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The roof structure of the chateau building
Hric, Fedor ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
Bachelor´s thesis is about timber roof construction of baroque mansion in village Svätý Anton as cast of alternatives. In first alternative is analyzed actual state, which is mansard roof construction with aboriginal supporting elements and carpeneter joints. Aboriginal roof is attested by current standarts. In next alternatives is the shape of the roof left unchanged (inclination and width arrangement of the roof construction) taking into new possible exploitation of space in the future.
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The timber roof structure of the hotel in Velké Karlovice
Smečková, Veronika ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The aim of my thesis is to assess the roofing design of the mountain hotel, situated on the Great Karlovic, at an altitude of 512 metres above sea level. The height of the structure is 12.0m whilst the base is 12x24m. The first floor is constructed using brick, whilst the second floor and the attic is designed as a timber structure. The roof truss structure has a traditional framework of that time period.
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Durability of glued joints of structural timber elements
Mlčák, Tomáš ; Vejpustek, Zdeněk (referee) ; Vaněrek, Jan (advisor)
This bachelor thesis deals with the topics of durability of glued connections of structural wooden elements. The theoretical part of the work deals with the construction of wood, selected defects of wood, a description of carpentry joints and fasteners. The work also pays attention to adhesives and sealants used in glued joints of wooden structures or the issue of crack repair systems in wood. The practical part of the work is focused on experimental verification of the durability of used adhesives and sealants for glued carpentry elements.
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The structure of a family house
Vacatová, Eliška ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The goal of the bachelor thesis is the design of timber load-bearing structure of a family house. The building consists of two floors and loft. The first floor is masonry structure and is not part of this thesis. The second floor is timber frame house with gable roof. The dimensions of the house are 12,5x7,5m and height is approximatelly 11m. The building is located near Luhačovice in Zlín region and local weather conditions are considered for the analysis.
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Reverification of the roof structure of St. Catherine church in Kateřinky
Bayer, Petr ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
Church of St. Catarine is located in Opava-Kateřinky, Kostelní 119/1. Due to the extensive damage to the truss structure, a survey was conducted focusing on the geometry of individual elements and their harm (extent of cracks and incidence of woodworm and mold). On the basis of the data obtained, a control calculation of truss elements above the main part of the church was performed (ultimate limit state (ULS) and the serviceability limit state (SLS)). Most elements were found to be satisfactory. However, replacing the most damaged parts of the elements is necessary.
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Interpretace tradičních strukturálních principů v konstrukcích dočasného charakteru
Joja, Marie
The paper focuses on traditional structural principles of historical buildings of the era 18 to 19 century in the Znojmo region, which are also included in the project „Identification and interpretation of origins, forms and transformations of Baroque cultural landscape of the South Moravian Borderland“. The aim of this work is to describe traditional roof frames of selected historical buildings of the area. The goal of the work is to find a suitable construction detail applied in the traditional roof frames, which would be used for a structure of temporary character. Temporary structures are associated with transient functional use, which can be one of the possible phases in the planned restoration of abandoned sites. The existence of many examples at the international level demonstrates successful redesign of dilapidated buildings by the use of temporary programme. The analysis of traditional structures proposed a suitable structural joint for a design of a modular element for the construction of temporary architecture. Its characteristic is the low-cost production and simple construction, which can be relocated to other places and adapted for further use. The significance of the work lies in the design of elementary structures of objects of a transitory nature, which are based on the traditional building principles of historical monuments and try to preserve structural uniqueness of the architecture.
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Static analysis of joints in timber structures
Řehová, Jana ; Vlk, Zbyněk (referee) ; Zídek, Rostislav (advisor)
This bachelor thesis concentrates on the analysis of behaviour of carpentery joints in wooden constructions. Mainly it focues on sloped anchorage and hinges. The seams were analyzed classicaly by their statical influence and normative recommendations. The SCIA Engineer software was used for the analysis of the sloped anchorage.
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Technological steps in the cabin superstructure Nenačovice
Petrásek, Jakub ; Mesiarkin, Jan (referee) ; Henková, Svatava (advisor)
The thesis is focused on construction of the cabin. Solves problems of selected parts of the technological project. Including: technical report, the technological process of log walls, ceiling and roof, building equipment, construction schedule, deployment of machines, quality control, health and safety.
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The timber roof structure of the hotel in Velké Karlovice
Smečková, Veronika ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The aim of my thesis is to assess the roofing design of the mountain hotel, situated on the Great Karlovic, at an altitude of 512 metres above sea level. The height of the structure is 12.0m whilst the base is 12x24m. The first floor is constructed using brick, whilst the second floor and the attic is designed as a timber structure. The roof truss structure has a traditional framework of that time period.
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