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Dissertations / Theses on the topic 'Administrativní'
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1
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.
2
Janková, Denisa Anna. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410013.
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This master thesis elaborates the project documentation for the construction of an office building in Krnov city, located in the Moravian-Silesian region. The office building has four utility above-ground floors and one underground floors serving as underground garages. There is a cafe, stationery, showrooms and office space with sanitary facilities. The construction system is designed as a monolithic reinforced concrete skeleton. Vertical infill constructions are made of brick technology from Porotherm ceramic blocks. The ceiling structures are made of filigree panels with hidden steel girders, which are embedded with concrete layer. The basement and the basic structure of the house is designed as a white tub. The building is covered with vegetation roof. The design emphasized increased comfort in use and the overall modern concept of an office building. Overall, the building is designed to the required values for a near zero energy building.
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Kučera, Filip. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410036.
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The final thesis deals with design of new administrative object. The administrative object is located in edge part of Znojmo city. The building is situated in built-up area, which is used for housing and services. The building is accessible as a detached house on a slightly sloping territory. It is a four-storey house with a cellar, terminated by a warm flat roof, which has three-storey and basement. On the above ground floors are located offices and their associated spaces, staff facilities and toilets. On the third floor there is a terrace for employees’ stay in the summer months. On the third floor there is a collective garage with twenty parking spaces too. The individual floors are accessed via the main staircase and elevator. The building is designed as reinforced precast concreate frame and is based on prefabricated reinforced concrete foundation pads. The infill and internal wall are designed from the Porotherm building system.
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Michalov, Patrik. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410052.
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The subject of the master's thesis is elaboration of the complete project design documentation of a administrative building, ready for implementation in the construction phase. The object is divided into four above-ground floors and one underground floor. It is divided into three blocks A, B, K and into three independent functional units. The prevailing part of building is administrative part, which is located in blocks A and B. In the basement there is a compound garage. Part of the building comprises of a service, a café, located and operated on the first floor above ground in block K. The individual blocks have separate entries and are without any mutal limitation to their independent operations. The building has a carrier system designed as a monolithic, reinforced concrete skeleton with two reinforced cores, placed on reinforced concrete feet. Ceramic fittings are slated for filling . The roof structure designed as a single-shell flat roof area, eventually vegetative. The facade is designed as ventilated with cement-bonded particle boards. Within the specialization is the solution of technical equipment, forced ventilation by means of air-conditioning system.
5
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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Přibylová, Blanka. "Administrativní objekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410082.
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The diploma thesis deals with project documentation of an office building with an insurance company branch in Brno - Bystrc. The building is designed as a detached building with five floors and one underground floor. The ground plan of the building is rectangular, set in a slightly sloping terrain. The underground floor is located underground garage and technical facilities. On the first floor there is a café and counters. On the second and third floors there are counter halls and on the fourth floor there are office spaces of a private company. The last fifth floor serves as a flat roof exit. The construction system is two-way wall. The building is insulated with thermal insulation and covered with a flat roof.
7
Biroščáková, Ivana. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225365.
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The task of my master´s thesis was to work up a project and a check of a bearing steel construction the multi-storey office building with a garage in Brno. The building is composed of five storey office section and two storey of garage. Ground dimension of administrative part is 38,8m x 35m with distance of pillars 7m,6m and 6,4m. The structural height of floor is 3,5m.Garage is designed with dimensions 36m x 24,8m with structural height of floor 3,5m. Distance of pillars is 5,6m, 6,4m and 7,8m.Total height building is 17,5m
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Vokatá, Kateřina. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225676.
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This diploma thesis is deal with design of steel structure of office building. Layout of building is rectangular with dimensions 45x34m, with one storey below earth and five storey above earth. Height of building is 21,5 m (from ground). The main structure of building is created by nine steel frames in cross direction. Between frames are inserted composite steel and concrete beams. The roof is flat. The surface of facade is glass created by aluminium structure with columns and rails.
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Tejkl, Jakub. "Administrativní objekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225772.
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The master thesis „ Administrative object“ is processed as a project for building construction. The object is situated on plots No. 651/1 and 652/1 in the Brno. The building is designed to use for administration, 1 st floor is used for gallery, sweet-shop, newspaper shop and garrage. The house hasn´t cellar, it has 3 aboveground floors. The skeleton of construction is designed from reinforced concrete, walls are from brick-walled POROTHERM. Roofing is designed from reinforced concrete board. The building will be roofed with arched trusses with metal roofing. In 2nd and 3rd floor are situated offices, meeting rooms, conference halls and social background. The work includes the study of building and heat considerations.
