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Metakaolin, a solution for the precast industry to limit the clinker content in concrete: Mechanical aspects

机译:偏高岭土,一种用于预制行业以限制混凝土中熟料含量的解决方案:机械方面

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摘要

The current trend to decrease the clinker content in cements through the use of mineral additions in order to limit CO_2 emissions into the atmosphere is of major concern for the precast industry as the resulting binders are generally not very reactive at early ages. Here, composed cements (clinker + slag) or combinations between clinker and mineral admixtures are studied with a view to investigating the compressive strength of cement-based materials at both early (1 day) and later (28 days) ages under steam curing conditions. Limestone and siliceous fillers, silica fume and four metakaolins differing in their production process and impurity content were investigated. Considering performance, economic and environmental criteria, results in the laboratory showed that metakaolin (MK) is a very promising solution at a clinker replacement rate of 12.5-25% by mass. Compressive strength was significantly increased (1-day age) or practically the same as for reference mortars incorporating cement only (28-day age). Thus, in comparison with a reference concrete containing no MK and for an identical granular skeleton, the combination clinker/MK was validated in the precast factory in full-scale trials for slip-forming (25% replacement) and self-compacting (17.5% replacement) concrete applications: compressive strength and porosity were not affected.
机译:通过使用矿物添加剂来减少水泥中熟料含量以限制向大气中的CO_2排放,目前的趋势是预制行业的主要关注点,因为生成的粘合剂通常在早期就不太活跃。在这里,研究了水泥组合物(熟料+矿渣)或熟料和矿物掺合料之间的组合,以研究在蒸汽固化条件下水泥基材料在早期(1天)和后期(28天)的抗压强度。研究了石灰石和硅质填料,硅粉和四种偏高岭土的生产工艺和杂质含量不同。考虑到性能,经济和环境标准,实验室的结果表明,偏高岭土(MK)是非常有希望的解决方案,其熟料替代率为12.5-25%(质量)。抗压强度显着提高(1天龄)或与仅掺入水泥的参考砂浆(28天龄)基本相同。因此,与不含MK且具有相同颗粒骨架的参考混凝土相比,熟料/ MK组合在预制工厂中进行了大规模试验的滑模成型(替代25%)和自密实成型(17.5%)的验证。替代)的具体应用:抗压强度和孔隙率不受影响。

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  • 来源
    《Construction and Building Materials》 |2010年第7期|p.1109-1118|共10页
  • 作者单位

    Universite de Toulouse, UPS, INSA, LMDC (Laboratoire Matenaux et Durabilite des Constructions), 135, Avenue de Rangueil, F-31 077 Toulouse Cedex 04, France SEAC-Cf, Siege Social, 47 boulevard de Suisses BP 52158, 31 021 Toulouse Cedex 2, France Ryerson University, Department of Civil Engineering, 350 Victoria Street, Toronto, Ontario, Canada MSB 2K3;

    Universite de Toulouse, UPS, INSA, LMDC (Laboratoire Matenaux et Durabilite des Constructions), 135, Avenue de Rangueil, F-31 077 Toulouse Cedex 04, France;

    Universite de Toulouse, UPS, INSA, LMDC (Laboratoire Matenaux et Durabilite des Constructions), 135, Avenue de Rangueil, F-31 077 Toulouse Cedex 04, France;

    Ryerson University, Department of Civil Engineering, 350 Victoria Street, Toronto, Ontario, Canada MSB 2K3;

    Ryerson University, Department of Civil Engineering, 350 Victoria Street, Toronto, Ontario, Canada MSB 2K3;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    precast industry; cement/metakaolin binder; slip forming concrete (SFC); self-compacting concrete (SCC);

    机译:预制行业水泥/偏高岭土粘合剂;滑模混凝土(SFC);自密实混凝土(SCC);

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