des Monuments Historiques (MH) pour quelques rares maisons), il convient de souligner la multiplicité des cadres d’intervention. Malgré certains écueils liés à ces disparités administratives et réglementaires, les avancées sont significatives et Orléans est devenu un site de référence concernant la connaissance de l’habitat urbain, des maisons en pierre et/ou en pan de bois, appréhendées de la cave aux toits, accompagné notamment par un référentiel de 100 maisons datées par dendrochronologie, ce qui constitue le corpus le plus important de France. The town of Orléans, located in the center of France (Central Loire Valley region), displays medieval and modern houses that have been studied using building archaeology methodology from the early 2000s. First carried out through academic research in the university of Tours, these studies have been further enlarged mainly through the follow-up of a compulsory front roughcasting and restoration campaign, initiated and financially supported by the local community (city of Orléans) in agreement with the Architecture and Heritage Departmental Unit (Unité Départementale de l’Architecture et du Patrimoine) and the Archaeology Regional Office (Service Régional de l’Archéologie). Some statements can now emerge from the work carried on over some fifteen years. The aim of the Orléans City Archaeology Unit (Pôle d'Archéologie de la Ville d'Orléans) is to record and preserve all collected data that could disappear during future restoration works, and to suggest renditions of the studied houses while informing issues related to urban process, building techniques as well as medieval and modern housing modes. The houses restitutions can also serve as a decision-making tool for Urban Planning Department and the architects dealing with the restoration work. The building archaeology studies in Orléans are going on within several statutory limits : monitoring the front façade refurbishing campaign, rescue archaeology, scheduled research, and studies initiated by the Built Heritage Conservation Regional Office (Conservation régionale des Monuments Historiques). Whatever the kind of protection of the studied houses may be (most of them are listed in the Urban and Landscape Architectural Property Protection Area dating from 2007, only a few of them are protected as Historical Built Heritage), the multiplicity of intervention frameworks should be stressed. Despite some pitfalls related with administrative and regulatory disparities, the progress is significant and Orléans has become a reference in the knowledge of urban housing, stone and/or timber-framed houses (and this from top to bottom). Its data repository from 100 houses dated by dendrochronology provides the most important corpus in France.
Published: 2022

7. krainian Architecture as a Subject of Research in the Works of Domestic Scientists of the 1900s

Author: Iryna Udris
Subjects: History, Process (engineering), media_common.quotation_subject, Ukrainian, Subject (philosophy), Context (language use), 72.03(477):[001-057.4:726]"18", History of ideas, національний романтизм, стиль, архітектура, дерев’яні споруди, муроване будівництво, чинники, провідні ознаки, конструктивні форми, language.human_language, Originality, language, Engineering ethics, national romanticism, style, architecture, wooden buildings, brick construction, factors, leading features, constructive forms, Architecture, Period (music), media_common
Abstract: Мета дослідження полягає у виявленні внеску представників українського мистецтвознавства 1900-х рр. у справу визначення національних форм вітчизняної архітектури. Методологія дослідження базується на використанні комбінованого тематико-хронологічного підходу; опис публікацій поєднується з компаративним та порівняльним аналізами. Наукова новизна статті полягає у висвітленні початкової стадії формування уявлень про унікальні риси української архітектури в контексті суспільного запиту і провідних тенденцій загального художнього процесу зазначеного періоду. Окреслено чинники зростання уваги науковців вказаного десятиріччя до системного вивчення споруд України від найдавніших часів до ХІХ ст., зокрема, дерев’яних культових. Охарактеризовано праці відомих фахівців тих років: Г. Павлуцького, Є. Рєдіна, О. Новицького, В. Щербаківського, М. Макаренка, Є. Сіцінського та інших авторів. Вивчення названої проблеми в цих наукових роботах засновано на аналізі численної інформації як результату системної роботи багатьох науковців й аматорів з дослідження творів архітектури. Визначено наукові ідеї дослідників щодо еволюції форм даної галузі образотворчості та обґрунтування унікальності української архітектури. Висновки. Аналіз численної кількості першоджерел наукових публікацій дозволяє зробити висновок, що впродовж 1900-х рр. відбулося становлення концепції своєрідності національних архітектурних форм на всіх історичних етапах. Наукова аналітика характерних ознак українських архітектурних пам’яток різних періодів здійснювалася в ракурсі взаємозв’язків з мурованим зодчеством та з відповідними рішеннями інших історико-національних архітектурних шкіл. Історію української науки про мистецтво означеного десятиліття можна розглядати як історію ідей про національні форми образотворчості та архітектури. Провідна ідея унікальності української архітектури спрямувала і стала підґрунтям розвитку української науки про мистецтво в наступних десятиріччях., The purpose of the study is to identify the contribution of representatives of Ukrainian art history in the 1900s to the definition of national forms of national architecture. The research methodology is based on the use of combined, thematic and chronological approaches; description of publications is combined with comparative and comparative analyzes. The scientific novelty of the article is to highlight the initial stage of formation of ideas about the unique features of Ukrainian architecture in the context of public demand and the leading trends of the general artistic process of this period. The factors of growing attention of scientists of the specified decade to the systematic study of buildings of Ukraine from ancient times to the XIX century, in particular, wooden cult. The works of famous specialists of those years are described: G. Pavlutsky, E. Redin, O. Novitsky, V. Shcherbakovsky, M. Makarenko, E. Sitsinsky and other authors. The study of this problem in these scientific works is based on the analysis of numerous information as a result of systematic work of many scientists and amateurs on the study of architectural works. Researchers’ scientific ideas on the evolution of forms of this field of art and substantiation of the uniqueness of Ukrainian architecture are determined. Conclusions. Analysis of numerous sources of scientific publications allows us to conclude that during the 1900’s there was a concept of originality of national architectural forms at all historical stages. Scientific analysis of the characteristic features of Ukrainian architectural monuments of different periods was carried out in the perspective of the relationship with the masonry architecture and the relevant decisions of other historical and national architectural schools. The history of Ukrainian science of art of this decade can be considered as the history of ideas about national forms of art and architecture. The leading idea of the uniqueness of Ukrainian architecture directed and became the basis for the development of Ukrainian art science in the following decades.
Published: 2020

8. Ukrainian Architecture as a Subject of Research in the Works of Domestic Scientists of the 1900s

Author: Udris Iryna
Subjects: style, leading features, architecture, constructive forms, factors, brick construction, national romanticism, wooden buildings
Abstract: The purpose of the studyis to identify the contribution of representatives of Ukrainian art history in the 1900s to the definition of national forms of national architecture.The research methodologyis based on the use of combined, thematic and chronological approaches; description of publications is combined with comparative and comparative analyzes.The scientific noveltyof the article is to highlight the initial stage of formation of ideas about the unique features of Ukrainian architecture in the context of public demand and the leading trends of the general artistic process of this period. The factors of growing attention of scientists of the specified decade to the systematic study of buildings of Ukraine from ancient times to the XIX century, in particular, wooden cult. The works of famous specialists of those years are described: G. Pavlutsky, E. Redin, O. Novitsky, V. Shcherbakovsky, M. Makarenko, E. Sitsinsky and other authors. The study of this problem in these scientific works is based on the analysis of numerous information as a result of systematic work of many scientists and amateurs on the study of architectural works. Researchers’ scientific ideas on the evolution of forms of this field of art and substantiation of the uniqueness of Ukrainian architecture are determined.Conclusions.Analysis of numerous sources of scientific publications allows us to conclude that during the 1900’s there was a concept of originality of national architectural forms at all historical stages. Scientific analysis of the characteristic features of Ukrainian architectural monuments of different periods was carried out in the perspective of the relationship with the masonry architecture and the relevant decisions of other historical and national architectural schools. The history of Ukrainian science of art of this decade can be considered as the history of ideas about national forms of art and architecture. The leading idea of the uniqueness of Ukrainian architecture directed and became the basis for the development of Ukrainian art science in the following decades.
Published: 2020

9. Wood hybrid construction - Compare to a concrete construction or a brick construction in a residential construction

Author: Denner, Christopher Günther
Subjects: Nachhaltigkeit, Holz-Hybridkonstruktion, building construction, economics, Baukonstruktion, wood hybrid construction, sustainability, reinforced concrete construction, multi-storey residential building, Wirtschaftlichkeit, Stahlbetonkonstruktion, Ziegelmassivkonstruktion, brick construction, Mehrgeschossiger Wohnbau
Abstract: Diese Arbeit beschäftigt sich mit dem Vergleich einer Holz-Hybridkonstruktion zu der überwiegend verwendeten Stahlbeton- und Ziegelmassivbauweise im mehrgeschossigen Wohnbau. Hierbei werden neben den unterschiedlichen Konstruktionsvarianten und den damit verbundenen Anforderungen an die Bauphysik, auch die Wirtschaftlichkeit und die Nachhaltigkeit der einzelnen Bauweisen im Wohnbau berücksichtigt. Allein durch die Verwendung der verschiedenen Baustoffe ergeben sich bereits deutliche Unterschiede den einzelnen Bauweisen. Für die Wirtschaftlichkeit einer Holz-Hybridkonstruktion spricht der hohe Vorfertigungsgrad im Werk, in Verbindung mit der stätigen Verbesserung der Qualität, der Planung und Ausführung der verbauten Elemente. Da die Bauteile ohne äußeren Witterungseinfluss und aus gleichen Arbeitsschritten hergestellt werden können, sind sie auch weniger anfällig für Ausführungsfehler. Ein weiterer positiver Aspekt der Werkstattfertigung liegt darin, dass die ausgeführten Elemente in der richtigen Reihenfolge und zum richtigen Zeitpunkt an die Baustelle geliefert werden können, was zu einer Reduktion der Bauzeit und einer Einsparung der Baukosten führt. Doch betrachtet man nur die Herstellungskosten eines Wohnbaus in einer Holz-Hybridkonstruktion, entstehen durch den erhöhten Planungsaufwand höhere Kosten im Vergleich zu den herkömmlichen Bauweisen. Durch die Verwendung von Holz in sämtlichen Wandelementen, aber auch teilweise in Deckenkonstruktion, kann die Nachhaltigkeit einer Holz-Hybridkonstruktion besser bewertet werden, als die einer herkömmlichen Stahlbeton- oder Ziegelmassivbauweise. This thesis deals with the comparison of a wood hybrid construction to the predominantly used reinforced concrete and brick construction in multi-storey residential construction. In addition to the different construction variants and the associated requirements for building physics, the cost-effectiveness and sustainability of the individual construction methods in residential construction are also considered. The use of different building materials alone results in significant differences between the individual construction methods. The high degree of prefabrication in the factory, combined with the constant improvement in the quality of planning and execution of the installed elements, speaks for the economic viability of a wood hybrid construction, since the components can be manufactured without external weather influences and from the same work steps. In addition, the finished elements can be delivered to the construction site in the correct order and at the right time, which leads to a reduction in construction time and a saving in construction costs. But if you look at the production costs of a residential building in a wood hybrid construction, there is an increased planning effort, higher costs compared to conventional construction methods. Through the use of wood in all wall elements but also partially in the ceiling construction, the sustainability of a wood hybrid construction can be better assessed than that of a conventional reinforced concrete or brick solid construction.
Published: 2020

