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Detached house Ekoline
Bolješik, Martin ; Kalánek, Jiří (referee) ; Ostrý, Milan (advisor)
This thesis deals with the design documentation of detached house for a family of four or five. The new building is located in the district of the City of Nové Mesto nad Váhom in Nové Mesto nad Váhom catastral-defense. The building is designed with help a technology of aerated concrete blocks YTONG, with both side-carrier system and two floors. The building is covered with a flat roof with one level of roof.
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Implementation of warehouses in Brno Podoli, alternative solutions envelope
Boucník, Jan ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
This bachelor thesis deals with the variant solution envelope warehouse and office building in Brno Podolí. The first variant is designed as a skeletal structure with masonry infill made of aerated concrete blocks Ytong with external thermal insulation composite system. Also there are dealt with internal plaster and filling holes. The first variant includes technical report, technological specifications, the situation of building with wider relationships routes, bills of quantities, itemized budget, principles of organization of construction, technical report for site equipment, time schedule, design mechanical assembly, inspection and test plans, safety and health work, assessment of thermal cladding, drawing of site preparation and drawing details. The second variant is also designed as a skeleton construction, but as sheathing circuit will be used for facade sandwich Kingspan panels. Part of the second variant are the technological specifications, bill of quantities, itemized budget proposal mechanical assemblies, time schedule, drawing of the site preparation. Both variants will be compared in terms of time, financial, technology, machine designs and building equipment.
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Family house
Plávková, Pavla ; Ing.Lucie Fidlerová (referee) ; Spáčil, Miroslav (advisor)
This work deals with family house in cadastral of territory Chlum. The building is in the north-eastern slope. Family house have one floor in the underground and two aboveground. House have classical symmetrical gablet roof. House have L shape. Ground floor don‘t contains residental rooms. 1st floor consist of entrance hall, study room, stairs, corridors, small bathrooms with toilet, winter garden, living room and kitchen. 2nd floor consist of corridors, guest rooms, bedroom with dressing room, children´s room and balcony. The facade isn‘t intendet. Before entering in the building, there are an outdoor stairs, covered with shed roof. House disposition is proper for pernament habitation 4-6 persons, disposition 4+1.
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Influence of technical and natural seismicity on building structures with focus on structures of masonry materials
Čada, Zdeněk ; Králik,, Juraj (referee) ; prof. Ing. Alois Materna, CSc., MBA (referee) ; Krejsa,, Martin (referee) ; Salajka, Vlastislav (advisor)
The dissertation deals with selected issues in the field of the calculation of the response of building structures which are excited with dynamic non-stationary displacement loading of its ground. Seismic load has been assumed. Procedures, how to work with seismic records with respect to the accuracy of dynamic calculations, how to modify the response spectrum to ensure the reliability, how to generate synthetic accelerogram requiring more accurate response, are recommended. Synthetic akcelerogram has been generated by own approaching, which has been used as the excitation function in the experimental seismic testing of autoclaved concrete brick building in model scale. Response values of motion in the measured points of the experiment were compared with the linear and nonlinear dynamic calculations by using the finite element method models. Different levels of detail of the numerical models have been used. The shear wall behaviour has been modelled by using constitutive models with brittle failure as well as using of non-linear interaction interface with possible delamination between the masonry bricks. The behaviour of the mathematical model of wall systems has been calibrated with respect to the measured data at shear wall experiments in real and model scale of walls.
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Reconstruction of TJS Mistrice Football Complex
Vašíček, Jiří ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
Civil freestanding areal, with main building and two fields (small and normal foofball fields) Bulding have 2 parts. Parts of original is reconstruction and adjustment 2 floors. Second building is completly now, both of this parts are cross connection on the 3rd floor. Construction of foundation are strapped foting and on strip foundation. Ytong brick, hangr Spiroll . Roof is flat. Civil part of building are using for invalid people.
