|
|
Viladům Masarykova quarter - Brno
Vémolová, Petra ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor) ; Hradil, Dušan (advisor)
The bachelor thesis deals with the design of new villa building which is placed in Brno-Stranice. The main part of the land is currently a residential building with reference number 1033. The land is boun-ded by the Helceletova street on the east side and Roubalova street on the north side. The building was designed to harmonize with the shape of the land. The skew walls were used for this purpose. The villa has four aboveground floors and one underground floor. The plot is located on a slope. The construction system uses the combined skeleton. The outer peripheral masonry is made of Porotherm ceramic blocks thickness of 300 mm. The columns are from a reinforced concrete, concrete is C25/30, XC1, S4. The horizontal carrier system is composed of a reinforced concrete slabs which are reinforced in two directions. The reinforced concrete is made of C25/30, XC1, S4 concrete and B500/B500B steel. The foundations are designed as a reinforced concrete foundation pads and strips. The foundation pads are from a concrete C20/25 with the gap under underlying concrete C8/10 thickness of 50 mm and they are stored at a depth of -4.010 meters. The foundations under peripheral walls are from the reinforced concrete. The foundation strips are from concrete C20/25 and they are stored at a depth of -4.010 meters too. The windows are folded from the aluminium frames and the insulating double glazing. The architectural emphasis is created by the peripheral walls and the unusual ground plan. The facade is ventilated and is constructed with an air gap. The outdoor tiles are made from the light stone veneer of 20 mm thickness. The flat roof is a warm flat roof with the heated roof drain and overflows. The gradient of the roof is ensured by using the gradient wedge made of expanded EPS polystyren. The moisture barrier layer above the ceiling plate is made from a modified self-adhesive asphalt strip of 1.2 mm thickness. The top layer is designed to bonding the heat insula-tion by polyureth
|
|
|
Library in Hluk
Šimková, Lucie ; Klubal, Tomáš (referee) ; Brzoň, Roman (advisor)
This Diploma Thesis addresses the new building of the municipal library. Building has two floors and one basement. Operation of library is divided into public and private part. In the basement there are technical facilities, storage space and archive of books. In the first floor is space for the readers and coffee bar. In the second floor is study room, conference room and offices to ensure the operation of the library. All floors are equipped with sanitary facilities and room for staff. The building is covered with flat ply roof.
|
|
|
CONSTRUCTION TECHNOLOGICAL PROJECT OF PREFABRICATED HALL IN PARDUBICE
Švub, Daniel ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Diploma thesis deals with construction-technological project of prefabricated steel hall. I put emphasis on technological process of foundation structures. The time schedule of all processes, the cost estimation budget, the inspection and testing plan and the machine set designing are also contained. The building site equipment for excavation and rough superstructure and the coordination plan drawing with transportation roads is designed.
|
|
|
Guesthouse and café
Jášková, Aneta ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
The scope of this diploma thesis is design and processing of the project documentation of the guesthouse along with coffee shop. The proposed object of this thesis is located in the village Čeladná next to the golf course Prosper Golf Resort Čeladná, in the location designated for mixed constructions. One of the double-storeyed, non-cellular object with roofed surface and steep roof. The object is based on the base stripes made of plain concrete and on the reinforced concrete flaps. Carrying, perihepral and dividing walls are designed on the Velox systém. The same systém was used to design roof constructions. In the rooms with excessive width are filled with reinforced concrete columns. Part of the guesthouse and second floor of the coffee shop is designed with ventilated facade with wood paneling ThermoWood. The object is divided in two parts with common entrance section. One part of the coffee shop has ability to handle capacity of 70 guests. Part of the double-storeyed coffee shop is hygienic facilities, kitchen, room for employees, warehouse and mechanical ventilation. Second part of the object is the guesthouse with flat of the manager of the guesthouse. The guesthouse consists of room with hygienic facilities for 18 people, including barrier-free room. The rooms are divided in the first floor on separate units, the rooms with hygienic facilities and the apartments in the second floor has two rooms, kitchen and hygienic facilities. For the next parts of the guesthouse is warehouse clean and dirty laundry and shared kitchen. The whole first floor is designed as barrier-free. In front of the object is the parking lot for 21 cars, which 3 of the parking places are for the cars of the disabled.