10. Comparison of prefabricated timber construction with brick construction in residential construction from a sustainable perspective using a selected example

Author: Paunovic, Kevin
Subjects: timber construction, ecological indicators, selective renaturation, Nachhaltigkeit, selektiver Rückbau, Heizwärmebedarf, Ziegelbauweise, brick construction, sustainability, Holzriegelbauweise, heating demand, Ökologische Indikatoren
Abstract: Die vorliegende Arbeit beschäftigt sich mit einem ökologischen Vergleich der Holzfertigteilbauweise mit einer konventionellen Ziegelbauweise anhand eines ausgewählten Praxisbeispiels. Das Hauptaugenmerk wird dabei auf die Außenwandkonstruktionen gelegt, wobei die Frage, ob allein die Wahl des Baustoffes oder auch andere Faktoren wie beispielsweise die Nutzungsdauer einen Einfluss auf die ökologische und energetische Qualität zur Folge haben, im Zentrum des Interesses stehen soll. Für diesen Zweck werden im letzten Teil der Arbeit insgesamt drei unterschiedliche Wandaufbauten ins Treffen geführt. Die erste Variante (Var. 1) des Vergleiches bildet zunächst die Holzriegelkonstruktion des Referenzgebäudes, welche einer Ziegelvariante mit WDVS (Var. 2) und einem mit Wärmedämmung gefüllten Ziegel (Var. 3) gegenübergestellt wird, woraufhin ein entsprechender Vergleich erfolgt. Die in Kapitel (2) erfolgte Diskussion der rechtlichen und nachhaltigen Grundlagen, im Rahmen derer die OI3-Indikatoren kurz vorgestellt werden, soll die Basis für die Analyse und die Aussagekraft des Vergleichs darstellen. Die folgenden Kapitel (3 und 4) beschäftigen sich mit den bauphysikalischen Eigenschaften, beschreiben die Konstruktionssysteme per se und zeigen die Auswirkungen sowohl der Holz- als auch der Ziegelbauweise auf die Umwelt in puncto Recycling und Entsorgung auf. Im nächsten Kapitel (5) werden die für den praktischen Vergleich dieser Arbeit notwendigen Unterlagen beschrieben und erläutert. Sowohl relevante Vergleichsparameter als auch die Vorgehensweise als solche werden in Kapitel (6) berücksichtigt. Anhand der Auswertungstabellen konnte gezeigt werden, dass die Holzziegelkonstruktion (Var. 1) im Vergleich zu den beiden Ziegelkonstruktionen insgesamt das beste ökologische Gesamtpaket darstellt. Außerdem konnte aufgrund des Vergleiches bewiesen werden, dass die zweite und dritte Variante der Ziegelkonstruktionen zu keiner beachtlichen Verbesserung des Energiestandards geführt haben. Allerdings stellte sich im Zuge der Analyse heraus, dass neben dem Baustoff Ziegel die verwendete Wärmedämmung in Anbetracht der Nutzungsdauer in ökologischer Hinsicht von Bedeutung erscheint. Summa summarum kann der Ziegelbauweise auch in ökologischer Hinsicht - unter Berücksichtigung relevanter Komponenten - eine absolute Konkurrenzfähigkeit konstatiert werden. This thesis deals with an ecological comparison of the prefabricated timber construction with a conventional brick construction based on a selected practical example. The focal point will be on the outer wall constructions, with the question of whether the choice of building material alone or other factors such as the useful life influence the ecological and energetic qualities. For this purpose, a total of three different wall structures are set up in the last part of the work. The first variant (Var. 1) of the comparison, forms the wooden frame construction of the reference building, which is compared with a brick variant with ETICS (Var. 2) and a brick filled with thermal insulation (Var. 3), whereupon a corresponding comparison is made. This also forms the primary focus of this work. The basis of this topic is first formed in chapter (2), with legal and sustainable foundations, by briefly presenting the OI3 indicators that are decisive for the analysis and significance of the comparison. The following chapters (3 and 4) deal with the building’s physical properties, construction system and the impact on environment with regard to recycling and disposal relating to the timber and brick construction. In the next chapter (5) the necessary documents for the practical comparison of this work are described and explained. Important comparison parameters as well as the procedure are considered in chapter (6). Based on the evaluation tables, it could be shown that the wooden frame construction (Var. 1) represents the best overall ecological package compared to the two brick structures. In addition, it could be established by comparison, that the second and third variant of the brick type construction did not lead to any significant improvement in the energy standard. However, during the analysis, it emerged that in addition to brick as a building material, the thermal insulation used appears to be an ecological heavyweight considering its extended useful life. All in all, the brick construction can also be found to be absolutely competitive from an ecological point of view - taking into account relevant components. vorgelegt von: Kevin Paunovic Auch als Printexemplar verfügbar Masterarbeit Wien, FH Campus Wien 2020
Published: 2020

11. Cellular Ceramics: Reinforced Brick Construction in the Digital Age.

Author: Castellón, J.
Subjects: CELLULAR ceramics, BRICK design & construction, ARCHITECTURAL design
Abstract: This paper summarizes a research project started in London at the Architectural Association School of Architecture which is currently under development at the Chair of Structural Design at the Swiss Federal Institute of Technology (ETH). The research project is focused on the development of a parametric construction system based on the assembly of a limited amount of ceramic nonstandard bricks combined with honeycomb mesh reinforcement [1]. In addition, this project is presented as an alternative to contemporary design processes that explore complexity from a formal perspective. Alternately, this proposal explores material logics as the main activator of the design process. [ABSTRACT FROM AUTHOR]
Published: 2012

12. Technological and economic comparison of thermal envelopes in traditional and prefabricated family house

Author: Štefanič, Mitja, Šuman, Nataša, and Markovič-Hribernik, Tanja
Subjects: gradbena fizika, gradnja s porobetonom, prefabricated construction, tehnološka primerjava, načini in sistemi gradnje, ekonomska primerjava, construction physics, technological comparison, udc:[697.1:69.05]+657.478(043.2), economic comparison, opečna gradnja, construction systems, poroconcrete construction, brick construction, montažna gradnja
Abstract: V diplomskem delu smo predstavili gradnjo iste enostanovanjske stavbe z različnimi sistemi gradnje in njenimi različnimi energijskimi učinkovitostmi. Naredili smo tehnološko in ekonomsko primerjavo med gradnjo z opečnim, porobetonskim in lesenim montažnim gradbenim sistemom, za štiri različne razrede energijske učinkovitosti stavbe. Pri izvedbi tehnološke in ekonomske analize smo se omejili na primerjavo med toplotnimi ovoji, ki so narejeni iz materialov in gradbenih elementov, ki so del obravnavanega gradbenega sistema oziroma iz materialov, katerih uporabo priporoča proizvajalec določenega gradbenega sistema. Za predvideno gradnjo smo izbrali in opisali tri gradbene sisteme in štiri energijske ravni. Za vsak gradbeni sistem smo predstavili gradbene elemente, katere smo uporabili v tehnološki in ekonomski analizi. V nadaljevanju smo določili in ovrednotili potrebne količine materialov in dela. Na koncu smo naredili primerjavo, kako na stroške za gradbena, obrtniška in instalacijska dela vpliva izbira predvidenega gradbenega sistema in razreda energijske učinkovitosti, v katerega je stavba uvrščena. In the diploma graduation thesis we presented construction of the same family house with different construction systems and different energy efficiencies. We made a technological and economical comparison between the construction with brick, poroconcrete and wood prefabricated construction systems for four different energy efficiency levels. In the technological und economic analysis we limited ourselves to the comparison of thermal envelopes, which are made of materials and construction elements, which are used in the construction system in question or materials, which are recommended by the a certain construction system manufacturer. For the anticipated construction we described three construction systems and four efficiency levels of our choice. For each construction system we presented construction elements, which were used in technological and economic analysis. Further on we defined and assessed the quantity of material and work. In the end we made a comparison between how the choice of anticipated construction system and energy efficiency level, in which the house is classified in, affects the costs of construction, craft and installation works.
Published: 2016

13. Structural Analysis for Seismic Retrofit of the Historical Tabriz Bazaar in Iran : Focusing on Finite Element Analysis of Models Extracted from the Bazaar

