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Sports and Rehabilitation Center
Langenberger, Adam ; Maceková, Věra (referee) ; Myslín, Jiří (advisor)
This master´s thesis elaborates a project documentation of sports rehabilitation center in Brno–Bystrc. The building object is four-storeyed and a partial basement. On the basement floor there is a pool with sauna, gym and fitness with support to assist for all activities offered. On the ground floor there is an entrance, reception for accommodation, restaurant and kitchen for the restaurant. The 2nd overground floors is determined by the rehabilitation clinic. On the grand and overground floor are designed sanitary appliances for the restaurant and patient surgeries. There are projected 9 apartments for weekend accommodation. Apartments allow access to the terrace. Foundations are made strip foundations. The building object is bricked and insulated with ventilated facades. Load bearing structure of the roof create roof trusses.
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EVALUATION OF MASONRY BUILDINGS STATIC SECURING EFFECTIVENESS
Ledvoňová, Monika ; Šulák, Pavel (referee) ; Šulák,, Pavel (referee) ; Pospíšil,, Pavel (referee) ; Cikrle, Petr (advisor)
The theses looks into the evaluation of the efficiency of statical support of masonry buildings based on the measurements of changes to the crack width of the building. Monitoring of building is one of the main tools for their evaluation, in addition to the initial inspection and survey. In this way, monitoring is given in standards, for example in ČSN ISO 13 822 Bases for design of structures – Assessment of existing structures [1]. The first theoretical part is focused on defects and failures of brick masonry and methods of its monitoring, especially the measurement of displacements in cracks in masonry buildings with a special focus on the use of Hollan crack measurement gauge. The research part listed chronologically alternatives of structural support, both implemented during the construction works or afterwards. The comprehensive chapter then describes in detail wrought iron rods, this work deals with the testing of these rods in its laboratory part. The entire issue of practical part closely focuses on masonry estates built between the 1850s and 1950s and it is divided into two separate chapters. One part deals with laboratory tests of wrought iron rods, as one of the main reinforcing elements of historic masonry buildings that belong to the period in question. These elements were tested non-destructively (tests using a hand-held hardness tester and a hand-held X-ray analyzer) and subsequently also subjected to destructive testing, in which tensile tests of these rods were performed, including their joints. The subsequent practical part is focused on the complex monitoring of a selected brick building, which was damaged by bordering construction activities, specifically the construction of a multi-storey residence in its immediate vicinity. The results of this measurement enabled the design of a methodology for monitoring multi-storey masonry buildings, which completes and concludes the whole topic.
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Gaff by the pond
Vondra, Miloš ; Mizerová,, Lenka Smolková (referee) ; Smolka, Radim (advisor)
The project involves the design and solution of a restaurant with dance floor and accommodation. This includes a new building on land plot 389/1, 389/3, 389/4, 1632/2, 1632/3, 1634/9, located in the town of Čáslav. Access to the building and layout inside the building is barrier-free. The restaurant is designed for a capacity of 120 people to sit. The total bed capacity of the pension is 14 beds. One double room is designed for barrier free use of the accommodation unit. The structural system of the object is masonry, with additional elements of the cast-in-place concrete frame. At the site of the largest span are designed reinforced concrete columns and dimensioned 0.3 x 0.3 m with a maximum centre to centre spacing of 5.31 x 5.775 m. Basement masonry is supposed to be from permanent shuttering. The masonry part of the building at the groundfloors is made from ceramic blocks of type POROTHERM with 300 mm thickness. Internal loadbearing masonry and not loadbearing masonry walls are built from ceramic blocks of POROTHERM with thickness 250, 150, 80 mm, or plasterboard partition with thickness 155 mm. The building is insulated with a contact insulation system. The (exterior) building envelope is designed with a ventilated air gap. The floor structure is supposed to be from reinforced concrete monolithic slab. The building is roofed with a flat roof with a single-layer flat roof with a classical layout. Above the restaurant will be an extensive green roof.