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Price analysis of building with changes of construction materials
Pospíšil, Petr ; Vovesný, Jan (referee) ; Aigel, Petr (advisor)
The following bachelor thesis concentrates on the analysis of construction expenditures dutiny the process of introducing material and construction changes. We have selected four variant of the given construction systems supplied by four different providers. This has been conducted under the following condition: all the four variants has a common heat transfer coefficient. U= 0,14 [W/m2K]. Among the selected systems we have included Heluz, Velox, Porotherm and Ytong. Under Heluz system we have chosen Heluz Family, ground surface, thickness 500 mm. This system does not involved contact insulation. As for Porotherm, we have decided for ceramic breeze blocks Porotherm 30, thickness 300 mm, to follow the obligatory common heat transfer coefficient, therefore we have also suggested contact insulation as of 220 mm. The third system, Velox permanent boarding, VELOX WS EPS PLUS thickness 420 [mm]. This system fully complies with the heat transfer coefficient requirements. Finally, we have used Ytong breeze blocks 300 mm in thickness. For this solution there also arose a need to design the contact insulation to follow the heat transfer coefficient requirements. For ech project variant we have designed project documuntation as a the basis for further budget item calculations pertinent to each single project variant. The item budget calculation was made using KROS PLUS programme. The overall budget prices and variables in each project variant have been comapred with each other, the data processed into several graphs accordingly. Among the variables we have included ground works, founding, vertical and complete constructions, horizontal constructions, surfaře finishing works, flooring and filling works, thermal insulations. Furthermore, purchasing prices for each invividual type of material, based on provider prices list, have been compared with prices as given by KROS PLUS programme.
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Family house with relaxation center
Veselý, Tomáš ; Klubal, Tomáš (referee) ; Brzoň, Roman (advisor)
The Bachelor thesis topic is a project of a detached house with relax center. The house is designed as two storey basementless brick building with a pitched roof. The 4 bedrooms layout fulfills the design for 4 family members. The relax center is builded from twoo workers and fours customers. The entrance is situated in the northwest part of the house. From which we get into the hall of which is open to the kitchen and living room, staircase room, utility room and WC. On the second floor there are two children's bedrooms, bathroom, WC and livingroom. All of the bedrooms are enterable form the hall and have southern view. In the relax center are twoo masage room with shower, room from workers and the toilets. There is garage and one place under roof from parking twoo cars. It is a brick building of systém YTONG. The roof is supported by VEDAFORM.
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The Church housing /Brno-Lesná/
Bělehradová, Věra ; Ing. arch. Petra Žalmanová, Ph.D (referee) ; Šindlar, Jiljí (advisor)
This bachelor thesis is based on the studio project of the subject Interior. It develops architectural study of the church of the Blessed Mary Restituta situated in Brno in district Brno-Lesná. The building is the extension of the current Spiritual Center, where the Catholic religious services were held so far, but its capacity is no longer sufficient. Building land is gently sloping character, is positioned in the housing estate, close to the tram loop Čertova Rokle. The entire extension consists of two structural units, the first is expansion space of the current Spiritual Center in its own original cubic mass, and the second is church building, designed as a separate structure that follows the extended part of the Spiritual Center. All three parts, the current Spiritual Center, its expansion and new construction of the church are directly connected to a long corridor, which branch out in the area of a new cubic expansion of the original mass and connects to the mass of the nave in two locations with facilities necessary for the operation of the church. All areas are mostly two-storey. Over part of the nave is second floor space with gallery, under the current Spiritual Center is the ground floor with underground garage and technical facilities. In the new expansion of the Spiritual Center is a building only single-storey. The supporting structure of the church is a reinforced concrete wall system, supporting system of the roof structure is made up of solid glulam timber truss. The supporting structure of the extension of the original cubic mass, where the church facilities is located, is designed as a wall system of Ytong blocks. The supporting part of the roof structure is made up of panels Spiroll. The house is founded on reinforced concrete foundation strip, the current support system is the skeleton with reinforced concrete foundation block. The facade of the building is solved by a traditional plaster, glass parts and copper perforated panels.
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Familly house
Boor, Peter ; Dostálová, Darina (referee) ; Spáčil, Miroslav (advisor)
The topic of the bachelor´s thesis focuses on the solution of the house in the city of Nitra. The house has a partial basement with two floors and comprises living spaces. The building contains also the arrivals level, downhill ramp, parking area in front of the garage, patio, outdoor stairs and garage located in the basement of a residential building. Floor plan of the house has a varied shape due to the use of diverse materials with two pent and one flat walkable roof. The house will be located on steep terrain. Entrance to the house is situated to the northeast. During the construction of the object system was used Meccato, Ytong.
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Detached House
Kurillová, Monika ; Chuchma, Lukáš (referee) ; Smolka, Radim (advisor)
Bachelor’s thesis is focused on solving project documentation detached house. The locality of interest is Borovany. The building is designed with two floors, without underground, from the systém Ytong. The roof is shed.
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