Subjects: Finite element method, 煉瓦造, Seismic retrofit, 歴史的建築物, Natural frequency, 固有振動数, Historical building, Steady-state vibration analysis, 耐震補強, 定常振動解析, Brick construction, 有限要素法
Abstract: The objective of this study is to propose reinforcing methods for making Tabriz Bazaar in Iran more earthquake-resistant. The Bazaar is one of the largest multispan masonry markets of Iran and neighboring countries. It is nominated as the candidate of being registered as World Heritage Site. In this study, the compressive loading tests about the materials used for the bazaar were conducted, and fundamental analysis was performed to verify the elastic modulus of the masonry blocks derived from the loading tests in the past. In this paper, using the modulus, natural frequency of the connected fundamental models were analyzed, and three-dimensional fnite element analysis of models extracted from the bazaar was conducted to find the static and dynamic properties of the bazaar. As a result of the analyses, it can be expressed that the elastic modules of the masonry blocks derived from the loading tests is generally appropriate, and some static and dynamic properties of the bazaar were clarified.
Published: 2010

14. DESIGN OF LOW-ENERGY HOUSE IN PIVOLA

Author: Stauber Štebih, Matija and Žegarac Leskovar, Vesna
Subjects: building design, pasivno delovanj stavbe, oblikovanje objekta, building passive operation, gradnja z opeko, brick construction, nizkoenergijska hiša, udc:728.5:699.86(043.2), aktivno delovanje stavbe, building active operation, low-energy house
Abstract: V diplomskem delu je predstavljena zasnova nizkoenergijske hiše. V uvodnem delu je prikazan osnovni princip zasnove v nizkoenergijskem standardu z upoštevanjem veljavne zakonodaje. V nadaljevanju je na praktičnem primeru prikazan celovit koncept načrtovanja, ki se zaključi s preračunom gradbene fizike. In the first part of the thesis the low-energy house design principles are shown, while the second part demonstrates a complex design approach on a case-shady. Finally the calculation of the building's physics is presented.
Published: 2011

15. Investigation of the conservation-treatment methods of the Dutch National Monument : The role of microscopy

Subjects: Restoration, Polarizing-fluorescent microscopy (PFM), Memorial structures, Travertine slabs, Deterioration, Optical microscopy, Architecture and Building, Brick construction
Abstract: The Dutch National Monument in Amsterdam, a World War-II memorial structure, was built with an outer face consisting of slabs of travertine. In 1995, the masonry structure forming the core of the monument showed severe deterioration. In order to determine the actual cause of deterioration and to advise on the most suitable method of restoration, an extensive investigation was carried out on the monument itself and on samples removed from it. The action of frost was found to be the primary cause of the deterioration to the brick structure. The travertine slabs and sculpture showed decay in the form of cracks and of smoothening of the sculptural details (superficial loss of material). For purposes of restoration, the monument was completely dismantled and the inner masonry structure was replaced with prefabricated concrete. The sculptures (statues and reliefs) were treated with a special acrylic resin (polymethyl metha-acrylate, PMMA) in order to conserve them. Polarizing and Fluorescent Microscopy (PFM) was used in all phases of the investigation. The technique was found to be an excellent tool for such investigations. This article deals with various aspects of the investigation where PFM played a key role, such as the diagnosis of the cause of the surface deterioration of the travertine and the evaluation of the effectiveness of impregnation treatment methods of the sculptures.
Published: 1999

16. Investigation of the conservation-treatment methods of the Dutch National Monument : The role of microscopy

Author: Larbi, J.A., Hees, R.P.J. van, and TNO Bouw
Subjects: Restoration, Polarizing-fluorescent microscopy (PFM), Memorial structures, Travertine slabs, Deterioration, Optical microscopy, Architecture and Building, Brick construction
Abstract: The Dutch National Monument in Amsterdam, a World War-II memorial structure, was built with an outer face consisting of slabs of travertine. In 1995, the masonry structure forming the core of the monument showed severe deterioration. In order to determine the actual cause of deterioration and to advise on the most suitable method of restoration, an extensive investigation was carried out on the monument itself and on samples removed from it. The action of frost was found to be the primary cause of the deterioration to the brick structure. The travertine slabs and sculpture showed decay in the form of cracks and of smoothening of the sculptural details (superficial loss of material). For purposes of restoration, the monument was completely dismantled and the inner masonry structure was replaced with prefabricated concrete. The sculptures (statues and reliefs) were treated with a special acrylic resin (polymethyl metha-acrylate, PMMA) in order to conserve them. Polarizing and Fluorescent Microscopy (PFM) was used in all phases of the investigation. The technique was found to be an excellent tool for such investigations. This article deals with various aspects of the investigation where PFM played a key role, such as the diagnosis of the cause of the surface deterioration of the travertine and the evaluation of the effectiveness of impregnation treatment methods of the sculptures.
Published: 1999

17. Water extraction out of mortar during brick laying: A NMR study

Author: J.A. Larbi, M.E. Spiekman, Leo L Pel, K Klaas Kopinga, H.J.P. Brocken, Building Materials, Transport in Permeable Media, and TNO Bouw
Subjects: Suction, Materials science, Water extraction, Petrography, Extraction, Nuclear magnetic resonance, medicine, General Materials Science, Composite material, Water content, Moisture determination, Civil and Structural Engineering, Brick, Extraction (chemistry), General Engineering, Building and Construction, Computer simulation, Brick laying, Equilibrium moisture content, Water retention, Architecture and Building, Mortar, Mechanics of Materials, medicine.symptom, Brick construction
Abstract: The water extraction out of mortar during brick laying was studied using nuclear magnetic resonance. The experiments show that using a fired-clay brick, the water is extracted out of the mortar within 3 minutes, whereas in the case of a sand-lime brick this takes about 10 minutes. Prewetting a fired-clay brick hardly affects the water extraction, whereas prewetting a sand-lime brick slows down the water extraction, although the effect is small. The extraction process is slowed down only if the bricks are almost fully saturated. These effects are explained with the help of computer simulations. The final moisture content of the mortar is shown to depend on the suction of the brick and thereby on the equilibrium moisture content of the brick. By adding a water retention agent to the mortar, the extraction process seems to slow down, although the final moisture content of the mortar is not changed. The water extraction experiments suggest that the suction of the mortar which is formed depends on the water extraction rate and thereby on the type of brick that is used in the extraction experiment. Petrographic analyses indicate that the extent of bonding between the brick and the mortar is different for fired-clay brick and sand-lime brick.
Published: 1998

18. Moisture transport properties of mortar and mortar joint: A NMR study

Subjects: Mortar, Transport properties, Interfaces (materials), Water absorption, Mortar joints, Materials, Moisture, Nuclear magnetic resonance, Brick construction
Abstract: The moisture transport in mortar and mortar joint often is an important parameter in degeneration of brick masonry and other block constructions. In this study, the influence of single additives on the moisture transport properties of mortar is investigated. Due to water extraction during brick laying, curing conditions of mortar in mortar joint differ from curing conditions of separately cured mortar. Consequently, the moisture transport properties of mortar joint differ. In addition to the moisture transport in mortar and mortar joint, the moisture transport in brick masonry is investigated. Experimental moisture profiles of water absorption in brick masonry indicate that there is no perfect hydraulic contact at the brick-mortar interfaces.
Published: 1997

19. Moisture transport properties of mortar and mortar joint: A NMR study

Author: Brocken, H.J.P., Adant, O.C.G., Pel, L., Instituut voor Bouwmaterialen en Bouwconstructies TNO, Building Materials, and Transport in Permeable Media
Subjects: Mortar, Transport properties, Interfaces (materials), Water absorption, Mortar joints, Materials, Moisture, Nuclear magnetic resonance, Brick construction
Abstract: The moisture transport in mortar and mortar joint often is an important parameter in degeneration of brick masonry and other block constructions. In this study, the influence of single additives on the moisture transport properties of mortar is investigated. Due to water extraction during brick laying, curing conditions of mortar in mortar joint differ from curing conditions of separately cured mortar. Consequently, the moisture transport properties of mortar joint differ. In addition to the moisture transport in mortar and mortar joint, the moisture transport in brick masonry is investigated. Experimental moisture profiles of water absorption in brick masonry indicate that there is no perfect hydraulic contact at the brick-mortar interfaces.
Published: 1997

20. Development of the brickwork in house construction

Subjects: construction, small houses, bricks, productivity, masonry, brick construction, brick structures, mortars (material), buildings, competition, equipment
Abstract: Pientalomuurauksella on pitkät perinteet ja suuret potentiaaliset markkinat Suomessa. Rakennustuotanto ja pientalorakentaminen ovat tällä vuosikymmenellä kuitenkin vähentyneet selvästi. Pientalomuurauksen määrän ja sen markkinaosuuden kasvattamiseksi on muurattujen rakenteiden kilpailukykyä parannettava. Projektin tavoitteeksi asetettiin paikallamuurauksen tuottavuuden ja kilpailukyvyn parantaminen muuraustyötä tehostamalla, aputyötä vähentämällä, aputyöammattityöjakoa lieventämällä, rakentamista nopeuttamalla sekä työtä keventämällä ja ergonomiaa parantamalla. Keskeiseksi keinoksi tavoitteiden saavuttamiseksi valittiin koneiden, laitteiden ja työmenetelmien kehittäminen. Kehityskohteiksi valittiin laastin valmistus, tiilien ja laastin siirrot, teline, työvälineet, kaluston kuljetusvaunu ja muuraustyön suunnittelumenetelmä. Projektissa selvitettiin ulkomailla käytettäviä muuraustyömenetelmiä, koneita ja laitteita. Lisäksi projektin neljässä kehitysryhmässä etsittiin nykymenetelmien parannuksia ja kokonaan uusia ratkaisuja. Osa hyviksi arvioiduista laitteista kehitettiin prototyypiksi. Kehittyneen muurausjärjestelmän osia ovat moottoroitu tiilikärry (ruotsalainen tuote), tiilikärryyn liitettävä laastiastia (idea), suursäkin nostolaite (prototyyppi), pukkiteline konsolilla (suomalainen tuote, osittain prototyyppi), alta tyhjennettävä suursäkki (valmis tuote ja prototyypit), muurauskauha (tuotteistettu), kuljetus- ja taukotilavaunu (prototyyppi) ja atk-ohjelma Kusti (tuotteistettu). Kehittyneitä koneita, laitteita ja työmenetelmiä käyttämällä muuraustyö kevenee ja nopeutuu. Kustannussäästöjä on mahdollista saavuttaa suunnittelemalla työ siten, että vapautuva työaika käytetään tehokkaasti. Tähän voidaan käyttää projektissa kehitettyä muuraustyön suunnittelumenetelmää ja siihen perustuvaa atk-ohjelmaa.
Published: 1996

