|
|
Steel structure of a sport hall
Lorenc, Jakub ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this bachelor’s thesis is the design and assessment of main load-bearing elements of the steel structure of sport hall in Lužice. The building is of rectangular plan of dimensions 37,12x51 m and height 12,8 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 6 m and they are connected by purlins and girts. The spatial rigidity of the structure is ensured with a system of bracings. The structure elements are made of steel class S235, the cladding consists of sandwich panels.
|
|
|
Joints from FRP composite intended for transport infrastructure
Simon, Pavel ; Maňas,, Pavel (referee) ; Schmid, Pavel (referee) ; Karmazínová, Marcela (advisor)
This thesis deals with junction points of construction used in transport infrastructure, which are made of FRP composite material. Main focus is on bonded joints. The material and geometrical criteria od FRP material and there influence to junctions are analyzed. In sequential steps the development of the design of joints applicable to reference constructions - pedestrian walkways is documented. There are also presented practical experiences from the tests of joints of overlapped and single-sided joints, as well as experience from the design, production and testing of two types of pedestrian bridges on a real scale. Furthermore, extensive comparison of joints, in particular T-joints with closed profiles for selected types of fasteners, is provided. From a simple connection, screws and rivets or plain bonding to combined joints. These are assessed both in terms of bearing capacity and their deformation behavior. These tests are performed for two material combinations, FRP-FRP and FRP-steel.
|
|
|
The pavilion in the zoo Lešná
Petrík, Tomáš ; Puchner, Josef (referee) ; Šmak, Milan (advisor)
The subject of the diploma thesis is a processed design of a steel construction of a pavilion shaped by spherical segments. The pavilion has exhibition purpose as a part of the zoological garden Lešná, and is intended for African beasts. The design meets architectonical requests - roundness and luminosity. A shape of the pavilion consists of three intersecting cupolas with a frontal curved cut out for glass facade. Construction of the pavilion consists of the radial arranged arched ribs with transversal bars, which are supplemented by horizontal purlins. Forehead of the pavilion is formed by columns and girts. Cladding is designed in combination: aluminum profile and insulated glass. Comparison of alternative steel structure solutions is also a part of the diploma thesis.
|
|
| |
|
|
Glasshouse
Sejbalová, Kateřina ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This master thesis deals with design of a load-bearing steel structure, i tis located in ZOO Zlín areal. The building serves as a glasshouse. It is a single-storey building with circle plan, 39,04 m diameter and 15,63 m height. Space construction follows spherical cap of a sphere with diameter 40 m. Variant A building is design as a fuller dome. Variant B building consists of hexagons, which are getting smaller with height, at the upper part is the hexagonal geometry cancelled and geometry made from triangles follows. This thesis contains design of a pedestrian bridge, which carries all technical loads. The thesis contains static report of the beams a design of main joints.
|
|
|
Furniture shop
Richtrová, Pavla ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The aim of this bachelor thesis was to design and assessment of the key elements of the supporting structure of the furniture store. Glued laminated timber of GL24h class was designed as the main material of the supporting elements. The construction is symmetry square layout 30x30 m. The roof structure has the shape of a pyramid with a slope of 15°. The top of construction consist of the corner rafters installed on the corner columns. The main reinforcing elements are columns and rungs, which form stiff knee and ensure the stability. Roof cladding is considered of the panels of insulating glass for the upper half and metal tiles for the bottom half of construction for the calculation. External cladding is designed of sandwich walls. Detailed composition roof and external cladding were not resolved within the work. Bachelor thesis consists of a static calculation in which the individual cross sections and their joints including anchoring are assessed, technical report and drawings.
|
|
| |
|
|
Glasshouse
Sejbalová, Kateřina ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This master thesis deals with design of a load-bearing steel structure, i tis located in ZOO Zlín areal. The building serves as a glasshouse. It is a single-storey building with circle plan, 39,04 m diameter and 15,63 m height. Space construction follows spherical cap of a sphere with diameter 40 m. Variant A building is design as a fuller dome. Variant B building consists of hexagons, which are getting smaller with height, at the upper part is the hexagonal geometry cancelled and geometry made from triangles follows. This thesis contains design of a pedestrian bridge, which carries all technical loads. The thesis contains static report of the beams a design of main joints.
|
|
|
Joints from FRP composite intended for transport infrastructure
Simon, Pavel ; Maňas,, Pavel (referee) ; Schmid, Pavel (referee) ; Karmazínová, Marcela (advisor)
This thesis deals with junction points of construction used in transport infrastructure, which are made of FRP composite material. Main focus is on bonded joints. The material and geometrical criteria od FRP material and there influence to junctions are analyzed. In sequential steps the development of the design of joints applicable to reference constructions - pedestrian walkways is documented. There are also presented practical experiences from the tests of joints of overlapped and single-sided joints, as well as experience from the design, production and testing of two types of pedestrian bridges on a real scale. Furthermore, extensive comparison of joints, in particular T-joints with closed profiles for selected types of fasteners, is provided. From a simple connection, screws and rivets or plain bonding to combined joints. These are assessed both in terms of bearing capacity and their deformation behavior. These tests are performed for two material combinations, FRP-FRP and FRP-steel.
|
|
|
Steel structure of a sport hall
Lorenc, Jakub ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this bachelor’s thesis is the design and assessment of main load-bearing elements of the steel structure of sport hall in Lužice. The building is of rectangular plan of dimensions 37,12x51 m and height 12,8 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 6 m and they are connected by purlins and girts. The spatial rigidity of the structure is ensured with a system of bracings. The structure elements are made of steel class S235, the cladding consists of sandwich panels.
|
guest ::
