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1
Kovács, Pavel. „Konstrukční lamelové dřevo vyztužené kompozitními materiály“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225726.
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This master’s thesis describes an experimental program investigating the strengthening of beams of glued laminated timber with composite reinforcement. The work compares the behavior of beams reinforced with composite reinforcement with unreinforced beam and with solid timber beam. The work also deals with identifying and evaluating the physic-mechanical properties of materials.
2
Prokop, Miroslav. „Rozhledna v Beskydech“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409842.
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This master thesis deals with the design of load-bearing capacity of the observation tower in Besky-dy. The material used in main column is steel S355. The main column is a circular hollow construc-tion with diameter of 2,2 m. Inside the column is located a double spiral staircase. The upper part of observation tower simulates shape of treetop by rip column. It is made of glue laminated timber GL24h. The tower has four platforms of hexagon shape. The largest platform is 12,2m wide. The height of struction is 37,5 m. Internal forces have been calculated in software RFEM and based that the structural assessment has been made. The thesis is drawn up pursuant to the standards of ČSN EN.
3
Jakubíček, Tomáš. „Jízdárna“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265655.
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In diploma thesis i designed supporting strukture of roofing for riding hall located in Pardubice. Building height is 9,5m and the other two dimensions are 48,7x77,5m. The actual frame with elliptically shaped truss system. The actual structure is formed from a conventional timber of different cross-section. Roof is supported by trapezoidal sheet. wooden elements are connected by steel plates, pins and bolts. Chosing variants depends on material price and manufacturing cost. A goual of my diploma thesis is to make static calculations and drawings.
4
Vincour, Jan. „Aquapark“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226897.
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Object of Diploma thesis is the structural design of a load bearing structure of the aquapark in the Brno area. The main structure is designed as lamella arch on the cylindrical surface with one curvature with 30 m span and 4.5 m camber. The structural material is glue-laminated timber with inner steel plate joints.
5
Matouš, Petr. „Ekodukt na dálnici D1“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227152.
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The master’s thesis focuses on suitable design of an ecoduct on the highway D1 near Jihlava. It includes a structural analysis of reinforced concrete strip footings and wooden beams in all phases of construction. The material of the main bearing system is glued laminated timber GL24h. An important part of three-jointed ecoduct wooden arched beams is well-chosen isolation.
6
Stloukal, Radim. „Konstrukce autosalonu v Jihlavě“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265434.
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The subject of this thesis is a structural design of a car showroom in municipality Jihlava. For this purpose two different concepts were developed. The main bearing system of the first consists of steel truss girder supported by single profile steel columns. The second idea, a structure with axial ground area 36,0 x 18,5-23,5 m , is made from glue laminated timber. The second mentioned concept was chosen for detailed calculation and documentation. The structure was modelled by 1D member while using Scia Engineer. Results obtained from the computer analysis were taken and main strutctural members were check by manual calculation.
7
Černoch, Jakub. „Lávka pro pěší“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265478.
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Master´s thesis deals with design and complex static assessment of steel and timber cable stayed footbridge structural system over the water area. The footbridge is situated into the area of Podyjí National Park near the city of Hnanice. Footbridge span is being used as 52 metres. The structure is formed by flat arched main beams, floor beams, crossbeams, under-deck bracing, pylons and rods. From two variations of footbridge, one was selected and elaborated in more details.
8
Janoušek, Martin. „Vícepodlažní budova“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227818.
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This master's thesis deals with design of the timber structure four-storey building. Plan dimensions of the hall are 20 x 30 m. The structure is designed for the Třebíč. The structure is designed as a heavy timber frame. The axial distance of arches is 5 m. The timber structure is placed between the reinforced concrete towers.
9
Nosková, Denisa. „Vyhlídková věž v západních Jeseníkách“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227168.
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The purpose of this thesis is to create design and static assessment of the viewing tower in western Jeseníky mountains. The Ground plan is formed by regular hexagon with outer diameter 0.8 meter. Glued laminated profiles, steel tubes and elements of solid wood were predominantly used for the construction of the building. The viewing tower has four viewing platforms and total high of the structure is 28.5 meters.
10
Kováčová, Kristýna. „Vyhlídková věž v oblasti Brdy“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392127.