21. Analysis of cost-effectiveness of concrete hollow block masonry

Author: Ramamurthy, K. and Radhakrishnan, R.
Subjects: Bearing capacity, Concrete construction, Cost effectiveness analysis, Economics, Rational method of analysis, Concrete hollow block masonry, Masonry materials, Load bearing masonry, Cost effectiveness, Mortar, Burnt clay bricks, Strength of materials, Brick, Masonry construction, Brick construction
Abstract: The cost-effectiveness analysis of alternative construction materials adopted for load bearing masonry is usually done either by comparing the cost of masonry units, or by a cost analysis based on thickness of wall. Since these methods do not include the effect of size and strength of masonry units, the author contends that these are not rational. A rational cost effectiveness analysis for load bearing masonry is proposed here, which is based on strength criteria as per the codal provisions of IS 1905-1987. This paper discusses the cost-effectiveness analysis of axially loaded bearing masonry with burnt clay bricks and concrete hollow blocks. The comparison is made by keeping the load bearing capacity of masonry same for the same brick and block strengths of 5 and 10 N/mm2, with different strengths of mortar. The rationality of the cost-effectiveness analysis based on strength criteria over conventional methods based on either thickness of masonry or the property of masonry unit alone is demonstrated here. The economic advantage of concrete hollow block masonry over burnt clay masonry construction is also presented.
Published: 1996

22. Development of the brickwork in house construction

Author: Koski, Hannu and Nummi, Juhani
Subjects: construction, small houses, bricks, productivity, masonry, brick construction, brick structures, mortars (material), buildings, competition, equipment
Abstract: Pientalomuurauksella on pitkät perinteet ja suuret potentiaaliset markkinat Suomessa. Rakennustuotanto ja pientalorakentaminen ovat tällä vuosikymmenellä kuitenkin vähentyneet selvästi. Pientalomuurauksen määrän ja sen markkinaosuuden kasvattamiseksi on muurattujen rakenteiden kilpailukykyä parannettava. Projektin tavoitteeksi asetettiin paikallamuurauksen tuottavuuden ja kilpailukyvyn parantaminen muuraustyötä tehostamalla, aputyötä vähentämällä, aputyöammattityöjakoa lieventämällä, rakentamista nopeuttamalla sekä työtä keventämällä ja ergonomiaa parantamalla. Keskeiseksi keinoksi tavoitteiden saavuttamiseksi valittiin koneiden, laitteiden ja työmenetelmien kehittäminen. Kehityskohteiksi valittiin laastin valmistus, tiilien ja laastin siirrot, teline, työvälineet, kaluston kuljetusvaunu ja muuraustyön suunnittelumenetelmä. Projektissa selvitettiin ulkomailla käytettäviä muuraustyömenetelmiä, koneita ja laitteita. Lisäksi projektin neljässä kehitysryhmässä etsittiin nykymenetelmien parannuksia ja kokonaan uusia ratkaisuja. Osa hyviksi arvioiduista laitteista kehitettiin prototyypiksi. Kehittyneen muurausjärjestelmän osia ovat moottoroitu tiilikärry (ruotsalainen tuote), tiilikärryyn liitettävä laastiastia (idea), suursäkin nostolaite (prototyyppi), pukkiteline konsolilla (suomalainen tuote, osittain prototyyppi), alta tyhjennettävä suursäkki (valmis tuote ja prototyypit), muurauskauha (tuotteistettu), kuljetus- ja taukotilavaunu (prototyyppi) ja atk-ohjelma Kusti (tuotteistettu). Kehittyneitä koneita, laitteita ja työmenetelmiä käyttämällä muuraustyö kevenee ja nopeutuu. Kustannussäästöjä on mahdollista saavuttaa suunnittelemalla työ siten, että vapautuva työaika käytetään tehokkaasti. Tähän voidaan käyttää projektissa kehitettyä muuraustyön suunnittelumenetelmää ja siihen perustuvaa atk-ohjelmaa.
Published: 1996

23. ARCHITECTURE BUILT TO LAST: THE TIMELESSNESS OF BRICK

Author: KROGER, STEPHANIE A.
Subjects: Architecture, Brick, Brick Construction, Chapel
Abstract: Brick is one of the most culturally significant contemporary building materials, with a rich history of use. Brick has always been valued not only for durability, quality, and tradition, but also for its human properties– the human effort required to construct a brick wall is apparent in every unit and joint. The versatility that is possible through brick’s simplicity of geometry allows for the creation of an endless variety of forms and textures in architecture. Technology has changed the way buildings are designed and constructed, benefiting issues of economy and sustainability, but compromising human scale. In today’s architecture, brick is often reduced to a cladding material, wasting much of its potential. Through the design of a non-denominational chapel, a building will be created that exploits the inherent human scale, craft, durability and tradition of brick, while meeting the contemporary demands of the 21st century.
Published: 2005

24. Zděný rodinný dům

Author: Pěnčík, Jan, Balúch, Tomáš, Pěkný, Jiří, Pěnčík, Jan, Balúch, Tomáš, and Pěkný, Jiří
Abstract: Předmětem této bakalářské práce je zpracování projektové dokumentace pro provedení stavby pro zděný rodinný dům. Budova se sestává ze dvou nadzemních podlaží a suterénu. Novostavba se bude realizovat v obci Tovéř. Bude sloužit jako trvalé bydlení pro čtyřčlennou rodinu. Hlavní vstup a vjezd do objektu je v úrovni 1NP z místní komunikace. Dům má tvar kvádru a je k němu přistavěná garáž pro dva osobní automobily. Svislé nosné konstrukce budou tvořeny keramickými tvárnicemi s kontaktním zateplovacím systémem ETICS, stropy budou systému MIAKO a střecha je sedlového tvaru s keramickou krytinou. Projekt pro provádění stavby byl zpracován v programu AutoCAD., Subject of this thesis is composing project documentation for a brick family house. Building consista of two upground levels and a cellar. New building will be built in village Tover. It will serve as a full time house for four-person family. Main entrance and inbound to the object is on the first floor level from local comunication. House is cube-shaped with adjacent garage for two cars. Vertical supports will be made of ceramic brickwork with contact isolating system ETICS. Ceilings will be made of MIAKO system and roof is seat-shaped with ceramic covering. Project will be composed in AutoCAD program.

25. Dvougenerační rodinný dům

Author: Šuhajda, Karel, Vystrčil, Jan, Staňo, Lukáš, Šuhajda, Karel, Vystrčil, Jan, and Staňo, Lukáš
Abstract: Předmětem zpracování bakalářské práce bylo vytvoření projektové dokumentace pro provádění stavby pro stavbu nového dvougeneračního rodinného domu v ulici Na Výsluní, ve městě Chlumec nad Cidlinou, katastrální území Chlumec nad Cidlinou [651800]. Jedná se o navržený samostatně stojící objekt, který je částečně podsklepený. Půdorys má tvar obdélníku. Objekt bude mít jedno podzemní podlaží a dvě nadzemní podlaží. V suterénu se nachází technické zázemí objektu, skladovací prostory a prádelna. V prvním nadzemním podlaží se nachází první ze dvou bytových jednotek. Ve druhém nadzemním podlaží se druhá bytová jednotka s terasou. Střecha je plochá., The subject of the bachelor thesis was the creation of project documentation for the implementation of construction for the construction of a new two-generation family house in Na Výsluní Street, in the town of Chlumec nad Cidlinou, cadastral area Chlumec nad Cidlinou [651800]. It is a proposed detached building, which is partially underground. The floor plan is rectangular. The building will have one underground floor and two above-ground floors. In the basement there is a technical background of the building, storage space and laundry. On the first floor there is the first of two residential units. On the second floor is the second residential unit with a terrace. The roof is flat.

26. Rodinný dům

Author: Matějka, Libor, Beranová, Iveta, Diatel, Bohumil, Matějka, Libor, Beranová, Iveta, and Diatel, Bohumil
Abstract: Předmětem této bakalářské práce je návrh rodinného domu ve městě Bojkovice, na ulici Pitínská. Dům je navržen pro čtyřčlennou rodinu. Budova má dvě nadzemní podlaží a jedno podzemní podlaží, s vestavěnou garáží a terasou. Svislé obvodové konstrukce jsou navrženy ze systému Porotherm a jsou opatřeny kontaktním zateplovacím systémem. Vodorovné konstrukce jsou navrženy rovněž ze systému Porotherm. Střešní konstrukce objektu se skládá ze dvou plochých střech. Objekt je zasazen do mírně svažitého terénu. Výkresová část byla zpracována v počítačovém programu AutoCAD. Součástí návrhu je tepelně technické posouzení, akustické posouzení a požárně bezpečnostní posouzení., Topic of this bachelor thesis is project of family house in Bojkovice on Pitínská street. House is designed for four members family. The building has ground floor, first floor and basement with inbuilt garage and terrace. Vertical circumferential and supporting constructions are designed according to Porotherm system and are equipped by contact thermal insulation system. Horizontal constructions are also designed according to Porotherm system. Roof construction of the object is composed by two flat roofs. The object is settled into slightly sloping terrain. Drawings were worked out in software AutoCAD. The part of the project is a thermal technical analysis, acoustic and fire safety review.

