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Static solution of swimming pool in new mountain hotel building
Krtička, Jakub ; Laníková, Ivana (referee) ; Zlámal, Martin (advisor)
The static solution at the new building mountain hotel The thesis deals with design and static calculation of pool tank, which is supported by columns and walls. Pool tank is designed as swimming pool with plan dimension 25 x 10 meters and with changing depth from 1,2 to 1,8 meters. The support of pool tank is in distance 5,02 x 5,05 meters. The adjacent ceiling is placed on the walls of tank and separates pool and technical areas. The calculations of inner forces were realized by computational programm for two models a) without decline of supports, and model b) with decline of supports. The design of reinforcement is performed for the bottom and walls of tank. The deformations modeling was made at the other part of the thesis. All results were evaluated and summarized at the conclusion. Drawing documentation was made subsequently.
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Reinforced concrete structure
Hasala, Ivo ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
In my master´s thesis I deal with static solution of basic elements of reinforced concrete building with two abovegrounds and one underground storey. The selected elements are piles, roof board D1, column S1 in 2NP, stairway SK1 in 1NP, beam Z1 in 2NP, wall ST6 in 2NP, exterier board near the steel stairway. The component of my master´s thesis is comparing of my own calculation of moments and computer calculation of roof board D1. In the last point I compare a behavior of the structure with solid support and with piles.
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Reinforced concrete structure of the office building
Král, Václav ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
Master thesis describes the design and assessment of main parts monolithic reinforced concrete construction of office building. Solved elements are locally supported slab, stiffening perimeter beam, column, wall and fundamention strip. Components of master thesis are also drawings of shape and reinforcement. Calculation of internal forces was performed by computer program SCIA Engineer. It was control by simplified method of replacement frames and results were compared.
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Multifunctional building in Uherské Hradiště
Maňásková, Kristýna ; Vlček, Karel (referee) ; Vlček, Milan (advisor)
The subject of diploma thesis is the construction of technical project documentation for building realization - Multifunctional building in the town of. The object has three floors with residential attic and basement garage. The land is in the city center Uherské Hradiště and This is a building in the vacant space between existing objects. Construction is rectangular in shape, roofed with a gable roof and is designed from traditional building materials.
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Sewage disposal plant
Doležal, Martin ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This thesis deals with the design and static assessment of a concrete part of a sewage treatment plant. Specifically, the calculation and assessment of the base plate, external walls, internal walls and ceiling slabs, elaboration of shape and reinforcement drawings of selected structural element. The concrete part of the Sewage disposal plant is all below ground level. Static system and the calculation of internal forces was carried out in Scia Engineer 2011 - student version.
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Reinforced concrete structure of an apartment block
Čairović, Dorde ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The master thesis is aimed for design and assessment of main bearing segments of reinforced concrete structure of apartment block: monolithic reinforced concrete slab over the second floor, foundation slab, stairway slab, pillar and wall beam. Constituent part of the thesis is also drawing documentation of reinforcement of selected segments. Calculation of the internal forces is made at graphical software system Scia Engineer.
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Sludge Digester Tank
Hurčík, Vít ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master’s thesis deals with the design and assessment of the bearing structure of sewage treatment plant and development of the drawnings. The thesis solves the main part of the structure: base slabs, walls and ceiling slabs. Thesis solves the ultimate limit state and ultimate limit serviceability.
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Pension for Elderly with Care Service
Matějíčková, Veronika ; Rod, Michal (referee) ; Hlavačka, Tomáš (advisor)
The designed pension for elderly with care servise is situated in Měřín locality. It is the a bricked two-floor object with no cellars, made of POROTHERM system. The base zones are made of the plain concrete. Roof construction is solved by one-shell roof. The dimensions of the building are 41,35 x 33,15 meters.
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Polyfunctional building
Hradský, Peter ; Mazánek, Pavel (referee) ; Fuciman, Ondřej (advisor)
Multifunctional buliding is designed as a alone standing new buliding in the cadastral area of Žilina on a private plot no. 4518, Alexandra Street Rudnaya. The buidling is situated in the older part of city build in the sixties with the dominanting residental houses. Type of the multipurpose building is dominant with a residental function. The building totaly contains four apartment units. In the ground floor are offices, spaces of surgeries and access to housing and accessories. Each function has a separate entrance, which is designed for handicapped. In the basemnt of the building are designed in a common garage, basement and substation for heating domestic hot water and heating all function in the building. Enterence in to garage is designed from the east side od street Juraja Sklenara. The building is covered wich flat, monotube roof. The building has got rectangular shape which one outlet on the southeast side. Attic roof is 10,75 meters above the ground.
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Family house Rb -3
Růžička, Jiří ; Sibilla, Luboš (referee) ; Vlček, Milan (advisor)
The project is design a house with a small establishment. The project includes the layout and the design of the house. The house has three floors with an attic and one basement floor. It is designed as a stand-alone. The first floor of the establishment of the background and the main entrance to the house. The rest of the house is designed for family living. This part is a utility room, basement and garage in the basement. Living room with household equipment is then in the upper part of the house. The house is run by two separate entrances with wheelchair access to the premises and the entrance to the garage in the basement. The house is designed as a brick building of brick masonry Porotherm in modular size 250 (125) mm with ceramic ceilings MIAKO a cylinder. Roofed by a gabled roof. The house is located on a private plot of 1200 m2 with built up area of 120 m2. The land is gently sloping.
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