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The subjekt of this thesis is a design of a viewing tower located in the area of Brdy. The structure has been created as a 3D model, the internal forces have been calculated with the use o finite element method in a structural engineering software Scia Engineer 15.1. Based on the knowledge of theses forces the design of the structural systems has been done. The materials used on this construction are glued laminated timber and steel. The height of the tower is 25,725 m. The floor plan is a shape of a circle and fluctuating smaller with the gaining height. The main structural systém consists of 8 curved posts which are radiály situated on the circular floor plan. The tower has 3 observational platforms.
11
Vojta, Radek. „Zastřešení planetária“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265445.
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The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.
12
Tapšáková, Ivana. „Multifunkční objekt ve Znojmě“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226906.
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The subject of the master thesis is a design and static analysis of the load-bearing multi-storey steel structure with the timber entrance shelter of the multifunctional building in Znojmo city. There is a shopping centre situated on the ground floor, other floors are mostly used as offices. The ground plan of the steel structure has a shape of a regular 20-tagon with circumscribed circle diameter 30 m. The height is 35,5 m. The building has 6 storeys at all. The racking resistance is ensured by combination of frame-shear truss and rigid frame. In the front part of the building there is an airy cut-out space situated and it is running from the ground floor until the roof structure. The glue laminated timber shelter by the entrance of the building reaches a height of the first floor and its length is 10 m.
13
Turková, Martina. „Rozhledna na jižní Moravě“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240264.
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This master’s thesis deals with the design and static assessment of a lookout tower in The Brno Zoological Garden situated on the hill called Mniší hora. The construction of the lookout tower is meant to be of a circular ground plan and its overall height is 31 m. The construction was designed in two variants. For both methods was used a combination of steel and solid or glued laminated timber. For detailed elaboration was selected only one variant. The lookout tower was assessed in a Scia Engineer 15.1 software.
14
Gelová, Michaela. „Technické muzeum v Olomouci“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371909.
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This diploma thesis deals with the design of the structure of the multi-storey building of the Technical Museum in Olomouc. This timber structure is made of glued laminated wood with the strenghts Gl24h and Gl32h. It is a complex of six adjoining buildings, which are shifted from one another in both transverse direction and the heigth. The ground plan dimensions of the parcel on which tha hal lis decomposed is 40 x 80 m. A complete static design solution, including its foundation, anchoring and selected type connections, has been solved.
15
Mynaříková, Alice. „Dřevěná lávka nad vlčím výběhem“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240227.
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The subject of this diploma thesis is the construction of a timber foot bridge over the wolf run in the Šumava National Park. The total length of the bridge is 240 m with two ground plan bends. The foot bridge includes three viewing decks, two of which are covered with shed roofs. The foot bridge is divided into 16 segments. Each segment is 15 m long with a width of 2.2 meters. The ground plan dimensions of the viewing decks are approximately 15x7 and 15x11 m. As the main structural material has been chosen glued laminated timber of the strength class GL28h, other elements are made of solid timber of the strength class C24. The thesis includes an introductory document, options analysis, technical report, static analysis, bill of material and drawings.
16
Podešť, Jakub. „Ocelová konstrukce vícepodlažní budovy“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392272.
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This diploma thesis deals with the design of a steel structure of a multi-storey building in the locality of Opava. The proposal is developed in two variant solutions. Variant 1 has ground plan dimensions of 37,5 m x 37,5 m and a height of 47 m. The variant 2 has ground plan dimensions of 45 m x 45 m and a height of 49,5 m. The modular size of the fields is 7,5 m x 7,5 m. The main supporting structure is made steel columns and beams, ceiling construction with composite steel and concrete joinst and roofing of arched laminated timber. The stability of the structure is ensured by vertical and roof bracings.
17
Danelová, Veronika. „Konstrukce horského hotelu v Beskydech“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392015.
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The diploma thesis presents design and assessment of a loadbearing timber structure of mountain hotel in the Trojmezi u Hrčavy area. The object is a two-storey building without cellar and with attic rooms. The object has a floor plan of an incomplete octagon with a roofless central courtyard. The structure spans 36 meters at its widest dimension and the maximum height reaches almost 12 meters. The individual segments are covered by mono-pitched roof with 27° slope. The main loadbearing elements are constructed of glued laminated timber and solid timber with steel joints and gypsum fibreboard cladding. The loadbearing structure is designed and assessed in accordance with relevant standards, taking ultimate and serviceability limit state into consideration. The thesis includes an engineering report including bill of quantities, structural design report and drawings of loadbearing structure, anchorage and selected details.