27. Rodinný dům

Author: Brukner, Bohuslav, Uheríková, Eliška, Trtílek, Petr, Brukner, Bohuslav, Uheríková, Eliška, and Trtílek, Petr
Abstract: Bakalářská práce ,,Rodinný dům,, je zpracován ve formě projektové dokumentace pro provedení stavby obsahující všechny náležitosti dle platných předpisů a norem. Jedná se o dispoziční řešení rodinného domu s garáží pro dvě osobní auta a samostatnou bytovou jednotkou vhodnou pro pronájem. Objekt je jednopodlažní s obytným podkrovím. Konstrukční systém objektu je silikátový z pálených tvarovek POROTHERM se stropním polomontovaným systémem MIAKO s nosníky POT. Exteriérové nosné zdi jsou opatřeny kontaktním zateplovacím systémem z kamenné vlny Rockwool. Krov je hambálkový, opatřený středovou vaznicí a pozednicemi, krov je zateplený dvěma vrstvami minerální kamenné vlny Rockwool. V objektu jsou dva komíny-jeden zajišťující odvod kouře z centrálního plynového kotle a druhý odvádějící kouř z krbu umístěného v obývacím pokoji, oba jsou systémové komíny Schiedel. Objekt je také vybaven solárními panely určenými pro ohřev teplé vody. Základy jsou vytvořeny z betonových pasů opatřeným podsypem z drceného stěrkového lože. Garážová a vstupní část je zastřešena plochou jednoplášťovou střechou, která má v nejvyšší vrstvě násyp ze substrátu porostlý vegetací. Součástí zpracované bakalářské práce je i posouzení objektu z hlediska tepelně technických vlastností a zpracování požárně bezpečnostního řešení stavby., This bachelor thesis presents a design of a a family house for 4 -5 member family. The house is situated in Lány near Prague. The house is designed as a two-storey house with a partly flat roof and partly classical roof. Both inside and outside the house, the design respects different levels of the ground around. The house is divided into a living area and garage. The ground floor is intended as a daytime area and it is suitable for family activities. The first floor with bedrooms is intended as a place to sleep and relax. The entrance into the family house is designed on the ground floor. The house is built on a concrete base platform supported by foundation structure. The ground floor and the first floor are made of ceramic blocks. Exterior walls are insulated with Rockwool mineral wool panels. The roof is designed from prefabricated extensive green roof trays. Analysis of thermal and mechanical properties of the house and fire safety report on the building solution is also a part of this bachelor thesis.

28. Bytový dům

Author: Lavický, Miloš, Osička, Jan, Karásek, Adam, Lavický, Miloš, Osička, Jan, and Karásek, Adam
Abstract: Tato bakalářská práce řeší projektovou dokumentaci bytového domu a obsahuje náležitosti dle platných předpisů. Dům je navržen jako samostatně stojící, nepodsklepený. Má obdélníkový rozměr a je zastřešen plochou jednoplášťovou střechou. Dům má čtyři nadzemní podlaží s balkóny. V domě je 11 bytových jednotek. V prvním nadzemním podlaží se nachází příslušenství bytů: kolárna, kočárkárna, úklidová místnost, společné wc, společná dílna, technická místnost a sklepní prostory. V domě je navržen výtah. Dům je zděný s kontaktním zateplovacím systémem., This bachelor‘s thesis solves a project documentation of Apartmet House and contains appurtenances according to valid regulations. The house is as a detached house, without basement. It has rectangular size and is covered with a flat one coat roof. The house has four floors with balconies. The house has 11 dwelling units. On the first floor is accessory apartments: bicycle, pram room, cleaning room, together wc, together workroom, technical room and cellar rooms. In the house is designed a elevator. The house is brick with a contact thermal insulation system.

29. Rodinný dům s veterinární ordinací

Author: Beneš, Petr, Sedlák, Radek, Salač, Petr, Beneš, Petr, Sedlák, Radek, and Salač, Petr
Abstract: Bakalářská práce se zabývá zpracováním projektové dokumentace pro provádění stavby rodinného domu s provozem veterinární ordinace, v souladu se stávajícími právními předpisy a technickými normami. Práce řeší dispozici budovy s návrhem vhodné konstrukční soustavy a nosného systému s použitím přijatelných materiálů, se záměrem začlenění stavby do stávající okolní zástavby rodinných domů v okrajové části města Chomutova. Bakalářská práce také posuzuje budovu z hlediska stavební fyziky. Ověřuje tepelně technické a zvukově izolační vlastnosti konstrukcí z navrhnutých materiálů a posuzuje je s požadavky normových hodnot., My bachelor‘s work occupies with project documentation for building of family house with operation a vet surgery, with conformity of legal regulation and technical standards. My work solves the buildings dispositions with proposal of right construction system and supporting system with using right materials, important for me was the integration into near built-up area of family houses on the periphery of town. My bachelor’s work evaluates the building from the point of view of building physics. It verifies warm-technical and sound-isolating properties of constructions, from the suggested materials and it verifies the materials with standards values.

30. Rodinný dům

Author: Manychová, Monika, Struhala, Karel, Jarková, Táňa, Manychová, Monika, Struhala, Karel, and Jarková, Táňa
Abstract: Předmětem mé bakalářské práce je návrh rodinného domu na zcela rovinném pozemku ve městě Otrokovice. Tato novostavba je navržena jako trvalé bydlení pro čtyřčlennou rodinu a svým vzhledem bude zapadat do stávající zástavby. Dům je navržen jako dvoupodlažní, částečně podsklepený, s přilehlou garáží pro jeden osobní automobil. Obvodové zdivo v suterénu je z betonových tvarovek. Obvodové zdivo nadzemních podlaží je vyzděno z cihelných bloků Porotherm. Celý objekt je zateplen kontaktním zateplovacím systémem. Dům zastřešují dvě pultové střechy v různých výškových úrovních, jejichž konstrukci tvoří dřevěné příhradové vazníky. Součástí návrhu je i tepelně technické, akustické a požárně bezpečnostní řešení., The subject of my thesis is design a family house on a completely flat plot in Otrokovice. This new building is designed as permanent housing for a four member family and their appearance will fit into current building. The house is designed as a two-story, partially basement, with adjacent garage for one car. Circuit masonry in the basement is made of concrete blocks. Circuit masonry floors is lined with a brick blocks Porotherm. Whole building is insulated contact system. The roof of house forming two aisle roofs at different height levels, the structure of roofs creates wooden trusses. Part of the proposal is also thermotechnical, acoustic and fire safety solutions.

31. Terasový bytový dům v Novém Jičíně

Author: Kalousek, Lubor, Pilný, Ondřej, Kadlec, Jakub, Kalousek, Lubor, Pilný, Ondřej, and Kadlec, Jakub
Abstract: Předmětem bakalářské práce je vyhotovení projektové dokumentace pro provádění stavby. Jedná se o samostatně stojící objekt se třemi nadzemními podlažími a suterénem. Dům nabízí 8 bytů, 2 ubytovací jednotky, a v suterénu také 4 garáže, sklepní kóje pro každý byt, kolárnu, kočárkárnu a fitness. Dům má jednoplášťovou plochou střechu a je vyzděn kontaktním zateplovacím systémem. Dominantou je ustupující konstrukce na jižní straně vytvářející příjemné terasy s pěkným výhledem do krajiny., The subject of the bachelor thesis is the preparation of project documentation for the construction. It is a detached building with three floors and a basement. The house offers 8 apartments, 2 accommodation units, and in the basement there are 4 garages, a cellar for each apartment, a bicycle room, a pram and fitness room. The house has a single-layer flat roof and is lined with a contact insulation system. The dominant feature is the receding structure on the south side, creating pleasant terraces with nice views of the countryside.

32. Rodinný dům

Author: Matějka, Libor, Šagát, Erik, Hanisch, Tomáš, Matějka, Libor, Šagát, Erik, and Hanisch, Tomáš
Abstract: Předmětem mé bakalářské práce je návrh jednogeneračního rodinného domu. Objekt je navržen jako trvalé bydlení pro čtyřčlennou rodinu. Objekt je zasazen do svažitého terénu na vybraném pozemku. Budova má dvě nadzemní a jedno podzemní podlaží. Objekt je navržen ze systému Porotherm. Svislé obvodové konstrukce jsou opatřeny kontaktním zateplovacím systémem. Vodorovné nosné konstrukce jsou navrženy jako monolitické železobetonové desky. Střešní konstrukce objektu se skládá ze tří pultových střech. Výkresová část byla zpracována v počítačovém programu AutoCAD., The subject of my bachelor thesis is design of a single-family house. The building is designed as permanent housing for a family of four. The building is set into the sloping terrain on the selected property. The house has two overground floors and one underground floor. The object is designed from the Porotherm system. The vertical bearing structures are provided with a contact insulation system. The horizontal bearing structures are designed as monolitic reinforced concrete slabs. The roof structure consists of the three shed roof. The drawings were processed in a computer program AutoCAD.

