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Development of technologies for 3D printing of concrete structures
Roupec, Josef ; Hela,, Vlastimil (referee) ; Hela, Rudolf (advisor)
Subject of dissertation was to itemize testing methods in fresh and hardened state of cement paste or concrete. During this process some new testing methods and specimen creation protocols were proposed. Further was created list of used materials and mix design processes which led to list of used 3D printing mixture designs and 3D printers. Next part of dissertation was devoted to creation of 3D printing mix design and observations based on them. At~the end is proposed a radical change in testing methods which utilizes latest advancements in computer science and could be part of digital design process for construction.
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Study of durability of concrete with recycled concrete and brick
Voráč, Jiří ; Hela,, Vlastimil (referee) ; Hela, Rudolf (advisor)
This bachelor thesis deals with issues of recycled concrete. The theoretical part describes the process of recycling the construction and demolition waste and describes requirements for recycled aggregate and recycled concrete in Czech republic and some of the member states of EU. The experimental part is focused on design of concrete with a substitution of coarse aggregate with a recycled concrete and brick aggregate.
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Mechanical activation of recycled concrete as an active ingredient
Opat, Lubomír ; Hela,, Vlastimil (referee) ; Hela, Rudolf (advisor)
This diploma thesis deals with the issue of using fine powder of concrete recyclate. In this thesis, the theoretical expectations of milling are summarized as well as high energy milling. Afterwards professional articles, in which fine powder of concrete recyclate is successfully activated, are described and commented on. In the experimental part, there are 11 recipes of cement mortar and 3 recipes of concrete mixed. The benefit of using fine powder of concrete recyclate as a possible substitute for part of the cement is evaluated.
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DIFFERENT TYPES OF CONCRETE ADMIXTURES AND THEIR EFFECT ON PROPERTIES OF FRESH AND HARD SPRAYED CONCRETE
Hela, Vlastimil ; Brožovský, Jiří (advisor)
The current technology for sprayed concrete cannot do without various types of concrete admixtures allowing that more demanding requirements for quality and overall characteristics of Sprayed Concrete can be met. These are mainly concrete plastificators and set acceleration admixtures. In practice these technologies are employed especially in construction of underground structures where the working conditions are often very restricted. In these days Sprayed Concrete is usually applied by wet spraying where the fresh concrete is made in a batching plant and then transported to the construction site. That is why it is also important to pay attention to rheology characteristics of sprayed concrete. The concrete is then placed by a special spraying plant while it is ensured that all requirements and technical specifications for sprayed concrete are complied with. The characteristics are most affected by the admixtures - both plastificators and accelerators and their compatibility with cement. In order to acquire new evidence in the field of sprayed concrete technology and use of admixtures and their effect in relation with various types of cement a number of combinations of admixtures and cements were tested. Gradually results were obtained and recorded for rheology of cement mortars and concrete, for characteristics of young sprayed concrete mixes and for the comparison between the laboratory tests and findings from daily practice.
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Study of the effect of sealing paints on the resistance of concrete to weathering
Sláma, Radek ; Hela,, Vlastimil (referee) ; Hubáček, Adam (advisor)
Purpose of this bachelor thesis is to summarize existing knowledge of sealing paints and evaluate its effect on concrete surface. Emphasis is placed especially on description of single paint type, application methods and description of degradation effect on concrete, which protective painting should prevent. In experimental part of this thesis are researched properities of chosen sealing paintings types on resistence of concrete to wheathering. Observed tests are especially absorption, resistance of concrete surface to effect of chemical and defrosting substances and depth of penetration of water under pressure.
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: Development of special high strength concrete with low volume changes
Meruňka, Milan ; Hela,, Vlastimil (referee) ; Hela, Rudolf (advisor)
The bachelor thesis deals with problems of volume changes of concrete, especially shrinkage of concrete. Types of concrete changes, causes, occurrences, and ways to eliminate them are described. The experimental part is focused on monitoring the volume changes of concrete within 28 days of maturing using a different type and dose of shrinkage reducing additions, a summary of cement pastes within 24 hours of mixing, the development of temperatures of the hydration temperatures of concrete and cement pastes.
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Reactive powder composites and cement composites without macropores
Panenková, Monika ; Hela,, Vlastimil (referee) ; Hela, Rudolf (advisor)
This diploma thesis deals with the design principles and manifacture of ultra performance concrete (UHPC), reactive powder composites (RPC) and other fine-grained materials, such as Macro defect free (MDF) or Densified systems with small particles (DSP). Theoretical part of this work is focused on the requirements of properties and composition UHPC and RPC and methodology of their design principles. Experimental part describes design principles RPC, manufacture of test specimens, testing of certain physical and mechanical properties, such as tensile strenght, bending strenght and compressive strenght and determination chemical character X-ray and thermal analysis.
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Effect of active ingredients to the activity of cementing compound with non-alkaline accelerator additive for sprayed concrete.
Závacký, Jakub ; Hela,, Vlastimil (referee) ; Hela, Rudolf (advisor)
The bachelor thesis deals with the problems of the sprayed concrete with the focus on usage of the active ingredients with non-alkaline accelerator additive. The theoretical part covers the current level of knowledge of how the active ingredients are used in the sprayed concrete and their influence on the process of hydration. In the experimental part the reactivity of cementing compound with non-alkaline accelerator on the basis of aluminium sulphate were compared in a laboratory when the active ingredients (such as slag, fly-ash and very fine limestone) were used. The cements CEM I 42,5 R, made by different producers were verified on the basis of the setting time and early strength gain using the Vicat needle to examine the mechanical properties after 6 and 24 hours.
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