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Roofing of the New Apartment Building in Rajhrad
Houha, Jan ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Content of this bachelor’s thesis is solving of technological stage of roofing of the new apartment building in Rajhrad. Roof is designed as a cold mono-pitched roof consists of metal plate-connected timber truss. Detailed procedure of assembly of the bearing timber structure and the roof sheathing is provided in specifications. Control and test plans, budget and schedule are elaborated for stage of the building roofing. The bachelor’s thesis contains technical report of the building, suggested construction site installations, proposal of suitable machines and mechanisms required for the given stage, further it solves wider relations of transport lines to construction site and occupational safety and health.
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Guesthouse Repechy - renewal and extension of farmhouse
Mokrý, Stanislav ; Janok, Jakub (referee) ; Sátora, Josef (advisor) ; Matějka, Libor (advisor)
The subject of this bachelor thesis is the reconstruction of a neglected farm in a small village Repechy at Drahany Highlands. The original layout was traditional square with an inner courtyard. Later the building was completely rebuilt inappropriately (demolition of interior walls, roofing over the courtyard) and used for breeding cattle. The investor intend to reconstruct and extend the building so it can be used as a guesthouse providing additional features – a restaurant, a gym and an indoor pool with whirlpool, which are accessible to accommodated and external visitors. Estimated capacity is approximately 50 beds and the same number of seats in the restaurant. Due to the poor state of the majority of structures, only a small part of the original building is preserved, namely the northeast wing which was originally used as a residential area. The original walls and beamed ceilings are complemented by a new reinforced concrete shear ring and a new ceiling slab (for comparison height levels of floors in the 2nd floor and probably insufficient bearing capacity of the original ceiling). New parts of the building are built using the NOVATOP construction system of prefabricated panels made of solid wood. Under this system are resolved both outer and interior walls, ceilings and roof. Roof covering is made of fibre-cement roof tiles. Insulation is made mostly of wood-fibre boards by STEICO. The design of exterior of the building is using two colors - pure white plaster uniting old and new parts and platinum gray highlighting selected elements (cornices, window and door jambs).
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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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Study of static behaviour of selected agricultural objects
Horský, Vojtěch ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
This thesis deals with the study of static behavior of agricultural buildings, evaluating their existing state using two-dimensional and three-dimensional construction models. Elements that serve to improve static effects of constructions are implemented into these models or replace the currently used elements. Strains of the modified constructions are calculated are applied to qualify the implemented elements and designed joints.
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The Roofing of the Sport Hall
Tichák, Tomáš ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The main purpose of this work is a design of timber frame roofing structure for multi-purpose sports hall. The building has rectangular shape 50 meters long, 35 meters wide and 16 meters high. Main support element is glulam timber two-hinged arch. Structure consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. This document includes design, internal force enumertion ans structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
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Timber load bearing structure of a hotel building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The bachelor’s thesis deals with the design and assessment of the timber load bearing structure of a hotel building in Kouty nad Desnou, Jeseníky, at an altitude of 606 metres above sea level. The object has a rectangular shape with dimensions approximately 36x16m. The lower part of the structure is designed as a two-floor heavy frame and an attic. The columns are designed as swinging angles, and stiffening is solved by a set of bracings and struts. The roofing of the object is solved by purlin truss system with a triple vertical stool. The emphasis is placed on the use of commercially available timber beams. The sheathing of the structure will be solved by Fermacell gypsum boards.
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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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Multipurpose barnbuilding
Janírek, Karel ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The content of the bachelor thesis is a proposal and evaluation of the timber construction of multipurpose barnbuilding. It is used for breeding and presentation of animals, especially horses. The building is situated outside the urban area near the Jeseník municipality. Plan dimensions of the hall are 25,0 x 44,0 m. Height is 12,5 m. It is a curved construction of glued laminated timber. The hall is made of 12 cross – binding – triple joint arches in the shape of circle. Individual cross – binding are distanced 4,0 m. The stability of the whole construction is toughened by 3 areas of bracing. Plan dimensions of the stable are 7,0 x 64,0 m. Height is 4,515 m. Construction of the stable consist set of 17 frames of glued laminated timber, distanced 4,0 m. The stability of the whole construction is toughened by 2 areas of bracing. The calculations were made in compliance with the Czech technical norms ČSN EN.
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Static solution of timber structure
Burza, Martin ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
The Bachelor thesis is focused on an analysis of a wooden house truss. The first part deals with the load acting on spatially complex roof structure which is modeled in the Scia Engineer 2012 analysis software. Furthermore, the work considers the most stressed cross sections of wood elements and selected joints. In conclusion, the Bachelor´s thesis evaluates the original construction design.
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