33. Bytový dům se zelenou střechou

Author: Šuhajdová, Eva, Žajdlík, Tomáš, Maslanová, Ema, Šuhajdová, Eva, Žajdlík, Tomáš, and Maslanová, Ema
Abstract: Cieľom predloženej bakalárskej práce bolo spracovanie projektovej dokumentácie novostavby Bytového domu so zelenou strechou. Novostavba je situovaná v meste Brno v katastrálnom území Husovice na parcele 1431. Objekt je navrhnutý ako samostatne stojací štvorpodlažný plné podpivničený na rovinnom teréne. Na pozemku je ďalej navrhnuté parkovisko so 18 parkovacími miestami. V suteréne sa nachádzajú pivničné kóje pre každý byt. Ďalej sa tam nachádza technická miestnosť, spoločenská miestnosť a kočikáreň. Vstup do objektu je v prvom nadzemnom podlaží, v ktorom sú situované 2 byty jeden z toho pre osoby s obmedzenou schopnosťou pohybu veľkosti 3+KK a druhý 2+KK. Následne na druhom a treťom podlaží sa nachádzajú po tri byty 3+KK, 2+KK a garsónka. Na štvrtom podlaží je prístup na pochôdznu vegetačnú strechu. Konštrukčný systém je zvislý nosný systém priečny stenový. Suterén je z monolitických železobetónových stien. Následne podlažia sú murované s obvodového keramických blokov. Vnútorné nosné murivo v nadzemných podlažiach je z akustických keramických tvaroviek. Stropy sú v každom podlaží z keramických nosníkov z keramických vložiek, v schodiskovom priestore je monolitická železobetónová doska. Schodisko je monolitické železobetónové. Obvodové steny sú nad úrovňou terénu zateplené kontaktným systémom ETICS. Zastrešenie objektu je vegetačnou plochou strechou., The aim of the submitted bachelor thesis was to elaborate the project documentation of a new residential building with a green roof. The building is located in Brno in cadastral area of Husovice on plot 1431. The construction is designed as a detached four-floor building with a cellar on level ground. . There is also a parking lot with 18 parking spaces in the estate. In the basement there are cellar cubicles for each apartment. There is also a utility room, a lounge room and a pram room. The entrance to the building is on the first floor, where 2 apartments are situated. One of them is designated for people with reduced mobility, of size 3+KK and the other one of size 2+KK. The access to the walk-up vegetated roof is on the fourth floor. The structural system is a vertical transverse wall support system. The basement is made of monolithic reinforced concrete walls. Subsequent floors are made of ceramic masonry blocks. The internal load-bearing masonry in the above-ground floors is made of acoustic ceramic blocks. The ceilings on each floor are composed of ceramic beams made of ceramic inserts, in the staircase area there is a monolithic reinforced concrete slab. The staircase is monolithic reinforced concrete. The perimeter walls are insulated with the ETICS contact system above ground level. The roofing of the building is provided by vegetated flat roof.

34. Bytový dům

Author: Matějka, Libor, Svobodová, Sylvia, Kubíček, Tomáš, Matějka, Libor, Svobodová, Sylvia, and Kubíček, Tomáš
Abstract: Projekt rieši novostavbu bytového domu v Trenčíne. Cieľom práce bolo vypracovať projektovú dokumentáciu pre realizáciu stavby. Objekt má štyri nadzemné a jedno podzemné podlažie a je osadený do svahovitého terénu. Budova je navrhnutá ako murovaná z betónových tvárnic a keramických tvárnic typu Therm. Strecha je plochá, jednoplášťová, vegetačná. Na západnej fasáde sa nachádza vegetačná stena., The project deals with the new construction of a apartment house in Trenčín. The aim of the work was to develop project documentation for the construction. The building has four aboveground and one underground floor and is set in a sloping terrain. The building is designed as brick made of concrete blocks and ceramic blocks – Therm. The roof is flat, single-layered, vegetated. There is a green wall on the west facade.

35. Rodinný dům v Novém Městě na Moravě

Author: Sukopová, Dáša, Spáčilová, Jitka, Pohanková, Martina, Sukopová, Dáša, Spáčilová, Jitka, and Pohanková, Martina
Abstract: Projekt řeší novostavbu rodinného domu v Novém Městě na Moravě. Tato práce má za cíl vypracovat projektovou dokumentaci pro provedení stavby. Novostavba rodinného domu je určena pro 4-6-ti člennou rodinu. Součástí rodinného domu je garáž. Objekt má 2 nadzemní podlaží a je částečně podsklepený. Budova je zděná z keramických tvárnic typu THERM s pultovou a sedlovou střechou. Objekt je situován na svažitém terénu., The project solves a new family house in Nové Město na Moravě. This thesis aims to develop project documentation for building construction. The new family house is designed for a family of four to six members. Garage is included in the house. There are 2 above-ground floors and a basement. The house is brick-built from THERM-type ceramic blocks with a shed roof and a saddle roof. The object is situated on a sloping terrain.

36. Bytový dům v Uherském Hradišti

Author: Krupicová, Jana, Krupica, Roman, Kročová, Romana, Krupicová, Jana, Krupica, Roman, and Kročová, Romana
Abstract: Tématem diplomové práce je návrh novostavby bytového domu v Uherském Hradišti. Cílem je vypracování prováděcí dokumentace pro provedení stavby. Obsahem práce jsou studie, výkresová, textová a výpočtová část. Jedná se o samostatně stojící bytový dům s půdorysným rozměrem cca 16,5 x 26,5m. Objekt má 4 nadzemní podlaží a plochou střechu. Budova je zděná z keramických tvárnic, stropy jsou monolitické železobetonové. Zastřešení je tvořeno jednoplášťovou plochou střechou. Objekt se nachází na nezastavěném pozemku v občanské zástavbě na rovinném terénu. Bytový dům obsahuje 16 bytů. Součástí 1NP je také 6 samostatných garáží., The topic of the thesis is the design of new residential building in Uherské Hradiště. The aim is to develop detailed documentation for construction. The work includes studies, drawings, text and part of the calculation. It is a detached residential building with ground plan dimensions of approximately 16,5 x 26,5m. The building has 4 floors and a flat roof. The building is made of ceramic bricks, ceilings are monolithic reinforced concrete. Roofing is made up of single shell flat roof. The building is located on undeveloped land in housing estates on flat terrain. Residential building contains 16 apartments. Part of the 1st floor is also 6 separate garage.

37. Rodinný dům s provozovnou

Author: Čuprová, Danuše, Plachetský, Jiří, Fianta, Martin, Čuprová, Danuše, Plachetský, Jiří, and Fianta, Martin
Abstract: Bakalářská práce se zabývá návrhem rodinného domu s provozovnou. Objekt je rozdělen na dvě části. Soukromá část slouží pro rodinné bydlení, společná část pro ubytování hostů v pěti dvoulůžkových pokojích se zázemím. Novostavba je třípodlažní, částečně zapuštěná do svahu, se sedlovou střechou. Z konstrukčního hlediska se jedná o zděnou stavbu s příčným stěnovým systémem., The bachelor thesis deals with a design house with an establishment. The building is divided into two parts. The private part is for family living, the mutual part for guests accommodation in five double bedrooms with facilities. The new building has three floors, partially embedded into the hillside, with a gable roof. From a structural point of view this is a masonry structure with a transverse wall system.

38. Bytový dům

Author: Beneš, Petr, Skřek, Daniel, Machová, Petra, Beneš, Petr, Skřek, Daniel, and Machová, Petra
Abstract: Předmětem této bakalářské práce je návrh bytového domu v Horním Maršově, obci ve východních Krkonoších poblíž města Trutnova. Stavební pozemek se nachází v zastavěném centru obce nedaleko náměstí. Půdorys domu je jednoduchý, obdélníkový. Konstrukční systém domu je stěnový z keramických cihel se stropy z monolitických železobetonových desek. Střecha je navržena jako vegetační, pultová, dvouplášťová s extenzivní zelení. Celá budova je založena na základových pasech z prostého betonu. Objekt je výškově rozdělen do čtyř nadzemních a jednoho podzemního podlaží, která jsou propojena dvouramenným schodištěm s mezipodestami a výtahem. V podzemním podlaží se nachází technické zázemí a zázemí pro nájemníky, v prvním nadzemním podlaží se nachází nájemní jednotka vhodná pro zřízení ordinace praktického lékaře. Bytový dům má navržen celkem 14 bytových jednotek od velikosti 1 + kk do velikosti 4 + 1 včetně jednotky pro osoby s omezenou schopností pohybu a orientace umístěné v prvním nadzemním podlaží., The subject of the bachelor´s thesis is the design of an apartment building in Horní Maršov, a village located in Eastern Giant Mountains near Trutnov city. The building plot is located in the built-up center of the village near the square. The floor plan of the house is simple, rectangular. The construction system of the house is a wall made of ceramic bricks with ceilings made of monolithic reinforced concrete slabs. The roof is designed as a vegetation, counter, double-skinned with extensive greenery. The height of the building is divided into four above-ground and one underground floor, which are connected by a two-armed staircase with intermediate landings and an elevator. In the basement, there is a utility room, facilities for tenants. On the first floor there is a rental unit suitable as surgery. The apartment building has a total of 14 residential units designed from size 1 + KK to size 4 + 1, including a unit for people with limited mobility and orientation located on the first floor.

