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INTERACTION BETWEEN CEMENT AND SUPERPLASTICIZER IN PRESENCE OF METAKAOLIN

机译:METAKAOLIN存在下水泥与超塑化剂之间的相互作用

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Usage of metakaolin (MK) significantly improves properties of concrete, especially those related with durability. The addition of MK to concrete influences also rheological properties (and therefore workability) of fresh mix. It is due to high specific surface and chemical activity of MK itself and due to its influence on interaction of cement -superplasticizer (SP) system. The results of an investigation into the influence of MK on interaction of cement - SP system are presented and discussed in the paper. The interaction of cement - SP system in presence of MK was studied using Two Point Workability Test (TPWT) made on modified mortars according to EN 196-1:1996 which can be considered as a model of concrete. Additionally, influence of MK on setting times and compressive strength of concrete were determined. The results establish that the addition of MK significantly influences Theological properties of concrete mix. The character and range of this influence depends on the properties of the cement, properties of SP and MK content. Discussion of results covers the mechanism of MK influence on rheological properties of fresh concrete and comparison of effects of MK with effects of condensed silica fume and fly ash. On the ground of obtained results basic relationships of MK influence were elaborated. It is concluded that compatibility of cement - SP system must be tested taking into account the presence of mineral additives. TPWT made on modified standard mortars enables selecting optimal SP - mineral additive system and collecting data for adjusting concrete workability.
机译:偏高岭土(MK)的使用可显着改善混凝土的性能,尤其是与耐久性相关的性能。在混凝土中添加MK也会影响新拌料的流变特性(并因此影响可加工性)。这是由于MK本身具有较高的比表面和化学活性,以及​​其对水泥-高效减水剂(SP)系统相互作用的影响。本文介绍并讨论了MK对水泥-SP体系相互作用的影响的结果。根据EN 196-1:1996对改性砂浆进行的两点可加工性试验(TPWT),研究了在MK存在下水泥-SP系统之间的相互作用,可以将其视为混凝土模型。此外,确定了MK对混凝土凝结时间和抗压强度的影响。结果表明,MK的添加显着影响混凝土拌和料的流变性能。影响的特征和范围取决于水泥的性质,SP和MK含量的性质。结果的讨论涵盖了MK对新鲜混凝土流变性能的影响机理,以及MK与浓缩硅粉和粉煤灰的影响的比较。根据获得的结果,阐述了MK影响的基本关系。结论是,必须考虑到矿物添加剂的存在,测试水泥-SP系统的相容性。用改性标准砂浆制成的TPWT可以选择最佳的SP-矿物添加剂系统,并收集数据以调整混凝土的可加工性。

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