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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
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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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Retirement home
Nečinová, Lucie ; Kavan, Kamil (referee) ; Fišarová, Zuzana (advisor)
It handles about a „Retirement home“ named project (3 floors, with a partial basement, building on a slight slope). The base structure is of reinforced concrete strips. The walls of the basement are made with the application of hidden formwork type system BEST. The bearing and non-bearing walls are of majority used silicate bricks. The staircase structure consists of monolithic reinforced concrete 2x brokem slab. For ceilings slab panels, are used Spiroll. The building is finished with a single layered flat roof.
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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
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Retirement home
Nečinová, Lucie ; Kavan, Kamil (referee) ; Fišarová, Zuzana (advisor)
It handles about a „Retirement home“ named project (3 floors, with a partial basement, building on a slight slope). The base structure is of reinforced concrete strips. The walls of the basement are made with the application of hidden formwork type system BEST. The bearing and non-bearing walls are of majority used silicate bricks. The staircase structure consists of monolithic reinforced concrete 2x brokem slab. For ceilings slab panels, are used Spiroll. The building is finished with a single layered flat roof.
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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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