18
Špačková, Eva. „Multifunkční objekt v Českých Budějovicích“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240487.
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The subject of this thesis is the design and assessment of the supporting structure multifunctional building in the Czech Budejovice . The construction of a sphere with a maximum diameter of 30 m and a height of 19.5 meters the highest point . The supporting structure consists of curved ribs , elevator shaft and ceiling beams . The structure is designed in 4 versions . Two variants are made of steel, the third option is wooden and the latest version solves a combination of wood and steel. In the variant selected is done loading , ultimate limit state, serviceability limit state , fire resistance and compounds selected details.
19
Špeta, Václav. „Ocelová konstrukce obytné budovy“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226905.
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The master's thesis deals with a project of the steel structure of a residential building. The building is thought like sevenfloor balcony-access house. The access balcony is situated in atrium in the middle of the building, which is roofed with a shell dome. The regular hexagon creates a ground plan of each floor. Every floor is turned 30 degrees compared to the next floors. The longest cross dimension is 43 m (axial). The height of the building is 30,4 m (including copula envelope). The final structure is chosen on the basis of optimization of the structural variants. The climatic load angle structure falls into the locality of the town Brno. The vertical supporting structure is made from steel-concrete accoupled circular section columns. The floor structure is designed from the steel rolled section I and H. These support assembly of a horizontal structure. Some joists and girder are designed like accoupled with a concrete floor slab. The copula above atrium is made from glue laminated timber ribs. Infill rods are from steel tube. The top ring of copula is designed from the rolled section UPE.
20
Drexler, Martin. „Lávka pro pěší“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226916.
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This thesis deals with the design and assessment of the wooden footbridge. The structure is designed for the locality of the village Loučná nad Desnou acrros the river Desná. Span of the footbridge is 30m, and the width is 4m. The footbridge is covered with a saddle roof. The main supporting elements are two triple joint arcs with intermediate bridge deck. The bridge deck is made of two main beams and nine cross members, with always two longitudinal members in between them. Roofing is of nine cross-bindings, which are connected by purlins and top purlin. The stability of the whole structure is stiffened by the horizontal longitudinal stiffeners in the top and bottom surface and vertical longitudinal stiffener in the roof. The main load-bearing elements are made of glued laminated timber, the other elements are made of solid timber. Stiffeners are made of steel rods.
21
Zelený, Petr. „Experimentální a numerická analýza spřažených dřevobetonových konstrukcí“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226112.
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The master´s thesis deals with wood-concrete composite floors constructions. The work is divided into a theoretical and a practical part. The theoretical part describes methods of construction and materials used for wood-concrete composite constructions. The practical part describes an experimental four point bend test carried out on wood-concrete composite elements and samples. Further, manual calculation was performed according to Eurocode 5 and in program Asteres three variants of test elements were modeled. Each variant had different composite stiffness according to the working diagram of composite elements. At the end, experimental, computational and numerical results were compared.
22
Kubášková, Barbora. „Horský hotel v Beskydech“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226642.
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This thesis solves design of timber structure of mountain hotel in Beskydy. The hotel is two-storey building with residential attic and no cellar. The ground plan of the building is about 15x26 m and height of the building is 14,76 m. The type of roof timbers was chosen from two options. There was used structural timber of the strength class C24, glued laminated timber of the strength class GL24 and steel S235. Program Scia Engineer was used for the static analysis of the structure. There was made only linear calculation.
23
Štelc, Martin. „Sportovní hala“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227647.
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This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.
24
Malchárek, Robert. „Zastřešení víceúčelového sportovního objektu“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265602.
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The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.
25
Svršek, Josef. „Přístřešek v areálu parku“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409845.
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This diploma thesis deals with design of the structure of the shelter i the park of city Hranice na Moravě. This load-bearing structure is made of glued laminated wood with the strength class GL24h. The structure has the shape of half ball and the load-bearing beams are in the shape of an arc. This building will be mainly used for cultural purposes. Ground plan dimensions of this shelter are 25x25 m. A complete static design solution including of all connection details and anchoring has been solved.
26
Tichák, Tomáš. „Divadlo v Přerově“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240118.
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The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
27
Sikorová, Radka. „Multifunkční centrum v Jihlavě“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372038.