39. Hotel Špindlerův Mlýn

Author: Brukner, Bohuslav, Picmaus, Petr, Boulaouad, Hichem, Brukner, Bohuslav, Picmaus, Petr, and Boulaouad, Hichem
Abstract: Předmětem diplomové práce je projektová dokumentace vypracována ve stupni pro provedení stavby na novostavbu hotelu s restaurací a wellness. Hotel je umístěn ve Špindlerově Mlýně a je řešen jako samostatně stojící. Hotel obsahuje dvě nadzemní podlaží, podkroví a suterén. Půdorysně je hotel řešen do tvaru kříže s pronikajícím obdélníkovým přístavkem přes suterén a první nadzemní podlaží. Zastřešení přístavku je řešeno plochou vegetační střechou a hlavní nejvyšší hmota je zastřešena šikmou střechou sedlového a polovalbového tvaru se sklonem střešní roviny 40°. Dispozičně hotel v rámci suterénu obsahuje hromadnou garáž a wellness, v 1NP se nachází restaurace, kongresová místnost a ubytovací část s devíti hotelovými pokoji, přičemž dva z nich jsou řešeny jako bezbariérové. Ve druhém nadzemním podlaží a podkroví je pouze ubytovací část se dvěmi posilovnami, v každém z těchto dvou pater se nachází devatenáct hotelových pokojů. Celkem hotel nabízí ubytovací kapacitu pro sedmdesátpět osob. Konstrukčně se jedná o stavbu založenou na základové desce, nosné svislé konstrukce tvoří kombinace železobetonu a zděných broušených dutinových cihel, stropní konstrukce jsou tvořeny železobetonovými stropy a střešní konstrukce je tvořena dřevěným vaznicovým krovem. Celý objekt je zateplený zateplovacím systémem., The subject of the diploma thesis is the project documentation developed at the construction stage for a new hotel with restaurant and wellness. The hotel is located in Špindlerův Mlýn and is designed as a stand-alone hotel. The hotel has two floors above ground, an attic and a basement. The floor plan of the hotel is designed in the shape of a cross with a penetrating rectangular annex over the basement and the first above-ground floor. The outbuilding is covered with a flat vegetated roof, and the main, highest mass is covered with a saddle-shaped and semi-hip-shaped sloping roof with a 40° slope of the roof plane. The layout of the hotel includes a collective garage and a wellness area in the basement, while the first floor has a restaurant, a congress room and an accommodation area with nine hotel rooms, two of which are wheelchair accessible. On the second floor above ground level and the attic there is only an accommodation area with two gyms, each of these two floors has nineteen hotel rooms. In total, the hotel offers accommodation for seventy-five people. Structurally, it is a building based on a foundation slab, the load-bearing vertical structures are a combination of reinforced concrete and masonry ground hollow bricks, the ceiling structures are made of reinforced concrete ceilings and the roof structure is made of a wooden purlin truss. The entire object is insulated with an insulation system.

40. Rodinný dům

Author: Matějka, Libor, Sibilla, Luboš, Chladová, Adéla, Matějka, Libor, Sibilla, Luboš, and Chladová, Adéla
Abstract: Projekt řeší novostavbu rodinného domu v Havlíčkové Brodě. Cílem práce je vypracovat projektovou dokumentaci na úrovni pro provedení stavby. Novostavba je určena pro čtyři osoby k celoročnímu užívání. Objekt má dvě nadzemní podlaží a je částečně podsklepený. Budova je navržena jako zděná z keramických tvárnic POROTHERM. Střecha je plochá, jednoplášťová. Terén je mírně svažitý., This project deals a new building of a detached house in Havlíčkův Brod. The aim is to develop project documentation for a building construction. The new building is designed for four people for a year-round use. The building has two floors and a partial basement. The building is designed as brick of ceramic blocks POROTHERM. The roof is flat, single. The terrain is slightly sloping.

41. Rodinný dům

Author: Matějka, Libor, Beranová, Iveta, Zikmund, Petr, Matějka, Libor, Beranová, Iveta, and Zikmund, Petr
Abstract: Předmětem mé bakalářské práce je návrh dvoupodlažního rodinného domu. Novostavba je navržena jako trvalé bydlení pro čtyřčlennou rodinu. Budova má dvě nadzemní a jedno podzemní podlaží. Garáž pro jeden osobní automobil je součástí rodinného domu. Objekt je navržen ze stavebního systému Porotherm. Konstrukci střechy tvoří jednoplášťová plochá střecha. Objekt je zateplen systémem ETICS. Hlavní vstup je orientován na sever, z ulice Loučková. RD stojí na okraji vesnice Nížkov. Hlavní část práce je tvořena projektovou dokumentací a technickou zprávou. Součástí bakalářské práce jsou také dispoziční a architektonické studie, konstrukční detaily, tepelně technické studie, návrh schodiště a návrh základů. Výkresová část byla zpracována v počítačovém programu ArchiCAD GRAPHISOFT 20., The aim of my bachelor thesis is a design of a two-storey family house. The new building is designed to be a permanent residence for a family of four. The family house has got two above-ground floors and one underground floor. The garage for one car is a part of the house. The building is designed in a Porotherm construction system. The roof is made of a single-shell roof. The house is insulated by a ETICS system. The main entrance is oriented to the north, from the selected piece of land in the village of Nížkov, Loučková street. The main part of the thesis contains a project documentation and a technical report. The dispositional and architectonic studies, constructional details, thermal-technical studies, a design of stairs and a design of foundations are also included in the thesis. The drawing part was made in a computer program ArchiCAD GRAPHISOFT 20.

42. Rodinný dům

Author: Mohelníková, Jitka, Sláma, Ludvík, Halgoš, Jozef, Mohelníková, Jitka, Sláma, Ludvík, and Halgoš, Jozef
Abstract: Bakalářská práce je zaměřená na návrh rodinného domu. Novostavba je určena pro 4-5 člennou rodinu. Dům je samostatně stojíci se dvěma nadzemními podlažími a valbovou střechou. Předností tohoto domu jsou jeho velké prosklené plochy v obývacím pokoji a v druhém podlaží. Svislé nosné a nenosné konstrukce jsou navrženy z tvárnic Ytong. Stropní konstrukce je navržena ze stropních panelů., Bachelor´s thesis is focused on the design of the residential house. The new building is designed for a family of 4-5 members. The house is detached with two overground flo-ors and a hipped roof. The advantage of this house is its large glass surface in the living room and second floor. Vertical load-bearing and non-bearing structures are designed from Ytong bricks. Ceiling construction is designed from the ceiling panels Spiroll..

43. Rodinný dům

Author: Bečkovská, Tereza, Brzoň, Roman, Tomec, Josef, Bečkovská, Tereza, Brzoň, Roman, and Tomec, Josef
Abstract: Tématem této bakalářské práce je návrh rodinného domu ve městě Pelhřimov, v ulici Akátová. Dům je navržen pro čtyřčlennou rodinu. Objekt je zasazen do svažitého terénu s převýšením cca 2m. Objekt má dvě nadzemní podlaží. Vstup do domu je na západní straně. Součástí přízemí je garáž a sklad nářadí, propojeny s objektem závětřím. Ze zádveří je přístup do technické místnosti, šatny a haly. Z haly je přístup do obytné části, skládající se z kuchyně s jídelnou a obývacího pokoje a vstupu na terasu, a vstupu do druhého podlaží po schodišti. Ve druhém podlaží jsou z centrální chodby přístupy do ložnice, do dvou pokojů a do koupelny. Svislé obvodové konstrukce jsou navrženy ze systému Liapor s kontaktním zateplovacím systémem ETICS. Vodorovné konstrukce jsou navrženy ze systému filigránových stropních desek. Střecha domu je řešena jako pultová, střecha garáže a skladu je jednoplášťová plochá. Výkresová část byla zpracována v počítačovém programu ArchiCAD. Součástí návrhu je tepelně technické posouzení, akustické posouzení a požárně bezpečnostní posouzení., The topic of this bachelor’s thesis is the project of a family house in the town of Pelhřimov, Akátová street. The house is designed for a four membered family and situated on a sloping terrain with an elevation of about 2m. The building has two floors with the main entrance of the house situated on the west side of the residence. There is also a garage and the storage room for various tools located on the ground floor connected by the lee. The technical room, dressing rooms and the hall can be entered from the lobby, however the residential part of the house can be entered from the hall. In the residential part you can find a kitchen with a dining room, living room with a terrace and the staircase to the second floor. The master bedroom, two other bedrooms and the bathroom which are situated on the second floor are accessible from the main hall. The vertical perimeter structures are designed from the Liapor system with the ETICS thermal insulation composite system. The horizontal structures are designed from a filigree ceiling system. The main building is designed with a shed roof. The roof of the garage and the warehouse is single-layered and flat. The drawing part of this thesis was prepared in the ArchiCAD computer program. Enclosed is the thermal-technical assessment, acoustic assessment and fire safety assessment.

44. Bytový dům se zelenou střechou

Author: Šuhajdová, Eva, Žajdlík, Tomáš, Maslanová, Ema, Šuhajdová, Eva, Žajdlík, Tomáš, and Maslanová, Ema
Abstract: Cieľom predloženej bakalárskej práce bolo spracovanie projektovej dokumentácie novostavby Bytového domu so zelenou strechou. Novostavba je situovaná v meste Brno v katastrálnom území Husovice na parcele 1431. Objekt je navrhnutý ako samostatne stojací štvorpodlažný plné podpivničený na rovinnom teréne. Na pozemku je ďalej navrhnuté parkovisko so 18 parkovacími miestami. V suteréne sa nachádzajú pivničné kóje pre každý byt. Ďalej sa tam nachádza technická miestnosť, spoločenská miestnosť a kočikáreň. Vstup do objektu je v prvom nadzemnom podlaží, v ktorom sú situované 2 byty jeden z toho pre osoby s obmedzenou schopnosťou pohybu veľkosti 3+KK a druhý 2+KK. Následne na druhom a treťom podlaží sa nachádzajú po tri byty 3+KK, 2+KK a garsónka. Na štvrtom podlaží je prístup na pochôdznu vegetačnú strechu. Konštrukčný systém je zvislý nosný systém priečny stenový. Suterén je z monolitických železobetónových stien. Následne podlažia sú murované s obvodového keramických blokov. Vnútorné nosné murivo v nadzemných podlažiach je z akustických keramických tvaroviek. Stropy sú v každom podlaží z keramických nosníkov z keramických vložiek, v schodiskovom priestore je monolitická železobetónová doska. Schodisko je monolitické železobetónové. Obvodové steny sú nad úrovňou terénu zateplené kontaktným systémom ETICS. Zastrešenie objektu je vegetačnou plochou strechou., The aim of the submitted bachelor thesis was to elaborate the project documentation of a new residential building with a green roof. The building is located in Brno in cadastral area of Husovice on plot 1431. The construction is designed as a detached four-floor building with a cellar on level ground. . There is also a parking lot with 18 parking spaces in the estate. In the basement there are cellar cubicles for each apartment. There is also a utility room, a lounge room and a pram room. The entrance to the building is on the first floor, where 2 apartments are situated. One of them is designated for people with reduced mobility, of size 3+KK and the other one of size 2+KK. The access to the walk-up vegetated roof is on the fourth floor. The structural system is a vertical transverse wall support system. The basement is made of monolithic reinforced concrete walls. Subsequent floors are made of ceramic masonry blocks. The internal load-bearing masonry in the above-ground floors is made of acoustic ceramic blocks. The ceilings on each floor are composed of ceramic beams made of ceramic inserts, in the staircase area there is a monolithic reinforced concrete slab. The staircase is monolithic reinforced concrete. The perimeter walls are insulated with the ETICS contact system above ground level. The roofing of the building is provided by vegetated flat roof.