10
Pospíšil, David. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225855.
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My thesis solveses the office building. The building will be located in Šumperk. It will be located near the center. The building has two floors and a partial basement floor. Ceilings are beams with ceramic inserts and reinforced concrete slabs. Vertical structure consists of a ceramic blocks in the aboveground parts and concrete blocks in the underground section. The roof is walked on vegetation. The staircase is reinforced concrete, monolithic. The entire building is insulated with mineral wool. Basement is insulated with polystyrene foam.
11
Závacká, Petra. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226056.
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The final product of my thesis is a design of a bearing steel construction with conjugated concrete-steel elements horizontally attached to an administrative building. The thesis contains a desing of an administrative building with a parking garage which are connected. The administrative building has 8 floors and the parking garage with the connecting part has 4 floors. The height of the floor in all objects is 3,5m in 1.NP. From 2.NP up each floor has a height of 3m. The administrative building has a rectangular shape with dimensions of 36 x 48 m. The parking garage is of similar shape with dimensions of 30 x 54 m. Both buidlings are joined in an angle of 33 deg. The height of the administrative building above ground is 26, 475m. The height of the parking garage above the ground with the connecting part is 12,795m. The structure is made up of articulated beams stored in the column. Composite cross section is stored on girder hinge. The design of both objects is stiffened by vertical wall braces the transverse and longitudinal directions. Roofs are a mixture of objects for a specified period. The office building is located atrium measuring 12 x 24m. Atrium roofing is made by steel structure with glass panes. Cladding will consist of building glass facade.
12
Lejčík, Peter. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226340.
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The administration building is designed as a barrier-free standalone new building in the cadastral area of Púchov – city. The designed building has 8 storeys, from which the 1. Floor consists of pantry area, restaurant, club, printing and sales space with their own entrance, 2. Floor, 3. Floor, 4. Floor, 5. Floor, 6. Floor serves as the office space, 7. Floor as the lift service space. In the 1. Sublevel there are composed lay-by and parking areas in number of 23, substation and technical building back-up. The building is settled in the private parcels 49/37, 49/38, 49/68, it is connected to the local road „Námestie slobody“ from the south-west side. Except the building, there is a service road, lay-by and parking areas for the motor vehicles in number of 52, lay-by area for cyclers and green vegetation in the mentioned parcels. The construction of the property is dealt with a monolithic reinofrced concrete skeleton with brick filling, it is covered with flat single roof and it is grounded on the reinforced concrete foundation slab. In the neighbourhood there is a church, residential house-buildings, shops, services, the old riverbed of „Váh“ and a cycle-way. With the height of nearly 30m it will have a status of the city centre dominating feature, after the completion it will create architectural surroundings in the city „Púchov“. By its development, it is expected the increase of work facilities in the mentioned area and improvement of the social services.
13
Slomek, Jakub. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226666.
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Master's thesis "Office building" is developed in the form of project documentation containing requirements according to applicable regulations. The proposed facility is located in Brno, in Židenice district. It's a three story building with flatroof and no basement. On the ground floor there are cafe, reception, technical facilities, offices and meeting rooms. Another offices and meeteng rooms are proposed in the second and the third floor.
14
Žák, Jan. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226700.
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The Master’s thesis Office building is compiled in the form of project documentation witch comprises all the requisites required by current regulations. The designed building is placed on the sites numbered 2589/1 in Litomerice. This is a new building withoutbasement with four floors. The house is rectangular in plan, built of precast reinforced concrete frame system with infill masonry and roofing flat roof monotube roofing.
15
Koprivňanský, Rastislav. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226773.
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In my thesis is made set part of project documentation for a office building in Trencin. The design respects the relevant technical standards, regulations, rules, requirements of architectural layout solution of underground garage, office spaces, retail operation and coffee bar . The project contains technical thermal, acoustic evaluation, fire safety solution of the building and construction safety in use.The project is processed by computer program Nemetschek Allplan 2013.
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Frieda, Jan. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226910.
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This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.
17
Vozáková, Helena. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227303.