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The aim of this master thesis is to design and check a bearing structure of The multifunctional center in Jihlava. A bulding is partly ground flooring. The structure follows an L-curve in a plan with the biggest axial lenght of 40 m. A roofing is in a shed shape and the pitch of the roof is 5,73°. The highest point of the bearnig structure is 11,5 m. The structure has various frame systems, which is a truss, a gross-cross section beam with an inner column in the middle of a span and a gross-cross section beam without an inner column. The structure is designed mainly from timber members, a glulam and solid timber. A steel part of structure consists of the metal fasteners and rods.
28
Kamrádová, Michaela. „Lesní vyhlídková věž v Beskydech“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372142.
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Topic of this Master's Thesis is a design and a statical evalution of a load bearing structure of an observation tower in Beskydy mountains. Ground plan of this structure is in a shape of a nonagon with a non-roofed interior space. Height of the observation tower is 38,5 m, the shape of a ground plan doesn't change with a radius of a circumscribed circle of 12 m. The structure is designed from glued laminated timber, solid wood and steel. Columns bear horizontal beams and their stiffness is ensured by horizontal and inclined reinforcing beams. Main load bearing columns, upper and lower beams are designed from glued laminated timber GL24h. Upper beams and beams of a gallery are designed from glued laminated timber GL36h. Horizontal stiffener is designed from solid wood C24. Central column, inclined beams, stairway, water slide cantilevers, rod and central rod are designed from steel of a strength class S235. Cantilever for gallery is designed from steel of a strength class S355. Connections are designed from steel elements. Statical evaluation, technical report and construction drawing are included
29
Tunková, Eliška. „Víceúčelový objekt v Pardubicích“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392088.
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The topic of my diploma thesis is a design of a construction of a multipurpose building. The floor plan is of irregular shape with a maximal span of 35 metres. There are two buildings in shape of a hexagon, to which another building in shape of a half of a hexagon is connected. Part of the building is designed as a two-storey building and all parts are different in height. The hight of the designed building in its highest point is 13,5 metres. The load-bearing structure consists of glued laminated wood elements and raised wood with steel elements used as fasteners. The construction is designed alternatively from wood and steel. The static solution was made using the RFEM software.
30
Jaitnerová, Vendula. „Jezdecký areál ve Žďáře nad Sázavou“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239993.
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The diploma thesis deals with the project of the horse-riding grounds situated near the town of Žďár nad Sázavou. The complex of buildings consists of two riding halls, a groundskeeper’s flat, stables with a zone for riders and outside stable-boxes for horses. The buildings are laid out in a way to create a closed farmyard. There is a built-in unit located in the larger hall together with accommodation and restaurant with a great view to the riding hall. The horse-riding grounds are used for equitation In the first place. The two outside sandy riding arenas and the two indoor halls give an ideal opportunity for regular horse training as well as riders training. The halls would be also useful for holding the riding works all year round. It is possible to stable 19 horses in the indoor stable and 8 more in the outside stable-boxes in the farmyard. This diploma thesis deals with the project of horse-riding hall with a built-in unit, it also deals with a project for the groundskeeper’s flat and outside stable-boxes for horses. In the framework of the diploma thesis two specialties were elaborated – the project for heating in the built-in unit and the groundskeeper’s flat as well as the project for roofing the riding hall with the glue laminated timber girder. There are seminar paper and architectonic sketches included in the diploma thesis.
31
Kadlček, Dan. „Konstrukce rozhledny v Javorníkách“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227842.
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The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.
32
Stehlíková, Iveta. „Zastřešení sportovního objektu“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391904.
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The goal of this diploma thesis is designed and reviewed the roof of the timber construction of sports structure, the span is 50 m and the length is 90 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are truss girders, which static function as two hinged arch. The stability of the girders is ensured by purlins, transverse stiffeners and longitudinal stiffeners. The stiffeners are situated in five fields. Front sides are made by girts and truss columns.
33
Janírek, Karel. „Zastřešená lávka pro pěší“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227824.
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The content of the master’s thesis is a design and evaluation of the timber construction of roofed footbridge for pedestrians and cyclists across the river Bělá in Jeseník in two different options of structure. The final version is solve in detail. It is a bridge with a span of 32 m and width of 4 m. The supporting structure is made of two two-hinged arch of glued laminated timber with lower deck and steel suspender. The bridge deck consists of two main girders, cross beams and stringers. Roof is from arches, roof beams, steel columns and cross beams. The stability of the whole construction is provided with horizontal longitudinal bracing in the plane of the deck and in the plane of the roof. The calculations are processed according to Czech technical norms ČSN EN.
