National Repository of Grey Literature 7 records found  Search took 0.01 seconds. 
Studying the impact of mixed cement, limestone in particular, the properties of fresh and hardened concrete
Jarolím, Tomáš ; Horák, Ota (referee) ; Hela, Rudolf (advisor)
This thesis focuses on collecting all available data on mixing Portland cements and especially on Portland cements with limestone. In the experimental part are compare the rheological properities of mixing Portland cements with limestone, their compatibility with plasticizing additives, witch depends on the type of additives, dosage and time, then in experimental part they are summarized monitoring of physical-mechanical properties and volume changes of concrete.
Use of nanotechnologies, especially CNT, in silicate composites
Jarolím, Tomáš ; Bodnárová, Lenka (referee) ; Martinec,, Petr (referee) ; Kalina,, Michal (referee) ; Hela, Rudolf (advisor)
Thesis theme were nanomaterials and its implementation to cementitious materials. Theoretical part has deal with description of carbon nanotubes types, their properties, production, ways of dispergation, nanotoxicity and CNT’s influence on silicate composites characteristics. Experimental part was divided to 5 stages. The first stages were focused on choosing appropriate carbon nanotubes and surfactants. In the next stage settings of US homogenizator were determinate (amplitude, US energy dosage, time). The part of US homogenizator setting process was observing influence of liquid environment characteristics (especially pH) on surface tension and particle distribution and influence of US energy on CNT walls damages through TEM. After dispergation parameters optimalization cement pastes were prepared and hydration temperature, hydration heat and viscosity were observed. Then testing specimens from cement mortar were prepared and tested form strength characteristics. Last stage was concrete production and their examination: compressive strength, flexural strength, static modulus of elasticity, dynamic modulus of elasticity, tensile splitting strength, depth of penetration of water under pressure, resistance of cement concrete surface to water and defrosting chemicals and determination of frost resistance of concrete. Samples with CNT addition had better strength characteristics and better resistance of penetration of water under pressure, water and defrosting chemicals resistance and frost resistance. Result of thesis is comprehensive study of CNT dispersion production and implementation CNT dispersion to concrete including testing specific concrete characteristics.
Use of nanotechnologies, especially CNT, in silicate composites
Jarolím, Tomáš ; Bodnárová, Lenka (referee) ; Martinec,, Petr (referee) ; Kalina,, Michal (referee) ; Hela, Rudolf (advisor)
Thesis theme were nanomaterials and its implementation to cementitious materials. Theoretical part has deal with description of carbon nanotubes types, their properties, production, ways of dispergation, nanotoxicity and CNT’s influence on silicate composites characteristics. Experimental part was divided to 5 stages. The first stages were focused on choosing appropriate carbon nanotubes and surfactants. In the next stage settings of US homogenizator were determinate (amplitude, US energy dosage, time). The part of US homogenizator setting process was observing influence of liquid environment characteristics (especially pH) on surface tension and particle distribution and influence of US energy on CNT walls damages through TEM. After dispergation parameters optimalization cement pastes were prepared and hydration temperature, hydration heat and viscosity were observed. Then testing specimens from cement mortar were prepared and tested form strength characteristics. Last stage was concrete production and their examination: compressive strength, flexural strength, static modulus of elasticity, dynamic modulus of elasticity, tensile splitting strength, depth of penetration of water under pressure, resistance of cement concrete surface to water and defrosting chemicals and determination of frost resistance of concrete. Samples with CNT addition had better strength characteristics and better resistance of penetration of water under pressure, water and defrosting chemicals resistance and frost resistance. Result of thesis is comprehensive study of CNT dispersion production and implementation CNT dispersion to concrete including testing specific concrete characteristics.
Political Communication on Social Media: Comparative Analysis of Czech and Swedish Greens
Jarolím, Tomáš ; Štětka, Václav (advisor) ; Císař, Ondřej (referee)
Social media has changed political communication. Politicians social media posts, which are often prepared by their political marketers, fill content of traditional media. In this thesis the theoretical concepts of political communication on social media are presented. This thesis deals with how Strana zelených (Czech Greens) and Miljöpartiet de Gröna (Swedish Greens) communicate on social media, respectively it compares who and what is behind this communication on various political levels. It is demonstrated through thematic analysis, which is based on data from semi-structured interviews with administrators of selected social media profiles; through frequency analysis of types of posts on social media; and through quantitative analysis from the international project Online political communication strategies in 28 EU countries. The thesis describes the structures of the communication teams of both sides at different levels, and it describes the processes how the Facebook posts are created and who makes them. It also describes what communication strategies they use in interaction with Facebook users.
Studying the impact of mixed cement, limestone in particular, the properties of fresh and hardened concrete
Jarolím, Tomáš ; Horák, Ota (referee) ; Hela, Rudolf (advisor)
This thesis focuses on collecting all available data on mixing Portland cements and especially on Portland cements with limestone. In the experimental part are compare the rheological properities of mixing Portland cements with limestone, their compatibility with plasticizing additives, witch depends on the type of additives, dosage and time, then in experimental part they are summarized monitoring of physical-mechanical properties and volume changes of concrete.

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