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A NEW METHOD FOR DETERMINING SOLUBLE SILICA IN HARDENED CONCRETE

机译:一种确定硬化混凝土中可溶性二氧化硅的新方法

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To date, the best procedures obtained for determining cement content in hardened concrete were ASTM D-1084 and BS 1881-124:1988, both, with a variation of results in the cement content of 71 and 50 to 60 kg/m~3 respectively. This deviation is too large with respect to a truly operational procedure for the determination of the water/cement ratio, for which reason they have not been applied to other standards. The author was able to demonstrate for the first time, in the field of analytical chemistry, the underlying causes of the passage of silica into the filtrate which are due, on the one hand, to the incomplete process polymerisation of polysilicic acids produced in the usual insolubilisation, in which case remaining colloidal silica. On the other hand, there is a double depolymerisation effect of the temperature ( > 5°C) and the dilute acids solutions on the polysilicic acids get in the usual extraction, with a subsequent passage of the silica to filtrates, of extraction solution and washing, as a true solution. The author has been able to produce analytic conditions that reduce this passage of the silica to the filtrate to a constant and minimum value of 1 mg. The conditions for the new method are given. The standard deviation is reduced by three times and it provides maximum deviations obtained over the amount of cement content, of 10 to 15 kg/m~3. The author demonstrated that the effects of the polyethylene oxides, gelatine and others on the colloidal silica do not prevent the passage of silica into filtrates and that this effect is only apparent. These errors are pointed out for the first time. Under these conditions, it can be employed to determine the water/cement ratio for current concrete technology with true operational validity. Finally, the application of the so-called Soluble Fractions Method for hardened concrete, from the same author, is indicated and referenced which makes it possible to determine the amount of silica by these additions and distinguish it from cement.
机译:迄今为止,得到硬化混凝土中的水泥含量的最佳方法是ASTM D-1084和BS 1881-124:1988,两者,水泥含量为71和50至60千克/ m〜3的变化。对于真正的操作方法,这种偏差太大了,用于确定水/水泥比,因为它们尚未应用于其他标准的原因。作者能够首次证明,在分析化学领域,二氧化硅通过在常规产生的多晶酸不完全加工的滤液中将二氧化硅通过的滤液中的潜在原因。不溶解,在这种情况下留下胶体二氧化硅。另一方面,存在温度(> 5℃)的双重降级效果,并且在多晶酸上的稀酸溶液在通常的萃取中获得,随后通过二氧化硅通过滤液,提取溶液和洗涤作为一个真正的解决方案。作者能够产生分析条件,使二氧化硅通过液体降低至滤液至恒定值和最小值1mg。给出了新方法的条件。标准差减少三次,并提供10至15kg / m〜3的水泥含量的最大偏差。作者证明聚环氧乙烷,明胶和其他在胶体二氧化硅上的影响不会阻止二氧化硅通过滤液,并且这种效果仅是显而易见的。这些错误首次指出。在这些条件下,可以使用它来确定当前混凝土技术的水/水泥比,具有真正的操作有效性。最后,指示和参考来自同一作者的所谓的可溶性级分法用于硬化混凝土的施加方法,这使得可以通过这些添加确定二氧化硅的量,并将其与水泥区分开。

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