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Lecián, Martin. „Dřevěná rozhledna“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265701.
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The master's thesis deals with design and static assessment of loadbearing structure the timber viewtower on the hill Hostyn. The shape of the structure is very close oblate spheroid. Towers plan shape is a regular octagon whose outer diameter varies along the height. Tower in the footing and in the top measure 10,5 meters, at mid-height measure 6.5 meters. The height of the viewtower is 35 meters and view floor is located at a height of 30.5 meters. The main structure of tower consists outer towers curved wooden columns and interior steel column. Columns support the horizontal beams and bracing provide rigidity of the structure. The roof has a pyramid shape towers and tends to 17 °. Outer columns are designed from glued laminated wood GL24h, others carrying wooden beam are designed from solid timber C24 steel rods are designed from steel S235. Connections are solved using steel components. The work includes structural calculation, technical report and drawings.
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Rusoňová, Nikola. „Pavilon botanické zahrady v Brně“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227325.
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Master´s thesis describes the design and check of the construction of botanical pavillion in Brno. The structure has an elliptical ground plan with dimensions 34 x 20 m, height of 9 m. The supporting structure consists of 16 support curved ribs which are braced at the top of the elliptical steel ring. Between the ribs are inserted purlins which support the perimeter cladding. The supporting structure is designed as an alternative system as girders of glued laminated timber and as system of steel truss girders.
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Čajda, Daniel. „Hangár“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265258.
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This thesis is about designing and assessmenting timber structure of hangar in Brno - Medlánky. Hangar is designed for small planes at Medlanky airport. Plan view of hangar is 116 m × 64 m and hight is 10,6 m. The building is curved and building forms part of a semicircle. The main frames are irregular and formed of solid girder which statically acting as a double-jointed arches. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure is solved by concrete blocks and foundation strips. A spatial rigidity of the structure is provided by the sway and longitudinal bracings. Roof and peripheral walls are made by sandwich panels.
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Grufíková, Markéta. „Víceúčelová hala v Hodoníně“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225466.
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Master´s thesis describes the design and the check of the construction of the art gallery. This hall has the elliptical ground plan, the main dimensions are 25 x 40 m and the height is 12 m. The structure consists of 24 supporting curved ribs, which are supported on elliptical ring of steel at the top of the construction. Between the ribs are inserted purlins, which support the perimeter cladding. The structure is designed alternatively like the system of the timber solid beams from the glued laminated timber and the system of the steel truss girders.
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Bartoň, Ondřej. „Stavebně technologický projekt Aquacentra Kouhoutovice“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265686.
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The diploma thesis deals with construction technological project of Aquacentre Kohoutovice. The thesis handles technological prescription of compact external cladding assembly including supporting structure. The thesis also includes assessment of transport itinerary, itemized budget with bill of quantities, design of site equipment, time and financial plan, construction schedule, machine assembly, control and test plan and safety and health care policy.
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Janči, Michal. „Nosná konstrukce vícepodlažní budovy“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240148.
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Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.
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Prosseková, Jarmila. „Kraví hora - rodinné stříbro VUT“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-400076.
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The focus of this thesis is an architectural study of the Kraví Hora area in Brno in a 1:200 scale. The area is significant in both size and location, but has been underutilized up to this point. The objective of the thesis is to discover a solution acceptable for the city of Brno as well as BUT, whose intentions with the area differ significantly. The area has been designed to have recreational spaces of greenery. Traffic has been either largely reduced, or eliminated entirely. A wide variety of sports, eductational programs and recreational activities has been made available for visitors of all ages. The objective of the planned area is to inspire and positively motivate the study of technology and interest in science via its functional design. Exhibition areas, lecture halls, rentable workspaces for graduates, a recruitment center and general storage spaces has been designed in the area. The design of the buildings is based around the incline of the plot – they have a maximum of one extra floor over the level of the surrounding terrain. The green roof and the vertical outer layer of laminated timber is designed to provide a natural character to the structures. The predominantly horizontal area is granted an element of verticality in the form of a lookout tower.
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Králíček, Jiří. „Nosná konstrukce sportovní haly“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409855.
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The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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Blaška, Jan. „Lávka pro pěší“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265483.
