National Repository of Grey Literature 45 records found  previous6 - 15nextend  jump to record: Search took 0.02 seconds. 
Hotel Harrachov - annexe gym, earthwork
Vančura, Jaroslav ; Hanzelková, Martina (referee) ; Šlanhof, Jiří (advisor)
The content of this bachelor's thesis is a result of technological stage earthwork by the annexe gym to the actual object VZ Dukla in the city Harrachov. In the side of deep cut into the terrain is designed micropile bracing walls, which prevent landslides in the construction pit. The thesis content a technological prescribe for earthwork, traffic situation, safety and protection of health during the work, a situation of facilities building side. Then there is solved a inspect and probationary plan for stage earthwork, time schedule, budget and machinery draft report. The last one point is voluntary attendance in school competition with the project optimization of mechanical assemblies for earthwork
Sugar storage tank
Kotík, Libor ; Musil, Jiří (referee) ; Zich, Miloš (advisor)
The matter of this thesis is static design and examination of prestressed storage tank to 50000 tons of sugar. Computational model of the steel roof structure is processed and its effect on the silos. Loads is provided of sugar. Optimal design is performed and assessment ultimate and serviceability limit state reinforced concrete and prestressing horizontal silo wall including local load. Next, it is performed the design of a reinforced concrete of the plane bed and column and assessment at the ultimate limit state. The thesis is also drawing documentation, technical report and visualization of construction process. The aim of this work is to the design of the main components based on the required storage capacity tank, mechanical properties of the stored material and technical amenities.
Technological phase of the cover ground object
Fatura, Josef ; Čech, David (referee) ; Henková, Svatava (advisor)
Thesis resolves civil technological stage of the roofing of the administrative buildings and warehouse halls in the Grand River. It deals with the structure, roof insulation, nekrokevní, klempířskými and povlakovou-covering elements. The work contains technology rules, a statement of the Bill, the timetable, drawings and other technological documentation stage.
Design of prestressed bridge structure
Otáhal, Ondřej ; Rybák, Vít (referee) ; Klusáček, Ladislav (advisor)
Diploma thesis deals with design of a road bridge over Husí potok in Hladké Životice. The supporting structure of the bridge is designed in three variants, one of which is selected variant post-tensioned slabs. To address the internal forces is used computing software Scia Engineer. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. For chosen variant is prepared drawing documentation and visualization.
Residential building Šemberova, Brno - The solution phase realization of the envelope
Novák, Martin ; Liška, Pavel (referee) ; Novotný, Michal (advisor)
This Bachelor's thesis deals with the execution of the envelope residential building Šemberova. It concerns realization of the ventilated façade. In this Bachelor's thesis, the building technological project contains primarily a model of the building site accessories, the technological process, the time schedule, the financial heftiness, the machines formation, the check and the test plan, the occupational safety, for these technological phases.
Permanent Security of Slope Cut
Závacký, Martin ; Štefaňák, Jan (referee) ; Masopust, Jan (advisor)
The theme of this work is to create an overview of casing deep trenches. Furthermore, in order to practically apply the knowledge and propose appropriate security solution for a particular site based on its specifics. The proposed solution then statically assessed.
Diagnostic and Reconstruction Design of Brick Building in Medlice
Košárek, Jan ; Cikrle, Petr (referee) ; Kocáb, Dalibor (advisor)
Master’s thesis deals with diagnostics and reconstruction of neo-gothic chapel in Medlice. Summary of appropriate testing methods for this chapel is compiled. Visual examination of whole structure have been performed by diagnostics. Masonry element strength was found out at specimens which had were taken out from structure (drill cores and whole bricks). Masonry elements also was tested by Schmidt hammer LB. Mortar was tested by Kucera’s drill. Masonry strength required for static calculation was computed from achieved values. After examination of all structure defects have been designed reconstruction by post-tensioning.
New directions for waterproofing of underground transport
Čech, Tomáš ; Čížek, Luboš (referee) ; Šťastník, Stanislav (advisor)
This diploma thesis focuses on the implementation of waterproofing of underground constructions using an LLDPE membrane hinged on anchors. In the future, this method will replace the commonly used waterproofing system in Scandinavia with extruded polyethylene foam. This method of tunnel construction and waterproofing is compared with the NRTM method, often used in Central Europe. The thesis describes the installation of a waterproofing system, especially materials, accessories, welding devices and auxiliary installation equipment. The main focus of the thesis is to verify the reliability of the individual types of welds and to assess the waterproofing system in terms of implementation and environmental demands.
The Design of Foundation of Building in Karlovy Vary
Hrdý, Roman ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
This thesis deals with the foundation of multifunctional building in Karlovy Vary. The aim of this thesis is to design a safe, economical and functional solutions for sheeting underground floors of the building and design of foundation structures.
Business Centre
Dežerická, Lucia ; Pešek, Ondřej (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with the design and assessment of the two different variants of the steel structure of the business centre. The building is situated in Uherské Hradiště. The construction has several floors and the ground floor in the 1st floor is 32 x 32 m, it gradually extends evenly up in 2nd floor and 5th floor, to the total ground plan dimensions of 48 x 48 m. The building has 8 floors and its maximum construction height is 40 m. The supporting system of the structure is designed from S 355 steel, it consists of steel-concrete beams, dies and columns.

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