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The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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Accommodation
Grbálová, Lucia ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
The subject of the master’s thesis is elaboration of the complete project design documentation of accommodation. The object is designed as a double-star boarding house with stables and a caretaker's flat. It is situated in the village Pružina-Chmelisko, on recreation grounds. The object of the boarding house is divided into three above-ground floors and one underground floor. The roof structure is designed as a gable roof. The stables are single-storey buildings with partially used attic above the caretaker’s flat. The roof structure is gabbled. The carrier system of the boarding house consists of clay blocks and a monolithic, reinforced concrete floor slab. The stables’ carrier system is designed as a wooden joist floor, ceramic fittings are slated for filling. Within specialization is the solution of fire safety assessment of both buildings, thermal technical assessment, assessment of acoustics and lighting of the boarding house.
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Restoration of masonry building
Hubený, Radim ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The final thesis is focused on restoration masonry building. Concretely assessment of resistance joist's floors, design alternative's strengthening and impact of surcharge on pronounces constructions. The choice one of alternatives strengthening, design and check of floor structure over the second floor.
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Apartment building
Sedláková, Zuzana ; Ladomirjáková, Jitka (referee) ; Sobotka, Jindřich (advisor)
This bachelor theses deals with making of desing documentation for an apartment building. The building is designed as a terraced house situated in the centre of Podivín town. It has 4 above-ground floors (3 floors + attic rooms) and 1 basement. There are 2 enters in the building – both are designed in the ground floor. The main one is situated in the part of the house that heads towards the street and the other one is situated in the back of the apartment building next to the car park. There will be 6 apartments in the building. In the ground floor there will be situated apartments for the disabled people. In the second and third floor there will be typical apartments. The apartments in the third floor will be maisonette apartments. The above-ground part of the building is made of clay masonry and the basement is made of hollow concrete blocks. Ceilings will be made of prestressed concrete panels and the ceiling above third floor is designed as the joist floor. There are designed two types of roofs – pitched and flat roof.
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Structural assessment of the existing reinforced-concrete frame structure of the production building
Pražan, Jiří ; Krůpa, Pavel (referee) ; Girgle, František (advisor)
The diploma thesis deals with the structural assessment of the existing reinforced concrete frame structure of the production building. The structure under consideration is carried out as a reinforced concrete monolithic frame structure with a discrepancy of 6,15 x 6,15 m (axis). The object has a rectangular plan of 13 x 9 fields. The total dimension is 56 x 81m and is divided into three dilation units on all floors by two inserted 3,65 m wide fields. The building has three above-ground floors and one underground floor. The construction height of the basement is 3,675 m, above ground level 4,0 m. On the west side of the building (axis A) are three reinforced concrete elevator shafts with a dimension of approximately 4,5 x 3,8 m. The envelope and inner partitions are made of bricks full of burned. The work shall include a static assessment of the status quo, a determination of the load capacity and a proposal for appropriate adjustments to ensure static reliability.
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Accommodation
Grbálová, Lucia ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
The subject of the master’s thesis is elaboration of the complete project design documentation of accommodation. The object is designed as a double-star boarding house with stables and a caretaker's flat. It is situated in the village Pružina-Chmelisko, on recreation grounds. The object of the boarding house is divided into three above-ground floors and one underground floor. The roof structure is designed as a gable roof. The stables are single-storey buildings with partially used attic above the caretaker’s flat. The roof structure is gabbled. The carrier system of the boarding house consists of clay blocks and a monolithic, reinforced concrete floor slab. The stables’ carrier system is designed as a wooden joist floor, ceramic fittings are slated for filling. Within specialization is the solution of fire safety assessment of both buildings, thermal technical assessment, assessment of acoustics and lighting of the boarding house.
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|
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Apartment building
Sedláková, Zuzana ; Ladomirjáková, Jitka (referee) ; Sobotka, Jindřich (advisor)
This bachelor theses deals with making of desing documentation for an apartment building. The building is designed as a terraced house situated in the centre of Podivín town. It has 4 above-ground floors (3 floors + attic rooms) and 1 basement. There are 2 enters in the building – both are designed in the ground floor. The main one is situated in the part of the house that heads towards the street and the other one is situated in the back of the apartment building next to the car park. There will be 6 apartments in the building. In the ground floor there will be situated apartments for the disabled people. In the second and third floor there will be typical apartments. The apartments in the third floor will be maisonette apartments. The above-ground part of the building is made of clay masonry and the basement is made of hollow concrete blocks. Ceilings will be made of prestressed concrete panels and the ceiling above third floor is designed as the joist floor. There are designed two types of roofs – pitched and flat roof.
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Structural assessment of the existing reinforced-concrete frame structure of the production building
Pražan, Jiří ; Krůpa, Pavel (referee) ; Girgle, František (advisor)
The diploma thesis deals with the structural assessment of the existing reinforced concrete frame structure of the production building. The structure under consideration is carried out as a reinforced concrete monolithic frame structure with a discrepancy of 6,15 x 6,15 m (axis). The object has a rectangular plan of 13 x 9 fields. The total dimension is 56 x 81m and is divided into three dilation units on all floors by two inserted 3,65 m wide fields. The building has three above-ground floors and one underground floor. The construction height of the basement is 3,675 m, above ground level 4,0 m. On the west side of the building (axis A) are three reinforced concrete elevator shafts with a dimension of approximately 4,5 x 3,8 m. The envelope and inner partitions are made of bricks full of burned. The work shall include a static assessment of the status quo, a determination of the load capacity and a proposal for appropriate adjustments to ensure static reliability.
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Restoration of masonry building
Hubený, Radim ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The final thesis is focused on restoration masonry building. Concretely assessment of resistance joist's floors, design alternative's strengthening and impact of surcharge on pronounces constructions. The choice one of alternatives strengthening, design and check of floor structure over the second floor.
|
|
|
The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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