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The subject of the final thesis is timber footbridge for pedestrians and cyclists over the Desna river in Loucna nad Desnou village. The length of the footbridge is 30 m, width 3 m and height is variable from 4 to 5 m. The footbridge is covered with roof inclination of 20° in transverse direction and the roof is arch in longitudinal direction. Roofing is metal sheet. The structure is three-dimensional truss consists of two truss connected by rafters, floor beams and by members of bracing. The 2D-truss consists of bottom chord, top arch chord and webs. There are end posts made of streel bracing frames. The material of structure is mostly glued laminated timber, then timber and steel. The steel is used for connectors and steel bracing frames.
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Sochorec, Michal. „Lávka pro pěší a cyklisty v Lošticích“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372018.
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The Diploma thesis deals with design and static assessment of timber footbridge structural system for pedestrians and cyclist across the Trebuvka river in Lostice on the site of the existing footbridge. Structural system is designed in two alternatives and assessed according to the current standards. Spans of the bridge are 2x18 m and 1x6 m. The main beams are made of glued laminated timber, other parts of the structure are made of timber and steel elements. First alternative is designed as a simple half-through truss beam, second alternative as continuous beam with variable height where the deck is sitting on top of the girders.
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Kuchtová, Ludmila. „Pavilon v botanické zahradě v Jihlavě“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409838.
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The aim of this diploma thesis is to design a load-bearing structure of the botanical pavillion in Jihlava. The construction is designed as a variable structure of both steel and timber. Each solution has a different type of ribs. The layout is a hexadecagon with maximum dimension of 30 meters. The height of the building is considered to be 10 meters.
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Rückerová, Eva. „Víceúčelová hala v Holicích“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226912.
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Master´s thesis deals with the design and assessment of the roof construction of the multi-purpose hall in Holice. The other two dimensions of the hall are 28 x 45 m. Height of the hall is 11,28 m. Roofing is done in three variants. The final solution is processed for one presentation. The main supporting element is formed by cross-linking arc beam made of laminated wood. Girders are spaced 5 m and connected purlins. Stability of the construction by three field bracings. The cladding is a rafter, shuttering of OSB particle that carry the roof deck.
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Pojezný, Tomáš. „Vyhlídková věž v Beskydech“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226644.
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This work contains structural design and static assessment of the viewing tower in Beskydy. Construction is shaped like fir cone and it is made from glued laminated profiles and steel square tubes. Joints are realized from steel structural elements. Ground plan is regular octagon with external diameter changeable from 7,3 m to 9,3 m. Tower has five viewing platforms. Total height of construction is 27,5 m. For designed structure is made detailed static assessment and drawing documentation.
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Matuška, Martin. „Dřevěná nosná konstrukce víceúčelové haly“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226078.
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This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).
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Morcinková, Eliška. „Výstavní galerie v Olomouci“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240078.
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The aim of this diploma thesis is the design of bearing construction of the Exhibition gallery in Olomouc. The building is of irregular shape with the biggest span of 50 m. The bearing structure in the highest point goes up to 14,6 m. The main design material is the glue-laminated timber GL24h and GL32h. The optimization of chosen parts of the structure has been made and the best option was then used in the detailed structural calculation. The bearing structure consists of circular columns to which the floor beams and roof trusses are connected. The irregular structure of the gallery comprises of three different roof types – flat trafficable roof, double-pitched glass roof formed by pitched cambered trusses and single-pitch roof spanning over the central part of a 20,7 m span. Within the thesis the design and check of the main structure members and connections has been made. The entire structure is pinned and its stiffness is secured by the system of tension rods and rigid floor and roof construction respectively.
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Uherka, Pavel. „Tepelně-vlhkostní analýza konstrukcí masivních dřevostaveb“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240341.
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This thesis deals with massive wooden buildings especially with regard to the current approach to their design, assessment and approval. In this thesis are shown future possibilities of development of traditional wooden buildings with regard to current thermal technical requirements. Theoretical considerations are then compared with measurements which were performed on massive wooden wall samples.
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Lečbych, Antonín. „Trojlodní objekt pro průmyslovou výrobu“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227558.
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The thesis contains the design and assessment of three-aisled steel building for small metal production. Supporting span of construction hall is 9, 18 and 9 m. In the middle wing is situated bridge crane with capacity of 2 tons. The estimated location of the object is Luhačovice. The initial design concept was specified by supervisor (as the idea of the investor/architect), for which was did static and structural solution and assembly details. For selected option was made a calculation of supporting structures and selected assembly details. The hall has a rectangular floor plan of 36x36m and ridge height is 9 m. The central wing is made of steel and side extensions are made of glued laminated timber.