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Design of the RC slabs of the flat house
Reinoha, David ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The topic of the bachelor thesis is a new two-storey production building with an administrative part on the second floor and a production space on the ground floor The bachelor thesis deals with the static assessment of selected main bearing elements of the whole building in details for building permit. The main vertical supporting structure here is peripheral ceramic masonry, which is bounded by iron-concrete wreaths at the level of each of the two floors. The building is roofed with wooden nailed roof trusses placed on an in to wall-anchored wooden beam. The main supporting horizontal structure forming the ceiling between the first and second above-ground floors is made up of prefabricated Spiroll ceiling panels, which are placed on the stiffening wreath 1NP. The foundation structures are made of a monolithic concrete waist and consequently of a prefabricated lost formwork.
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Low-cost Accomodation for Young
Uchytil, Stanislav ; Závorková, Kateřina (referee) ; Králová, Zuzana (advisor)
This thesis describes the design of a low-cost Accommodation for Young people. It is an apartment building on 5 floors above ground, designed primarily as a starter housing for young people. The first floor is completely wheelchair friendly and there are 3 apartments for for wheelchair users (1x2+KK, 2x1+ KK) . In the second and third floors is a total of 20 flats (1 bedroom apartment). The fourth and fifth floor consists of 5 maisonette flats (2+KK) with access to the terrace. The house is based on the foundation walls and footings. The structural system consists of load-bearing walls POROTHERM and internal reinforced concrete columns and beams. Ceiling construction consists of of panels SPIROLL and a reinforced concrete slab. The house has two roof construction, flat monotube roof (terrace) and a sloped gable roof formed by wooden rafters. The house is situated on a large grassy area, which forms the park for rest and relaxation. On the property is a parking lot along access roads with a total of 32 parking spaces.
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Probability based method of reinforced concrete member approach
Sigmund, Václav ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
This thesis deals with the assessment of reinforced concrete elements using a fully probabilistic approach and its comparison with the method of partial reliability factors. This method of ultimate limit state design will be applied to determine the ultimate limit state of reinforced concrete column loaded by a combination of "N + M", the normal force and bending moment. Specifically, I will solve a circular reinforced concrete column with and without the effect of wrapping unidirectional carbon fiber fabrics and comparing the theoretically determined values with the values determined by experiment, which is carried out at the Institute of Concrete and Masonry Structures Faculty of Civil Engineering of the Technical University in Brno.
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Residential Complex in Brno - Komín
Pospíšilová, Zuzana ; Kubínová, Šárka (referee) ; Makovský, Zdeněk (advisor)
This design is based on the site's strong potential in regards to its attractive location near Brno city centre and at the same time its proximity to nature. The solution of volumes results from an effort to create a system of public through private spaces while maintaining the continuity of the whole. This residential complex can offer apartments of all sizes, from flatlets to five bedroom flats and even houses. It also provides its neighborhood with new possibilities to shop and to spend time outdoors.
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Design of the RC slabs of the flat house
Reinoha, David ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The topic of the bachelor thesis is a new two-storey production building with an administrative part on the second floor and a production space on the ground floor The bachelor thesis deals with the static assessment of selected main bearing elements of the whole building in details for building permit. The main vertical supporting structure here is peripheral ceramic masonry, which is bounded by iron-concrete wreaths at the level of each of the two floors. The building is roofed with wooden nailed roof trusses placed on an in to wall-anchored wooden beam. The main supporting horizontal structure forming the ceiling between the first and second above-ground floors is made up of prefabricated Spiroll ceiling panels, which are placed on the stiffening wreath 1NP. The foundation structures are made of a monolithic concrete waist and consequently of a prefabricated lost formwork.
|
|
|
Probability based method of reinforced concrete member approach
Sigmund, Václav ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
This thesis deals with the assessment of reinforced concrete elements using a fully probabilistic approach and its comparison with the method of partial reliability factors. This method of ultimate limit state design will be applied to determine the ultimate limit state of reinforced concrete column loaded by a combination of "N + M", the normal force and bending moment. Specifically, I will solve a circular reinforced concrete column with and without the effect of wrapping unidirectional carbon fiber fabrics and comparing the theoretically determined values with the values determined by experiment, which is carried out at the Institute of Concrete and Masonry Structures Faculty of Civil Engineering of the Technical University in Brno.
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|
|
Low-cost Accomodation for Young
Uchytil, Stanislav ; Závorková, Kateřina (referee) ; Králová, Zuzana (advisor)
This thesis describes the design of a low-cost Accommodation for Young people. It is an apartment building on 5 floors above ground, designed primarily as a starter housing for young people. The first floor is completely wheelchair friendly and there are 3 apartments for for wheelchair users (1x2+KK, 2x1+ KK) . In the second and third floors is a total of 20 flats (1 bedroom apartment). The fourth and fifth floor consists of 5 maisonette flats (2+KK) with access to the terrace. The house is based on the foundation walls and footings. The structural system consists of load-bearing walls POROTHERM and internal reinforced concrete columns and beams. Ceiling construction consists of of panels SPIROLL and a reinforced concrete slab. The house has two roof construction, flat monotube roof (terrace) and a sloped gable roof formed by wooden rafters. The house is situated on a large grassy area, which forms the park for rest and relaxation. On the property is a parking lot along access roads with a total of 32 parking spaces.
|
|
|
Residential Complex in Brno - Komín
Pospíšilová, Zuzana ; Kubínová, Šárka (referee) ; Makovský, Zdeněk (advisor)
This design is based on the site's strong potential in regards to its attractive location near Brno city centre and at the same time its proximity to nature. The solution of volumes results from an effort to create a system of public through private spaces while maintaining the continuity of the whole. This residential complex can offer apartments of all sizes, from flatlets to five bedroom flats and even houses. It also provides its neighborhood with new possibilities to shop and to spend time outdoors.
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