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Sportovní centrum "Fit Body"
Janíček, Vít ; Jelínek, Petr (referee) ; Vajkay, František (advisor)
Master thesis processes documentation for the realization of the new building of the multi-functional sporting centre. Object is designed as the two storey building with the external thermal insulation system ETICS. Object is designed according to the appropriate legislation. Object fulfills demands for the low-energy standard. Building is without cellar with the flat warm roof. Load bearing constructions of the floor ceilings are made out of prestressed concrete panels SPIROL. Load bearing construction of the hall roof is made of the glulam timber beams and purlins with the bracing.
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Multifunctional building
Růžička, Antonín ; Třeštíková, Jana (referee) ; Berková, Petra (advisor)
Diploma thesis Multifunctional building is compiled in the form of project documentation. The building is located in Brno, Vinařská street. It´s a building with four overground floors designed primarily to housing and one underground floor, which is mainly used as collective garage. The building will be made from POROTHERM blocks with the mineral heat insulation. The ceilings will be made of reinforced concrete. The building has a single-layer flat roof.
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Reconstruction of residential building
Pavlíček, Jan ; Tichomirov,, Vladimír (referee) ; Novotný, Miloslav (advisor)
The subject of this final thesis is prepared detailed project documentation for the reconstruction of apartment building on Karáskovo Square in Brno - Židenice. The existing building is rectangular and is a part of a apartment terraced buildings. Residential building has a basement and three floors and an attic. The main entrance is oriented to the southwest. Foundation structures are concrete, vertical support system is a brick wall, roof structure is wooden roof standing stool with pleated ceramic tiles.
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Residential Building
Langenberger, Lukáš ; Maceková, Věra (referee) ; Myslín, Jiří (advisor)
Thesis elaborates project documentation for new residential building in Prague 8 - Karlín. The building has five floors without a basement. In 1.NP are located collective garages for cars, garage - parking for bicycles and motorcycles, a cellar for residential units and the main entrances to the building. 2.NP - 5.NP is reserved for housing. The apartment building has three types of units with different layout arrangement - 2 + kk, 3 + kk, 4 + kk and one unit for persons with disabilities. Each apartment has its own entrance to the balcony. Inputs to the roof are placed above the 5th floor Foundations are designed as footings under reinforced concrete columns with a combination of the base plate. The building is in 1.NP reinforced concrete combined with brick infills. 2.NP - 5.NP is brick. The roof is designed flat.
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Current evaluation of technical conditions existing building
Kopečková, Hana ; Láník, Jaromír (referee) ; Schmid, Pavel (advisor)
This thesis deals about the methodology, implementation and evaluation of diagnostic work of units and structural elements of the residental building built on Gorkého street in Brno. The building is located in the premesis of the vicinity of The Faculty of Arts, where was the extensive reconstruction and also the final extension. The survey was conducted for this reason . The experimantal part of the thesis include a static assessment of the mansory wall.
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Family House with Workroom
Ćmielová, Iwona ; Potužník, Michal (referee) ; Mátl, Miroslav (advisor)
The subject of this bachelor’s thesis is the new building of family house with workroom (hairdresser’s) in Návsí. The family house is located on flat land on the outskirts of the village. The building does not have a basement and has two above – ground floors. In the first floor there is a workroom and entrance to the living area. The house is designed for a family of four. The building is made of wall construction system Porotherm, the roof of the house and the workroom is gabled. The project will also include the parking lots and pavements.
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Fire Station
Hořák, Michal ; Jelínek, Petr (referee) ; Struhala, Karel (advisor)
The diploma thesis includes a new building of the fire department. The building is located in Valašské Klobouky, along Brumovská street. The main entrances to the buildings are oriented to the west. It is a two-storey building, in part a basement. The construction system is bricked. The object is covered with a flat and sloping roof.
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