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Relevant bibliographies by topics / Železobetonový monolitický deskový skelet

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Dissertations / Theses

Academic literature on the topic 'Železobetonový monolitický deskový skelet'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Dissertations / Theses on the topic "Železobetonový monolitický deskový skelet"

1

Kissová, Andrea. "Restaurace s penzionem v Uherském Hradišti." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240071.

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The subject of this thesis is to create a Project documentation of the design of the New development, a restaurant with a guesthouse, in the cadastral area Mařatice, city Uherské Hradiště. The object is designed as a standalone barrier-free 2 story building. The first floor above ground contains a restaurant, capacity 52 persons, to which a terrace with capacity of 28 persons is attached. Apart from the aforementioned there is also a support area for the restaurant, technical facilities and the owner's office. On the second floor there are 6 rooms for rent, incliding one barrier-free and a lounge for guests. The object foundation base are foundation pads and grade beams made of reinforced concrete. The load-bearing structure is a cast-in-place monolithic skelet made of reinforced concrete. The infill structures are designed as a light building envelope from the company Novatop. Part of the object has a flat green roof, the other part is a mono-pitched roof on which photovoltaic and photothermic panels are placed. The drawing is processed with help of AutoCAD software. The visuals in programs ArchiCAD and Artlantis.

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2

Nukeyeva, Assem. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410068.

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This diploma thesis was prepared as a construction project documentation. The proposed building is an office building in Prague. The building has 4 above-ground floors and 1 underground floor. On the above-ground floors the office spaces are located, while the underground floor is designated as garages. Monolithic reinforced concrete skeleton with beams was chosen as the construction system.

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3

Ignatyeva, Anastasia. "Administrativní budova v Praze." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391990.

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The content of the diploma thesis is the elaboration of the project documentation for the construction of the administrative building. The building is designed in Prague Holešovice. The administrative building is part of the complexes of three administrative buildings with two common underground floors, which have technical premises and a parking space. On the above floors there are office and commercial premises. The construction system of the building is a reinforced concrete monolithic skeleton. As cladding was used glass facade. The roof of the building is flat.

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4

Vojta, Martin. "Hotel Hlinky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226369.

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Diploma thesis deals with project documentation for construction of the facility. Specifically, it is a hotel on the street Hlinky in Brno. Hotel capacity is 58 beds and 60 seated restaurant. The building will have one floor underground and five floors above ground. The building will have a bearing structure of reinforced concrete monolithic skeleton, accompanied by reinforcing monolithic wall. External walls will be created by filling the porous masonry blocks. Horizontal framework will be created locally supported monolithic reinforced concrete slabs. The roof of the hotel is flat. In 4th and 5th floor are created terraces.

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5

Horká, Simona. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410006.

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Subject of this diploma thesis is building documentation of an office building. Designed object is located in the city of Olomouc. Primary purpose of the building will be offices with rentable space, whose layout will be designed as open space offices with option to divide space according to requirements of a tenant. Office spaces will serve for example as headquarters of design offices, IT consulting and services, business companies, technical consulting or managerial services. The building will contain except of office premises also a space for café, retail and underground garage primarily designed for parking of office employees´ cars. Office building is designed as cast-in-place reinforced concrete frame with shear walls, consisting of 4 floors and basement. Object is shaped as two buildings connected with common walking space. Facade will predominantly be designed as glass curtain walling and also as a ventilated facade with cladding from exposed cement-fiber board. Also there is designed a system of steel curtain wall with docked trellis ropes for planting of climbing plants to decrease overheating of the building in summer and to meet the city requirements of as much greening of buildings and their surroundings as possible.

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6

Doležal, Filip. "Administrativní objekt - Brno,Medlánky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371890.

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The purpose of this diploma thesis is the processing of the project documentation of an office building. The structure is designed as a detached building with five floors and with one basement. A garage for 10 cars is situated in the basement and there is office space located on the floors. The structural system of the building is reinforced concrete skeleton. Exterior building envelope si made of glazed curtain wall. The roof of the building is flat.

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7

Pometlová, Eliška. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240340.

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The purpose of this diploma thesis is the processing of the project documentation of office building. The object is designed as a detached building with three floors and with one basement. A collective garage is situated in the basement and office spaces are situated on the floors. The structural system of the building is reinforced concrete skeleton. The roof of the building is flat.

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8

Mikošek, Marek. "Bytový dům s provozovnou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226379.

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The theme of my dissertation is creation of technical dokumentacion for the Apartment Building with Commercial premises. The building is three storey. In the 1st floor is located a shop and garage, in the 2nd floor and 3rd floor apartments. The building is designed as a monolithic concrete frame contruction with flat roof. Peripheral walls are sandwich ones made from ceramics masonry and contacts thermal insulation systém.

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9

Bartoš, Vít. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265697.

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This diploma thesis addresses the design documentation of the sports center. The sports center is designed to plot no. 1004/13 in the city of Studenka. The sports center is designed for a total of 30 visitors and 2 employees. The building's is without basement and has two floors. The grid system is designed as a monolithic reinforced concrete skeleton. Infill walls are HELUZ system. The building has three flat roofs. One of them is shed. The construction is based on the foundation pads and strips. The staircase is designed as a monolithic two-armed.

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10

Urban, Kamil. "Administrativní budova s komerčními provozy, Šumperk." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226563.

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The object of interest of this diploma thesis is the processing of technical-construction part of the project documentation for the realization of the four-storey office building with two commercial premises on the ground floor. The building is cellarless, shape of the ground plan is rectangular. The fourth floor is receded over the others and there is an outdoor terrace, facing south, the remaining part of fourth floor is made up of flat vegetation roof. The support system is composed of steel concrete skeleton with a reinforcing core. Infill walling are made of ceramic fittings. The building is insulated with mineral wool and ceramic facade system.

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