|
|
|
Car Center VW Group
Sedláček, Jakub ; Štikar, Jaroslav (referee) ; Nový, Alois (advisor) ; Matějka, Libor (advisor)
Topic of the Bachelor Thesis is a design of the new car centre for VW group. The new building is located at the vacant plot in the city district Brno-Zábrdovice. The main area of the plot is registered as a brownfield number 3402 with former industrial production. The plot is defined by the streets Cejl and Jana Svobody on its north and south boundary, where the connection between those two streets is a typical element of the area. The east boundary is defined by the river Svitava. The plot is slightly sloping to the river. The building is divided into three separate volumes. Each of them is equal to the specific function – showroom, storage and car repair shop for VW, Škoda, Audi and Seat. The designed car centre is a single-storey steel industrial building without cellar. The part of the showroom includes offices on the first floor. The main structural system is defined by the steel frame structure – steel columns and truss girders. Vertical structural elements consist of two U280 steel profiles (showroom) and HEA 260 steel profiles (storage, car repair shop). Horizontal structural elements consist of steel truss girders and steel IPE profiles. Bracing system is designed as a combination of reinforced concrete walls and steel rods. The steel structure is based on reinforced concrete foundation pads with drilled piles. Foundation pads are connected by reinforced concrete strip foundations. The glazed curtain walling of the building’s envelope is formed by Schüco facade system, which is complemented with the significant aluminium shading system of vertical lamellaes Alaris. The rest of the external facades is demonstrated through the Kingspan’s insulated metal wall panels with vertical grooves. Floor and roof structures are defined by trapezoidal sheet with composite concrete slab. Roofing is designed as a warm flat roof with internal roof drains for the whole building. The waterproofing layer is made of SBS modified bitumen membranes.
|
|
|
Gmont Cable Brno
Valešová, Kateřina ; Vostrejž, Dušan (referee) ; Boleslavská, Yvona (advisor)
Bachelor's thesis dealing with new building of factory the GMONT CABLE. Earlier study in the subject AG33 gave form to the following bachelor´s thesis which further develops the study into level of Building permission design and Documentation for execution of the project. The proposed building is located in Brno in the Slatina district at Tuřanka 115. The plot is located on relatively flat terrain, on the south-eastern side there is a gradual change in elevation by 3 meters. There is a terrain break on the northeastern boundary of the site with an elevation change of 3 metres as well. The elevation of the site is around 234.7 m above sea level. Only the northwestern part of the site has been used for the proposed development, the remaining part of the site is earmarked for further potential development. The property consists of a two-storey office building, two production halls and a warehouse area. The whole building is unbasement. The entire building is designed as a skeleton, the administrative part is reinforced concrete, and the production halls and warehouse are steel. The administrative part is based on reinforced concrete footings. The administrative section is approximately L-shaped and is located at the front of the property. The ceilings of the administrative section are executed in front of the facade. The large windows located on the façade are screened by wooden slats. The façade is plastered with white paint. The production halls and the warehouse are clad with white façade panels and the joints of these panels are covered with wooden elements.
|
|
|
Nursing home Ivančice
Blümelová, Adéla ; Kalánek,, Jiří (referee) ; Ostrý, Milan (advisor)
The aim of the thesis is to design and develop project documentation for the new construction of a retirement home. The old age home is located on a piece of land in Ivančice. The building has been designed as a stand-alone building and is divided into two parts SO 01 and SO 02. Part SO 01 has three above-ground floors and a connecting corridor that has four above-ground floors belonging to it. This whole part has a basement. The operation of the laundry and kitchen is located in the basement, which also includes cleaning facilities, a garage, workshop, mortuary and technical facilities. In the first above-ground floor there is a dining room, doctor's office, offices, a cafe and a hairdresser. Rooms are located on the second and third floors. This section is tailored for clients with Alzheimer's disease and senile dementia. There are seven double rooms on each floor. Part So 02 has four above-ground floors without a basement. There are eight double rooms on each floor. Implementation documentation has been processed for only object So 01. The retirement home is based on reinforced concrete footings and belts. The structural system consists of reinforced concrete columns. The perimeter walls in the basement are reinforced concrete. On the above-ground floors, the outer shell is made of infill masonry of ceramic blocks of the THERM type. A reinforced concrete slab is designed as the ceiling structure. The staircase is one piece also made from reinforced concrete. The balcony slabs are prefabricated. The roof is flat. The building envelope is insulated with the ETICS contact insulation system.