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This diploma thesis describes the design of an office building with underground parking banks and two apartments. The building is located in Novy Jicin. The building has three floors and one underground floor. The basement serves as a parking and storage areas. The first and second floor serves the administration of the bank. The third above ground floor includes two flats. Roofed by mono-pitched roof, flat roof terraces and green flat roof. The thesis is a specialization of concrete and ventilation.
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Lampa, Martin. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227562.
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The dissertation named “Office building” is elaborated as a building documentation in agreement with the current standards and legal norms and acts. It is a two storey building and contains a maisonette section, is basementless with a flat roof and applying the combined constructional system. The building is constructed on the concrete base slab; vertical bearing structures are constructed of reinforced concrete and wooden pillars, the roof and ceiling bearing structures consist of wooden beams. The building is designed for administrative purposes and related activities. Walls are constructed of reinforced concrete, using sandwich wall system with wooden elements and there is a vegetative roof. The building is designed as low-energetic.
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Ďureje, Andrej. "Administrativní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240074.
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The content of diploma thesis is designing, project development and static estimation of the supporting steel structure in two different variants of the atypical office building (business center). The object is located in densely built-up location in the Brno. The building is designed as a seven storey. The entrances to the above ground floors are designed from balconies, which are roofed and situated on the edge of the object. The footprint dimensions are 57,6 x 57,6 m. Variants are compared based on weight and size of the coating surfaces supporting construction of the object. Drawing documentation, static calculation of joints and details of the construction are processed for the best variant.
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Černota, Tomáš. "Administrativní dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240151.
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This Diploma thesis is focused on design monolithic concrete construction of multi-storey administrative builiding including its foundation. The slab construction over the first floor is designed like locally supported. Calculation of internal forces is made by computer software called Dlubal RFEM. Results of internal forces are checked by simplified method.
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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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Adámek, Lukáš. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265220.
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The thesis deals with design of new administrative building, which supposed to serve as headquarters of midsize company with approximately 100 employees. Concept of the building with two overground floors and basement would meet requirements of growing corporate structure, company representation and modern working environment. Rectangular shape of the building allows future dispositional reconstruction and modernization. This layout allows to simplify solution of technical equipment. On the first floor of 870 square meters is facility for employees and clients located including technical background of the building as well. The underground floor is designed as storage, technical background and civil protection shelter. On the second floor are employees and management´s space located. The structural system of the building is composed of reinforced concrete skeletal structure casted in situ. Cladding of the underground section is designed as monolithic concrete walls. Upper part cladding is designed as ceramic masonry walls. The building facade is a combination of smooth aluminium panels, aluminium windows and glass facade with transparent and opaque parts. The main carousel entry is located in the glass facade part.
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Dohnal, Filip. "Administrativní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265466.
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The object of this thesis is to design and assess steel structure of multi-storey office center in Nový Jičín. The object is supposed to have an rectangular shape with dimensions 54 x 72 m and roofed atrium in the middle. The object has 6 overground floors. Roof height is 29 m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracings and variant B is braced by bracing frames. Floor structurs of both variants are made of steel secondary and primary beams, which are supported by steel columns. Facade and atrium roof cladding is made of glass panels.
24
Szabo, Daniel. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265493.
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The aim of the thesis is recently erected administration building situated in Brno, urban area Slatina. he bulidong consits of three storeys and one underground storey. Architectural composition is temperate and rational with regard on functional use of building and considerates demnads of the investor. Building is created mainly for administration purposes.First storey conists form more parts, there is administrative part, space for shops,stores, relax zones,and the part for stores and utility room. Second and third storey is also for administration , relax zones and social background.Undergorund is the space for garage compound, utility rooms, the spare source for heating, ventilating and air conditioning (HVAC)and store.Load-bearing structure is system S1.2 - reinforced concret skeleton system. The foundation construction is developed from foundation pad, foundation strips and foundation slab. The single- shell roof of this buildng is proposed as the flat roof above the first and second storey and as the roof with growing layer and mound of river stones above the third storey. Our aim was to propose the commercial space for offices with variation usage and also the space for shops, work out compact bulding with spacy and functional disposition.We worked out design documentation in accordance to valid legislation, laws,and technical norms. Drawings are made in AutCAD and visualisations in SketchUp program.
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Smejkal, Petr. "Administrativní objekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372222.
