首页> 外文会议>Concrete for Extreme Conditions >A NEW SPECIAL CLINKER COMPOSITION WITH LOW CLINKERABILITY TEMPERATURE THAT PRODUCES A CEMENT HAVING HIGH RESISTANCE TO STRONGLY AGGRESSIVE SULFATE ATTACK
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A NEW SPECIAL CLINKER COMPOSITION WITH LOW CLINKERABILITY TEMPERATURE THAT PRODUCES A CEMENT HAVING HIGH RESISTANCE TO STRONGLY AGGRESSIVE SULFATE ATTACK

机译:一种新型的低熟料温度的特殊熟料组合物,该组合物可生产出具有高抵抗力的水泥,以抵抗强烈的硫酸盐侵蚀

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Certain naturally occurring cements, having constant raw composition, have been found to possess raw properties with low clinkerability temperature. These provide cement that possesses a much higher resistance to the attack of strongly aggressive sulfate solutions. The resistance to sulfate attack was determined by means of series of 20 x 20 x 20 micro-cubes, and series of prisms 40 x 40 x 160 mm, in accordance with the 196-1 EN standard, of pure paste with a water/cement ratio of 0.4, which were similarly cured in water at 20°C. The physical and chemical parameters were determined for the prepared mortars compressive strength, the results of which are provided. A study of the modification of the internal porosity of the samples in function of the sulfate ions was carried out. The results and conclusions appear to provide a new aspect to the influence of structure density of the C-S-H phases in expansion due to ettringite formation, when the silicate content is low and there is also sufficient space for occupation by the ettringite. The need to locate clinkers having a low degree of clinkerability temperature for sustainable energetic and ecological reasons and to obtain information that leads to better understanding of the effects of expansion due to sulfates justify the interest in this work. A new parameter is suggested both for the control of concrete sensitivity to sulphate attack as well as in the verification of actual behaviour in field studies.
机译:已经发现某些具有恒定原料组成的天然水泥具有低可熟性温度的原料性质。这些提供了对强侵蚀性硫酸盐溶液具有更高抵抗力的水泥。根据196-1 EN标准,通过一系列20 x 20 x 20微型立方体和一系列40 x 40 x 160 mm的棱柱来确定抗硫酸盐侵蚀的能力,纯净浆体用水/水泥制成比例为0.4,类似地在20℃的水中固化。确定了所制备砂浆的抗压强度的物理和化学参数,并提供了结果。进行了样品内部孔隙率随硫酸根离子功能变化的研究。当硅酸盐含量低并且有足够的空间被钙矾石占据时,结果和结论似乎为C-S-H相的结构密度在钙矾石形成膨胀中的影响提供了一个新的方面。出于可持续的能源和生态原因,需要定位熟料温度较低的熟料,并获得能够更好地理解由于硫酸盐引起的膨胀效应的信息,这证明了对这项工作的兴趣。建议使用一个新参数来控制混凝土对硫酸盐侵蚀的敏感性以及在实地研究中验证实际行为。

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