4 resultados para Microsilica
Resumo:
The preparation of cement slurries for offshore well cementing involves mixing all solid components to be added to the mixing water on the platform. The aim of this work was to study the formulation of pre-prepared dry mixtures, or grouts, for offshore oilwell cementing. The addition of mineral fillers in the strength of lightweight grouts applied for depths down to 400 m under water depths of 500 m was investigated. Lightweight materials and fine aggregates were selected. For the choice of starting materials, a study of the pozzolanic activity of low-cost fillers such as porcelain tile residue, microsilica and diatomaceous earth was carried out by X-ray diffraction and mechanical strength tests. Hardened grouts containing porcelain tile residue and microsilica depicted high strength at early ages. Based on such preliminary investigation, a study of the mechanical strength of grouts with density 1.74 g/cm3 (14.5 lb/gal) cured initially at 27 °C was performed using cement, microsilica, porcelain tile residue and an anti-foaming agent. The results showed that the mixture containing 7% of porcelain tile residue and 7% of microsilica was the one with the highest compressive strength after curing for 24 hours. This composition was chosen to be studied and adapted for offshore conditions based on testes performed at 4 °C. The grout containing cement, 7% of porcelain tile residue, 7% of active silica and admixtures (CaCl2), anti-foaming and dispersant resulted satisfactory rheology and mechanical strength after curing for 24 hours of curing
Resumo:
From the 70`s, with the publication of the Manifesto for Environment UN Conference, held in Stockholm, in Sweden (1972), defend and improve the environment became part of our daily lives. Thus, several studies have emerged in several segments in order to reuse the waste. Some examples of waste incorporated in portland cement concrete are: rice husk ash, bagasse ash of cane sugar, powder-stone, microsilica, tire rubber, among others. This research used the residue of the mining industry Scheelite, to evaluate the incorporation of the residue composition of Portland cement concrete, replacing the natural sand. The percentage of residue were incorporated from 0% to 100%, with a variation of 10%, 11 being produced concrete mix in the ratio 1:2:3:0.60, by mass. We evaluated the following characteristics of concrete: slump test, compressive strength, tensile strength by diametral compression, water absorption, porosity and density, based on the ABNT, through tests performed in the Laboratory of Civil Construction, UFRN. The trace with the addition of 60% scheelite residue was obtained which better performance. Therefore, the use of the waste from the production of Scheelite is feasible due to the durability parameters (water absorption and porosity), sustainability, and the good results of the resistance of the concrete
Resumo:
Ao longo dos anos o desenvolvimento industrial trouxe uma crescente geração de resíduos, que são potenciais problemas ambientais. Estudos das características destes materiais, bem como o desenvolvimento de técnicas para sua utilização se tornam imprescindíveis para a preservação do meio ambiente. Assim este trabalho objetiva a caracterização e utilização de cinza volante proveniente da queima de carvão mineral em caldeiras, assim como o uso de microssílica, utilizada para alterar a relação molar Si/Al da mistura cinza/microssílica na síntese de zeólitas. Para a caracterização da cinza foram utilizados métodos de análise química, física e mineralógica como: difração de raios X, fluorescência de raios X, microscopia eletrônica de varredura, análise granulométrica, análise térmica diferencial e termogravimétrica. Os ensaios de síntese foram feitos a 60, 100, 150 e 190 °C, com razão molar de Na2O/Al2O3 igual a 5 e Si/Al variando de 2,12 a 15, e tempo de reação 24 h. Os resultados da caracterização da cinza mostram potencial utilização deste como matéria-prima para a síntese de zeólitas, pois apresenta ~ 50% de SiO2 e Al2O3, fases mineralógicas bem definidas, baixo teor de umidade, baixa granulometria (d90 < 10 µm), entre outros. Análises de difração de raios X dos produtos das sínteses mostraram a formação de alguns tipos de zeólitas, como analcima, phillipsita, sodalita, zeolita P e tobermorita. Deste modo, a mistura cinza e microssílica nestas condições reacionais mostram-se matérias-primas promissoras para a síntese de zeólitas.
Resumo:
The preparation of cement slurries for offshore well cementing involves mixing all solid components to be added to the mixing water on the platform. The aim of this work was to study the formulation of pre-prepared dry mixtures, or grouts, for offshore oilwell cementing. The addition of mineral fillers in the strength of lightweight grouts applied for depths down to 400 m under water depths of 500 m was investigated. Lightweight materials and fine aggregates were selected. For the choice of starting materials, a study of the pozzolanic activity of low-cost fillers such as porcelain tile residue, microsilica and diatomaceous earth was carried out by X-ray diffraction and mechanical strength tests. Hardened grouts containing porcelain tile residue and microsilica depicted high strength at early ages. Based on such preliminary investigation, a study of the mechanical strength of grouts with density 1.74 g/cm3 (14.5 lb/gal) cured initially at 27 °C was performed using cement, microsilica, porcelain tile residue and an anti-foaming agent. The results showed that the mixture containing 7% of porcelain tile residue and 7% of microsilica was the one with the highest compressive strength after curing for 24 hours. This composition was chosen to be studied and adapted for offshore conditions based on testes performed at 4 °C. The grout containing cement, 7% of porcelain tile residue, 7% of active silica and admixtures (CaCl2), anti-foaming and dispersant resulted satisfactory rheology and mechanical strength after curing for 24 hours of curing
