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The multistorey office building
Bílek, Tomáš ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
Design of a new steel structure administrative building in Zlín. Structure is consist of three parts. The part A is designed of three fields in the transverse direction and five fields in the longitudinal direction. This part is two-storey. The part B is designed of two fields in the transverse direction and three fields in the longitudinal direction. This part is six-storey (five-storey). The part C is designed of two fields in the transverse direction and five fields in the longitudinal direction. This part is four-storey (three, two-storey). In both directions in all parts of the building is the distance between the columns in all fields of 6,0 meters. Structural elevation of all floors is 3,5 meters. Shape and dimension design. Fixed, utility, climatic load. The purpose is confrontation of inner forces and dimensioning of main supporting elements in three variations of structure. Comparsion of variations. More detailed static calculation, drawings for the selected variant. Detailed drawings for part of building.
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Load-carrying structure of the covered footbridge between buildings in schooling premises
Fiedlerová, Lucie ; Karmazínová,, Marcela (referee) ; Melcher, Jindřich (advisor)
The subject of this master’s thesis is to design the supporting steel structure covered pedestrian bridge between the learning area buildings A and D of the Faculty of Civil Engineering, street Veveří 95 in Brno. The construction is designed as a bridge rod spatial structure with two main girders. The girders are a combination Vierendeel girder and truss structure. The girders are connected at the level of the upper and lower band by a crosspiece. The horizontal stiffness of the upper and lower surface structure is ensured by bracing. The upper surface of the pedestrian bridge is horizontal in the longitudinal direction. The lower surface of the pedestrian bridge is curved in order to overcome the difference in height between buildings A and D. This solution is the result of comparison an evaluation of three alternative solutions.
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Steel Lattice Mast 4x110kV
Baďura, Martin ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of this thesis is the design of the supporting steel lattice tower for power lines 4 x 110 kV. The spatial structure of the support construction is designed in accordance with the security requirements for the purpose of the object (i.e. power transmission). The supporting structure of the tower is designed from standard rolled steel sections and accommodates any recent changes in regulations and technical standards related to the construction and operation of outdoor high-voltage power. These changes are mainly related to the new European regulations and standards and their harmonisation with the Czech system.
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Single-spar Travelling Crane MV 6,3/9
Čížek, Ondřej ; Pokorný, Přemysl (referee) ; Mynář, Břetislav (advisor)
Bachelor’s thesis will deal with single-spar travelling crane with under crane trolley, lifting capacity 6,3t. Aimed at design main structural parts, which I split to three main parts. First part will deal with design crane bridge, second part will design crosspiece and third part will design screw connection. In calculations and designs I keep to the ČSN standards and crane design literature. This Bachelor’s thesis was written by cooperation with Iteco company.
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Travelling crab
Odehnal, Jiří ; Pokorný, Přemysl (referee) ; Malášek, Jiří (advisor)
This Bachelor’s thesis deals with the design of a crane crab lifting gear with a load capacity of 10, 000 kg. Based on the entered parameters, the rope, rope drum, balancing pulley, and the block pulley’s main body parts, such as guide pulley, piston pins, side rails and crosspiece, are calculated. The thesis also includes a strength check of the rope drum and the individual parts of the block pulley, the draft of the lifting gear’s drive as well as the drawings of the block pulley set and selected parts.
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Travelling crab
Odehnal, Jiří ; Pokorný, Přemysl (referee) ; Malášek, Jiří (advisor)
This Bachelor’s thesis deals with the design of a crane crab lifting gear with a load capacity of 10, 000 kg. Based on the entered parameters, the rope, rope drum, balancing pulley, and the block pulley’s main body parts, such as guide pulley, piston pins, side rails and crosspiece, are calculated. The thesis also includes a strength check of the rope drum and the individual parts of the block pulley, the draft of the lifting gear’s drive as well as the drawings of the block pulley set and selected parts.
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The multistorey office building
Bílek, Tomáš ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
Design of a new steel structure administrative building in Zlín. Structure is consist of three parts. The part A is designed of three fields in the transverse direction and five fields in the longitudinal direction. This part is two-storey. The part B is designed of two fields in the transverse direction and three fields in the longitudinal direction. This part is six-storey (five-storey). The part C is designed of two fields in the transverse direction and five fields in the longitudinal direction. This part is four-storey (three, two-storey). In both directions in all parts of the building is the distance between the columns in all fields of 6,0 meters. Structural elevation of all floors is 3,5 meters. Shape and dimension design. Fixed, utility, climatic load. The purpose is confrontation of inner forces and dimensioning of main supporting elements in three variations of structure. Comparsion of variations. More detailed static calculation, drawings for the selected variant. Detailed drawings for part of building.
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Load-carrying structure of the covered footbridge between buildings in schooling premises
Fiedlerová, Lucie ; Karmazínová,, Marcela (referee) ; Melcher, Jindřich (advisor)
The subject of this master’s thesis is to design the supporting steel structure covered pedestrian bridge between the learning area buildings A and D of the Faculty of Civil Engineering, street Veveří 95 in Brno. The construction is designed as a bridge rod spatial structure with two main girders. The girders are a combination Vierendeel girder and truss structure. The girders are connected at the level of the upper and lower band by a crosspiece. The horizontal stiffness of the upper and lower surface structure is ensured by bracing. The upper surface of the pedestrian bridge is horizontal in the longitudinal direction. The lower surface of the pedestrian bridge is curved in order to overcome the difference in height between buildings A and D. This solution is the result of comparison an evaluation of three alternative solutions.
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