National Repository of Grey Literature 157 records found  beginprevious148 - 157  jump to record: Search took 0.00 seconds. 
TECHNODAT, CAE systems - technological phase substructure
Minarčík, Michal ; Novotný, Michal (referee) ; Henková, Svatava (advisor)
The content of bachelor´s thesis is the construction and technological project of headquaters and training center Technodat, CAE systems, s.r.o. company. The project icludes technological regulations of earthwork, foundation constructions, vertical and horizontical construction substructure. Technological regulations are complemented with draft of the suitable machinery and construction zone facilities. The author also deals with solutions of safety and control quality.
Petrol station at D5, technological phase substructure
Čeňková, Lydie ; Krejčí, Vlastimil (referee) ; Vlčková, Jitka Laura (advisor)
The bachelor thesis deals with the construction of buildings lower highway service areas, primarily pumping station and its accessories. Basis of the work are technological regulations for the implementation earthworks, installation of underground steel tanks fuel, the work of the foundation and system design site. The work also includes an itemized budget, time schedule, schedule, safety and quality inspection work performed and draft mechanical assembly for the stage.
The realization of the substructure of the Zlín - Příluky office building
Gajdoš, Filip ; Hanzelková, Martina (referee) ; Kantová, Radka (advisor)
This Bachelor´s thesis contains of technological process of groundwork office building. Contains technological instructions of groundwork and foundation, mechanization plan, ensuring quality requirements and construction organization.
SUBSTRUCTURE OF A TRAINING CENTER OF COMPANY BATIST
Možíš, Jan ; Hanzelková, Martina (referee) ; Kantová, Radka (advisor)
The subject of my bachelor thesis is the construction-technological project of a training center of company Batist, Červený Kostelec. Thesis is focused on the most optimal technological procedures of demolition and groundworks along with base designs substructures. Regulations are supplemented by inspectional and trial plans, appropriate machinery and equipment of assembly site. Included is also work safety, time schedule and budget of substruture. The most interesting thing of my thesis will be comparison of the financial foundation with the original design of reinforced concrete structures on foundation along with compaction of the substrate, the design of the building foundation on bored piles.
SUBSTRUCTURE OF A POLYFUNCTIONAL BUILDING ČESKÁ SKALICE
Výborný, Václav ; Špinar, Petr (referee) ; Kantová, Radka (advisor)
The main contents of the thesis is solving a construction-technological project substructure of a polyfunctional building Česká Skalice. Substructure is based on two height levels on bored piles. The first height level is called SECTION A, the second height level is called SECTION B. The base structure consists an angled base plate, which consists from two horizontal plates shifted against each other about one floor and between plates is a basement wall. The base plate in SECTION A is solved together with ceiling plate 1. PP. Further there is solved structures for two lift shafts . The thesis includes a technical report, technologic instructions, plan of building site, selected constructional details, cost estimate, schedule, machinery composition, control and testing plans, safety at work and environmental protection.
Olomouc hl.n. - Nezamyslice Railway Track Refurbishment (section between km 69,877 - km 75,583) Including Track Laying Technology
Fabiánová, Lucie ; Sobotka, Lukáš (referee) ; Říha, Tomáš (advisor)
The main aim of this thesis is to adjust the geometric parameters of colleges and reconstruction of the superstructure in the section between the railway station and railway station Pivín Bedihošť at km 69.877 to 75.583 on the single-track railway main station no.301 Olomouc - Nezamyslice an effort to maximize line speed. When reconstruction is needed to solve a level crossing and railway station Čelčice by applicable law. The renovation will also include renovation of the existing drainage design and technology work.
Multifunctional building - technological phase substructure
Krč, Jan ; Bravenec, Roman (referee) ; Vlčková, Jitka Laura (advisor)
This bachelor thesis deals with substructure of multifunctional building, which is based on bored piles in three levels, due the difficult foundation conditions. The main part of thesis consists of the technical regulations about earthworks, technology implementation of large-diameter bored piles and their base structures. It also deals with quality assurance of works performed and their control, their time and financial demands, design of appropriate building machines and small machinery for their implementation and safety of work. Simultaneously the thesis deals with organization of construction and site design with regard to each phase of construction.
The Realization of the Substructure of the NAMIRO Olomouc Office Building
Lukešová, Edita ; Šimáčková, Martina (referee) ; Kantová, Radka (advisor)
Bachelor’s thesis contains description of technological process of groundwork, foundation and concreting of monolithic structure, mechanization plan, safety and quality of work and constructional plant.
Substructure of a residential building Brno, Klíčova
Sviták, Roman ; Šimáčková, Martina (referee) ; Kantová, Radka (advisor)
The content of bachelor´s thesis is the construction and technological project a residential building Brno, Klíčova. The project includes technological regulations for earthwork and foundation constructions, vertical and horizontal structure of substructure. The regulations are supplemented by inspection and test plans, suitable machinery and site equipment. Also is includes safety at work, time schedule and budget of substructure.
MKP analýza únosnosti vícevrstvého železničního podloží
Jiroušek, Ondřej ; Kunecký, Jiří ; Jíra, J. ; Horníček, L.
Numerical investigation of bearing capacity of railway substructure using finite element method and laboratory experiments is presented. A set of parametric FE models is built and unified approach for assessment of bearing capacity of the construction presented. Results are presented in terms of design graphs, where for every type of substructure design resulting bearing capacity is evaluated. Presented methodology is easily extensible for reinforcing effects of layer inclusion, geogrid placement or use of cemented layers.

National Repository of Grey Literature : 157 records found   beginprevious148 - 157  jump to record:
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