45. Rodinný dům

Author: Matějka, Libor, Šagát, Erik, Paprskářová, Klára, Matějka, Libor, Šagát, Erik, and Paprskářová, Klára
Abstract: Předmětem mé bakalářské práce je návrh jednogeneračního rodinného domu. Tato novostavba je navržena jako trvalé bydlení pro čtyřčlennou rodinu. Objekt je zasazen do mírně svažitého terénu na vybraném pozemku ve městě Třebíč. Budova má dvě nadzemní a jedno podzemní podlaží. Garáž pro jeden osobní automobil je součástí rodinného domu. Objekt je navržen ze systému Porotherm. Konstrukci střechy tvoří jednoplášťová plochá střecha. Hlavní vstup je orientován na sever. Výkresová dokumentace potřebná pro realizaci nového rodinného domu je zpracována včetně pěti konstrukčních detailů. Výkresová část byla zpracována v počítačovém programu ArchiCadu., The aim of my bachelor thesis is a design of a single-family house. The new building is designed to be a permanent residence for a family of four. The object is situated in a slightly sloping terrain on the selected piece of land in a city Třebíč. The house has two above ground, and one underground floor. A garage for one car is part of the house. The object is designed in a technology of Porotherm system. The construction of the roof consists of a single flat roof. The main entrance is oriented to the north. The project documentation which is needed for a realization of a new detached house is worked up with five structural details including. Drawing part processed in a computer program ArchiCad.

46. Rodinný dům s projekční kanceláří

Author: Utíkalová, Ivana, Bartoš, Tomáš, Krobotová, Tereza, Utíkalová, Ivana, Bartoš, Tomáš, and Krobotová, Tereza
Abstract: Bakalářská práce Rodinný dům s projekční kanceláří je zpracována na úrovni projektové dokumentace. Dům stojí na parcele č. 147/1 v katastrálním území Štíty město, na ulici Okružní a je půdorysného tvaru L. Jedná se o rodinný dům s jedním podzemním a dvěma nadzemními podlažími. První podlaží je rozděleno na dvě části a to na část projekční kanceláře a část obytnou, která využívá i druhé podlaží. Dům je vyzděn z keramických tvárnic Porotherm. Jako součást projektu jsou přiloženy dispoziční studie a seminární práce., The bachelor´s thesis The family house with design office is processed as a project documentation. The house is standing on a building estate number 147/1 in the cadastral area Štíty- město on the street Okružní, and the layout of the house has the shape of letter “L”. This is a family house with a basement and two floors. It is divided into two parts, first one for craft production, second one for living, also extended into the whole attic. The house is lined with ceramic bricks Porotherm. The disposition study and the seminar works are attached as a part of this project.

47. Rodinný dům v Novém Městě na Moravě

Author: Sukopová, Dáša, Spáčilová, Jitka, Pohanková, Martina, Sukopová, Dáša, Spáčilová, Jitka, and Pohanková, Martina
Abstract: Projekt řeší novostavbu rodinného domu v Novém Městě na Moravě. Tato práce má za cíl vypracovat projektovou dokumentaci pro provedení stavby. Novostavba rodinného domu je určena pro 4-6-ti člennou rodinu. Součástí rodinného domu je garáž. Objekt má 2 nadzemní podlaží a je částečně podsklepený. Budova je zděná z keramických tvárnic typu THERM s pultovou a sedlovou střechou. Objekt je situován na svažitém terénu., The project solves a new family house in Nové Město na Moravě. This thesis aims to develop project documentation for building construction. The new family house is designed for a family of four to six members. Garage is included in the house. There are 2 above-ground floors and a basement. The house is brick-built from THERM-type ceramic blocks with a shed roof and a saddle roof. The object is situated on a sloping terrain.

48. Rodinný dům s provozovnou

Author: Utíkalová, Ivana, Vaněk, Vojtěch, Kynclová, Eliška, Utíkalová, Ivana, Vaněk, Vojtěch, and Kynclová, Eliška
Abstract: Předmětem bakalářské práce je projektová dokumentace rodinného domu s provozovnou pro provedení stavby. Dům je navržen pro pětičlennou rodinu. Rodinný dům je umístěn na rovinném pozemku. Objekt je částečně podsklepený s dvěma nadzemími podlažími. Objekt je založen na základových pasech. Svislé obvodové konstrukce jsou navrženy ze systému Porotherm. Vodorovné konstrukce jsou navrženy monolitické železobetonové. Zastřešení objektu je řešeno pomocí kombinace ploché vegetační a sedlové střechy. Výkresová část byla vypracována v programu Archicad., The subject of this bachelor´s thesis is design documentation for construction of family house with parlor. House is designed for family of five members. The family house is located on a flat plot. The building has ground floor and basement. The building has a partial basement with two above-ground floors. The object is based on basic passports. The vertical perimeter structures are designed from the Porotherm system. Horizontal load-bearing structures are made of reinforced concrete. Roof construction of the object is composed by flat roofs and shaped roof. Drawings were worked out in software Archicad.

49. Bytový dům

Author: Daněk, Lukáš, Pilinszki, Martin, Gyepesová, Angelika, Daněk, Lukáš, Pilinszki, Martin, and Gyepesová, Angelika
Abstract: Predložená bakalárska práca spracováva projektovú dokumentáciu pre novostavbu bytového domu v meste Liptovský Hrádok. Objekt je navrhnutý ako samostatne stojaci s piatimi nadzemnými podlažiami a jedným podzemným podlažím v mierne svahovitom teréne. V suteréne sú situované kóje, sklady, technické zázemie objektu a hromadná garáž so 17 parkovacími miestami. V priestoroch prvého nadzemného podlažia sa nachádza nevýrobná prevádzka, ktorou je čokoládovňa s navrhovanou kapacitou 32 osôb. V ostatných nadzemných podlažiach je situovaných 14 bytových jednotiek s celkovou kapacitou 42 osôb. Zvislý nosný systém je v nadzemných podlažiach navrhnutý ako murovaný z keramických tvárnic, v suteréne je zhotovený z monolitického železobetónu. Obvodové steny nad úrovňou terénu sú kontaktne zateplené systémom ETICS. Vodorovné nosné konštrukcie tvoria železobetónové stropné dosky. Zastrešenie objektu je riešené šikmou krížovou strechou so sklonom 25°., The submitted bachelor's thesis presents project documentation for a new apartment building in the town of Liptovský Hrádok. The building is designed in a slightly sloppy terrain as a free-standing building with five floors above ground level and one underground floor. In the basement there are vaults, warehouses, technical facilities and a garage with 17 parking spaces. In the premises of the first floor, there is a non-production plant, which is a chocolate-shop with a capacity of 32 people. From the second to the fifth floor, there are 14 residential units with a total capacity of 42 people. The vertical load-bearing system in the above-ground floors is designed as brick made of ceramic blocks. In the basement, it is made of monolithic reinforced concrete. Perimeter walls above ground level are contact-insulated with the ETICS system. The horizontal load-bearing ceiling structures are made of reinforced concrete slabs. The roofing is a sloping crossed roof with an angle of 25 °.

50. Rodinný dům

Author: Matějka, Libor, Šagát, Erik, Körner, Daniel, Matějka, Libor, Šagát, Erik, and Körner, Daniel
Abstract: Předmětem mé bakalářské práce je návrh jednogeneračního rodinného domu. Tato novostavba je navržena jako trvalé bydlení pro čtyřčlennou rodinu. Objekt je zasazen do rovinatého terénu na vybraném pozemku ve městě Jindřichův Hradec. Budova má dvě nadzemní a jedno podzemní podlaží. Garáž pro jeden osobní automobil je součástí rodinného domu. Objekt je navržen ze systému Porotherm. Konstrukci střechy tvoří jednoplášťová plochá střecha. Hlavní vstup je orientován na sever. Výkresová dokumentace potřebná pro realizaci nového rodinného domu je zpracována včetně pěti konstrukčních detailů. Výkresová část byla zpracována v počítačovém programu ArchiCAD., The topic of my bachelor thesis is a design of a single-family house. The new building is designed to be a permanent residence for a family of four. The object is situated in a flat terrain on the selected piece of land in a city of Jindřichův Hradec. The house has two above-ground floors, and one underground floor. A garage for one car is part of the house. The object is designed of a Porotherm construction system. The roof is made as single-shell roof.The main entrance is oriented to the north. The project documentation which is needed for a realization of a new detached house is worked up with five structural details including. Drawing part processed in a computer program ArchiCad.

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