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The subject of the diploma thesis is the elaboration of the project documentation of an administrative building in the south-eastern part of Brno. The building has seven above-ground floors, of which five above-ground floors will be used as office space, one above-ground floor will be used for commercial use and gastronomy. On the last floor, there will be an elevator lift range and a technical background for air conditioning. The support system is designed as a reinforced concrete skeleton based on a reinforced concrete slab and pilots. The façade is designed as lightly ventilated with facing bricks. For this object, a single-shell roof area is selected.
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Rádlová, Markéta. "Administrativní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372241.
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This diploma thesis deals with the design and assessment of the steel structure of the administrative building. The building is situated in Svitavy. The construction has several floors, the ground plan is L-shaped. Other floors have a rectangular ground plan. The external ground plan dimensions of the building are 55.2 m × 72 m. The building has terraces and three height levels occupied. At the first height level the building reaches 5 floors, the other 7 floors and the top 9 floors. the main material will be S235 steel on the construction.
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Robotka, David. "Administrativní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372293.
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This diploma thesis deals with design of steel structure with composite steel-concrete floor structure of a office building.The building is located in Moravský Krumlov. The Office buidling consist of multi-storey building and an entrance atrium. The total ground plan's dimensions are 52,8m x 48,0m. The multi-storey building has 8 floor. The maximum heigh of the building is 25,32m above ground. The project is designed in two options. For winning variant is including check and it is performed a drawings with design and check assembly details and anchorage.
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Poláček, Petr. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391941.
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Master's thesis is follow up with the disign of the load bearing structure of a office building. The building is designed for the area of Svitavy. The plan's dimension are 54,0 x 54,0 m. The objects has 10 floors. Load-bearing structure is disigned in two variants. In the variant A is centre to centre spacing 6m, in variant the B it si 9m. The coulomns and floor structure are composite steel-concrete. Thesis includes drawings.
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Polerecká, Katarína. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392117.
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The aim of this thesis is design and assessment of the steel structure of the multi-storey administration center in Martin. Floor plan dimensions are in the shape of a square 40 x 40 m. Column spacing is 8mx8x. Building has 6 floors and total height is 22,2m. Floor and roof structure is made of steel-concrete composite slab . Part of the work is analyze two different versions. Version A has longitudinal rigidity due to truss bracing. Rigidity of Version B has is ensured by frame conections between beams and columns.Version A was selected as better solution. All parts, except truss braicing is made of rolled beams. The whole structure is made of steel S355.
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Nagornykh, Dmitriy. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392249.
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The aim of my diploma thesis is the elaboration of the project documentation for the construction of the administrative building. It is a seven-storey building with one underground and six above-ground floors. The underground floor is halfway under the terrain and used for garage parking. The loose part will be used for barrier-free entrance to the building and partly as a cafe. Above-ground floors are used as office spaces. The administrative building is designed as a monolithic reinforced concrete structure in the underground floor, the above-ground floors are designed as a column monolithic system for flexible use of office space. The static calculation will be carried out according to valid ČSN EN standards.
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Ondruš, Petr. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265394.
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The subject of this diploma thesis is design and check the steel construction of the office building in Valašské Meziříčí. Floor plan dimensions of building are 55,0 x 30,0 m. The length of building gradually increases with each floor. The building has eight floors. Overall height is 33,6 m. The building ceilings made of composite steel and concrete structure. The construction in both directions is stabilized by vertical bracings. The building adjoins a smaller building with shops. Floor plan dimensions of that building are 31,5 x 21,0 m and building height to the top of the truss girder including cladding is 17,5 m.
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Kováč, Lukáš. "Administrativní budova - OPAVA." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225849.
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The content of the master‘s thesis is processing of project documentation for administrative building in Opava, first done as a feasibility study and then as a pilot project. The object is standalone, with four floors and basement. The work also comprises the thermal technical assessment chosen constructions, the fire protection report, the accompanying report and the summary technical report.
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Žwaková, Vendula. "Administrativní budova JmP." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226073.
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The subject of this Master’s thesis was recalculation and design two variants of existing supporting steel structure storey administrative building which is located in the complex of Jihomoravská plynárenská a.s. in the city center of Brno. Dimensions and disposition based on the specifications of the Master‘s thesis. The total height of the structure is 29.46 m and circular platform has a diameter of 16.088 m. The supporting structure of an existing building consists of circumferential lattice structure. The main supporting elements of both variants are columns. Option A has 8 columns. Option B has 16 columns. These two variants were preliminarily designed and statically evaluated. After that was made a comparison of variants, and one was selected for more detailed processing (Option A). This included the calculation of anchorage, draft of mounting joints, technical report and drawing documentation.
