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Basement model of the house in Revit
Vystavěl, Ondřej ; Volařík, Tomáš (referee) ; Berková, Alena (advisor)
The aim of my bachelor thesis is to make a model of basement of a slab block in software Revit Architecture. In the theoretical part of my thesis my aim was to make out chapters of methodical manual. The thesis mainly mentions chapters concerning how to use the work environment, preparatory work for modelling, creation of walls, building foundations and graphical outputs. Work with point cloud is outlined in the thesis as well. Solution of discrepancies between bases which was found out during work is also described.
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Load bearing structure of multifunctional house
Martínek, David ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master´s thesis is based on analysis and design of a load-bearing structure of multifunctional house. The main load-bearing elements in the vertical direction are the monolithic reinforced walls and the main load-bearing elements in the horizontal direction are monolithic reinforced concrete plates. The connection of individual floors is made of monolithic reinforced concrete staircases. The foundation of the building is realized through a system of strips foundation. Design drawings are made to selected elements of the structure.
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Sports center
Florek, Jozef ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
The project deals with structure design of a new – built sports centre with the capacity up to 120 persons. It is situated in the sports grounds of Zákamenné in a flat terrain lot with area of 21 811 m2. The building wasn´t designed for disabled people, it is designed with partial basement, it has got two floors with irregular shape and the floor area of 752,44 m2. On the first floor the building is split into two sections - northern, which is the sports part and southern. which is the facilities part (café, entrance to flat,...). On the second floor there is a caretaker´s flat in the southern part, northern part serves mainly for administration purposes. The northern part also offers access to a non-public terrace. Basement is situated under southern part and serves technical facilities of the buildiung. The support structure system consists of concrete strips foundations, supporting wall system built with Ytong aerated concrete blocks, the ceiling system is made of reinforced concrete floor, which also supports construction of a warm flat roof.
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Concrete basement structure of family house on the slope
Čípek, Luboš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This thesis focuses on design and assessment of load-bearing elements of a cast-In-place basement of a family house in Vranov. The thesis also includes a report about static analysis and the implementing engineerig report, vizualization of implementing, structural design report and the drawings of formworks and reinforcement. The calculation of the internal forces on floor slab over the basement was performed by the Dlubal RFEM software.
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Application of perennials in a system of vertical garden
Kozderová, Viola ; Matiska, Pavel (advisor) ; Pavel, Pavel (referee)
The thesis Application of perennials in a system of vertical garden aims to verify the cultivation of selected assortments of perennials which are planted in vertical exterior walls with substrate technology. Another aim is to suggest and recommend new taxa for further cultivation on these walls.
The literary research part presents the basic concepts which explain the term perennial. Perennials are divided into several categories depending on their demands for the habitat with the purpose to understand the varied character of their growth and the differences between the individual species. Furthermore, the thesis includes a chapter on vertical gardens, whose founder is believed to be the French botanist Patrick Blanc. He was the first to have presented his green wall Mur végétal in France. Facade greening is more widely spread abroad (e.g. in France, Singapore or London) thanks to the favourable climatic conditions. This form of plant cultivation is being attempted in the Czech Republic and new species of perennials which would thrive in the local climate are being tested.
Testing of perennials was carried out on five vertical walls on the estate belonging to the test station of the faculty of gardening in Troja, Prague. The walls were marked with letters and stationed according to sun exposure intensity (A shadow, B, C, D sunlight, E direct sunlight). A new assortment of perennials was planted on walls A and B. Previously tested species were used on wall C and the plants were set in an ornament. Walls D and E had already been planted. All the walls were regularly monitored three or four times per month. Over the course of the observation, regular watering and maintenance of the perennials were carried out (e.g. weeding, cutting and chemical treatment).
Assessment of the plants was carried out based on a scale of 1 to 5 points and the criteria included colouring, habitus, vitality and overall aesthetic appeal of the plants. Points for the individual species of perennials tested on walls A, B, D and E were counted and the ones with the highest amount of points (60% and more) are suitable for planting on vertical walls. Wall C was assessed by 50 evaluators using a questionnaire the overall aesthetic appeal of the wall was evaluated.
The results briefly describe the advantages and disadvantages of the individual species of perennials depending on their development during the observed period. Furthermore, a list of species suitable for planting on vertical walls is created based on the points acquired. These species are also graphically depicted based on the aesthetic appeal of the plant over the observed period. The first six places comprise the perennials Bergenia cordifolia (198 p.), Carex comans (187 p.), Epimedium x versicolor Sulphureum (171 p.), Cerastium biebersteinii (222 p.), Lewisia cotyledon (210 p.) and Festuca scoparia (207 p.).
The discussion deals with the issue of vertical gardens and cultivation of perennials which commonly grow in shallow soil profile.
In conclusion, species which can be grown on vertical exterior walls with substrate technology were identified in the assortment of selected perennials. These species are indicated in the results.
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Cast-in-place basement of cottage in Kronfelzov
Renczes, Gábor ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a cast-in-place basement of a cottage in the town Kronfelzov. The thesis includes a technical report, static analysis, drawing documentations and visualizations. The calculation of the internal forces was performed by the software Scia Engineer. The drawing documentation consist of a shape and reinforcement drawings of the supporting parts.
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Concrete structure covered parking for apartment buildings
Vyhnalíková, Kateřina ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of diploma thesis is a design and an assessment of selected structural elements of one floor in monolithic concrete structures serving as covered parking for an apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with software results. It also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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Home for the elderly
Zboranová, Monika ; Procházka, Martin (referee) ; Sobotka, Jindřich (advisor)
The project deals with structure design of a new – built house for elderly with accommodation capacity up to 28 persons. It is situated on the south side of the village Papradno in a flat lot with area of 6018,4 m2.The house for elderly was designed for disabled people, it has got two floors with irregular shape and the floor area of 920,83 m2 . On the first floor there is an accommodation part of building situated on the southwest side and there is an another part of building where are situated rooms like (kitchen for serving meals, dining room, boiler room, changing room for employee...) it is situated on the northeast side. On the second floor there is an accommodation part of building it is identical as in the first floor. And the another part of second floor it has got rooms like (offices, storages, chapel, club room...). A bearing system composed of uninforcement concret foundation, wall system of ceramic block Porotherm and the slab system composed of bearing panels Spiroll. The Spiroll panels is a bearing system for flat roof with clasic layer order.
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