|
|
|
CONSTRUCTION TECHNOLOGICAL PROJECT OF PREFABRICATED HALL IN PARDUBICE
Švub, Daniel ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Diploma thesis deals with construction-technological project of prefabricated steel hall. I put emphasis on technological process of foundation structures. The time schedule of all processes, the cost estimation budget, the inspection and testing plan and the machine set designing are also contained. The building site equipment for excavation and rough superstructure and the coordination plan drawing with transportation roads is designed.
|
|
|
Viladům Masarykova quarter - Brno
Vémolová, Petra ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor) ; Hradil, Dušan (advisor)
The bachelor thesis deals with the design of new villa building which is placed in Brno-Stranice. The main part of the land is currently a residential building with reference number 1033. The land is boun-ded by the Helceletova street on the east side and Roubalova street on the north side. The building was designed to harmonize with the shape of the land. The skew walls were used for this purpose. The villa has four aboveground floors and one underground floor. The plot is located on a slope. The construction system uses the combined skeleton. The outer peripheral masonry is made of Porotherm ceramic blocks thickness of 300 mm. The columns are from a reinforced concrete, concrete is C25/30, XC1, S4. The horizontal carrier system is composed of a reinforced concrete slabs which are reinforced in two directions. The reinforced concrete is made of C25/30, XC1, S4 concrete and B500/B500B steel. The foundations are designed as a reinforced concrete foundation pads and strips. The foundation pads are from a concrete C20/25 with the gap under underlying concrete C8/10 thickness of 50 mm and they are stored at a depth of -4.010 meters. The foundations under peripheral walls are from the reinforced concrete. The foundation strips are from concrete C20/25 and they are stored at a depth of -4.010 meters too. The windows are folded from the aluminium frames and the insulating double glazing. The architectural emphasis is created by the peripheral walls and the unusual ground plan. The facade is ventilated and is constructed with an air gap. The outdoor tiles are made from the light stone veneer of 20 mm thickness. The flat roof is a warm flat roof with the heated roof drain and overflows. The gradient of the roof is ensured by using the gradient wedge made of expanded EPS polystyren. The moisture barrier layer above the ceiling plate is made from a modified self-adhesive asphalt strip of 1.2 mm thickness. The top layer is designed to bonding the heat insula-tion by polyureth
|
|
|
Car Center VW Group
Sedláček, Jakub ; Štikar, Jaroslav (referee) ; Nový, Alois (advisor) ; Matějka, Libor (advisor)
Topic of the Bachelor Thesis is a design of the new car centre for VW group. The new building is located at the vacant plot in the city district Brno-Zábrdovice. The main area of the plot is registered as a brownfield number 3402 with former industrial production. The plot is defined by the streets Cejl and Jana Svobody on its north and south boundary, where the connection between those two streets is a typical element of the area. The east boundary is defined by the river Svitava. The plot is slightly sloping to the river. The building is divided into three separate volumes. Each of them is equal to the specific function – showroom, storage and car repair shop for VW, Škoda, Audi and Seat. The designed car centre is a single-storey steel industrial building without cellar. The part of the showroom includes offices on the first floor. The main structural system is defined by the steel frame structure – steel columns and truss girders. Vertical structural elements consist of two U280 steel profiles (showroom) and HEA 260 steel profiles (storage, car repair shop). Horizontal structural elements consist of steel truss girders and steel IPE profiles. Bracing system is designed as a combination of reinforced concrete walls and steel rods. The steel structure is based on reinforced concrete foundation pads with drilled piles. Foundation pads are connected by reinforced concrete strip foundations. The glazed curtain walling of the building’s envelope is formed by Schüco facade system, which is complemented with the significant aluminium shading system of vertical lamellaes Alaris. The rest of the external facades is demonstrated through the Kingspan’s insulated metal wall panels with vertical grooves. Floor and roof structures are defined by trapezoidal sheet with composite concrete slab. Roofing is designed as a warm flat roof with internal roof drains for the whole building. The waterproofing layer is made of SBS modified bitumen membranes.
|
guest ::