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Birhanzl, Petr. "Klimatizace administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2011. http://www.nusl.cz/ntk/nusl-229905.
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The thesis describes the various ventilation and air conditioning systems used to maintain suitable, temperature-humidity parameters of air in office buildings. The thesis deals with their advantages and disadvantages and assessing the suitability of using several systems for the application. The main task is to choose the most suitable system and it's calculation. For the actual system design is needed to detect a heat loss and gains the specified object and calculate the minimum amount of ventilation air. There will also be given psychrometric calculation of a device and drawing documentation, including draft of an engine room.
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Martečíková, Martina. "Novostavba administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240389.
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This diploma thesis deals with design of newly - built office building in the cadastral area Považská Bystrica, part Centrum. The building is situated in a block of buildings. The building has five above-ground floors. The ground floor is divided into relaxation zone and a commercial area with six shopping units. The second and the third floor are designed as an open space office. There are lecture halls on the fourth floor. The mechanical room of ventilation is situated on the fifth floor. The building is designed as a cast-in-place reinforced concrete frame. The building is roofed with warm flat roof.
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Tomeš, Martin. "Patrová administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391984.
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The diploma thesis deals with the design of the administrative building from steel S420, S355 and concrete C25 / 30 with reinforcement made of steel B500B. The office building is a column-type with reinforced concrete ceiling. The building is equipped with a footbridge on the 10th floor. Two variants have been elaborated. Both of them were calculated in the program Scia Engineer. The winning variant is processed in detail.
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Jiruška, Daniel. "Administrativní budova Bravia." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392245.
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The aim of the Diploma thesis is the project documentation for the execution of the administrative building. This is an administrative building located on the outskirts of Letohrad. The building consists of one section that has three above-ground floors and one section that has only one above-ground floor. The building is used for administration, trade and storage. For administrative work is designed the three-storey part of the building and single-storey part of the building is designated for trade and storage. The main entrances to the building are located on its west side and the next entrances to the building is located on its southern side and northern side. The building is based on foundation strips and pads of plain concrete. The building is designed from a masonry structural system made of concrete blocks made of lightweight concrete and the third floor is partly designed as a timber structure made of wooden KVH squared timber. The ceiling structures are designed from prestressed ceiling panels. Roof structure above the main part of the building is designed two-stage pitched roof octagon shape and the roof above the single-storey part of the building is designed as warm flat extensive green roof.
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Klimeš, Petr. "Ocelový skelet administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225483.
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The subject of student work is to design supporting steel structure of administrative building of Czech television. This is a multi-storey building with square floor plan with recording studios. Supporting structure of the building is designed as frame and is solved with three variants.
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Lupač, Zbyněk. "Obchodní a administrativní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226057.
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The diploma thesis deals with the structure design of steel frame of a storeyed building housing a shopping and administration centre in the area near Rokycany. The building consists of a truss cylinder tower structure with 11.165 m in diameter, nine storeys and the height of 33.3 m, connected to a rectangle part by means of a steel bridge structure 3.6 m long. The frame of the rectangular part, 26.8 m wide and 45 metres long, has three altitude levels with flat roofs, suitable and non-suitable for walking. The interior of the building is divided into two parts, connected at the outskirts, by a covered atrium. The design height is 3.7 m. The structure is designed of steel S235. The thesis contains the technical report, static calculation, outputs of a program, the record of the material and design documentation. Two versions were considered; the more convenient one is further processed.
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Příborský, Tomáš. "Energetická náročnost administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227477.
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First part of this thesis describes possibilities of energy assessment of buildings, possibilities of using thermal imaging camera in civil engineering and using software solutions of energy assessment of buildings. Second part engages an energy assessment of administrative building of NEPA company in Brno and designes possibilities of improvements. Third part contains description of technical solution of the best improvement possibility.
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Novotný, Petr. "Obchodní a administrativní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227699.
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The aim of this master´s thesis was design and analysis of a steel supporting structure of a building for business and administration purposes in Ostrava. It includes an assessment of the main load-bearing construction elements and the selected connections. The thesis also contains the design documentation of the building and compares two different variants of the steel construction design.
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Jirásek, Marek. "Administrativní objekt ve Vimperku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227831.
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The aim of the thesis is the design and the assessment of an administrative center in Vimperk. The building is divided into three height levels, the highest has 7 floors. The building is rectangular floor plan with dimensions of 102,5 x 48,0 m. The construction is designed as framing with truss roofing, bracing and purlins for attaching sheathing.
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Fiala, Adam. "Smíšená konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239957.
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Diploma thesis deals with analysis of a construction made of concrete and masonry. A model respecting nonlinear material behaviour of masonry was assembled in a finite element based software. Calculated results were used to analyse cracks in masonry. Next, a design of a horizontal construction was carried out - concrete slab with beams to support masonry in an upper floor.
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Přikryl, Martin. "Železobetonový skelet administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240339.
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The final thesis is focused on the design of monolithic reinforced concrete ceiling slab and supporting vertical structures of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Lysková, Markéta. "Energetické hodnocení administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265471.
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This diploma thesis is dealing with energy audit of industrial building with administration part, situated in Blansko, South Moravia region. The theoretical part is focused to windows from the energy balance point of view, because one of the energy saving measures is the change of current insufficient window filling. The main objective of this diploma thesis is to find the most energy saving variant which is going to be evaluated from the both, ecological and economical, aspect. The third part is dedicated to usage of computer technology as software for 3D model creating of assessed building or energy consumption simulation for particular systems as heating in relation to characters of different kinds of windows.
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Bogocz, Adam. "Administrativní budova v Karviné." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265519.
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Diplom thesis is about design of an office building. Building floor plan is designed as a rectangle. The building consists of four floors. Roofing the object is solved by a flat roof with strips of m-PVC. The purpose of the internal arrangement is to be able to lease office space to individual firms on the floor. On the first floor is situated an entrance hall with space for the doorman and staircase area. At the hall is also a personal elevator and utility room. These spaces are common to all tenants. In the space for offices are located toilets for women, for men and one toilet for the disabled. Kitchen with lounge and six offices. These spaces are connected with single corridor. The other floors are connected to administrative with hall, which houses a staircase and an elevator. In office spaces 2.NP. 3.NP and 4.NP are located toilets for women, for men and one toilet for the disabled. Kitchen with lounge, utility room and nine offices. These spaces are connected with single corridor. From these levels, there is also access to the evacuation staircase, which is designed according to the requirements for fire protection. On the 4.NP in the utility room is located auditing roof ascent. The project was developed in the educational version of ArchiCAD 17 and processed in accordance with the requirements of a layout, architectural design, structural design, proper and safe use of the building.
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Houška, Ondřej. "Administrativní budova s garážemi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265563.
Full textAbstract:
THIS DIPLOMA THESIS DESCRIBES THE DESIGN OF AN ADMINISTRATIVE BUILDING WITH GARAGES FOR A COMPANY ENGAGED IN THE PRODUCTION OF CONCRETE PRODUCTS. THE BUILDING IS SITUATED IN THE TOWN OF PLANA NAD LUZNICI, NEAR THE TOWN TABOR. THE OBJECT DOES NOT HAVE UNDERGROUND FLOORS AND HAS TWO FLOORS. THE BUILDING AND GARAGE ARE COVERED BY A FLAT GREEN ROOF WITH EXTENSIVE VEGETATION.
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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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Stadtherr, Jan. "Energetické hodnocení administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372316.
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This master’s thesis deals with the energy assessment of an administrative building. The theoretical part is devoted to legislation for energy assessment – law, regulations and technical standards. The application of this legislation is provided in the calculation part as energy audit and energy performance certificate of the administrative building. The last part of this thesis is dedicated to application of computational softwares for analysing results of heat consumption in comparison with reality.
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Pustějovský, Jakub. "Administrativní objekt ve Fulneku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372325.
Full textAbstract:
The subject of this thesis is to create a project documentation of the design of a new office building construction in Fulnek – Jerlochovice. The building is located between residential and industrial zone. It has three aboveground levels. There is a technical backgroud, toilets, archive, rest zone for employees and two openspace offices located on the ground floor. The second floor is designed on the same basis. There are two openspace offices situated on the west side, background for company managment, toilets and day room with kitchen. The third floor is designed as conference room with kitchen and toilets. Construction system is cast-in-place concrete frame. The building is roofed with the flat roof. Foundations are made of one-stage concrete footing.