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The Use of Aluminosilicates to Create Novel, High Performance and Sustainable Binders for Mortars, Plasters and Renders With Class Leading Low CO_2 Footprints

机译:使用铝硅酸盐为砂浆,灰泥和渲染剂创造新颖,高性能和可持续的粘合剂,具有领先的低CO_2足迹

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摘要

Development of sustainable, high performance mortars that are robust and easy-to-use is an important target for the construction industry. Since the 1940s, use of lime mortars for construction has almost vanished as they are slow to cure and more difficult to use compared to cement products. Natural hydraulic limes remain as alternative binders to cement however their slow rate of set and unpredictable, low strengths prove problematic for specifiers and construction companies. Despite its popularity, cement mortars fail to meet most criteria for sustainability due to CO_2 emissions from cement manufacture and inability to recycle the material for reuse as binder. Further negative characteristics of cement mortars include excessive strength, inherent brittleness under load and lack of vapour permeability. Our research has explored the development of synthetic or pozzolanic hydraulic lime (PHL) technology to exploit its potentially more attractive sustainable credentials and physical characteristics. Work has focused on potentially highly active and novel additives to improve both the rate of set and overall final strength of mortars. We present preliminary data regarding the use of amorphous synthetic aluminosilicate materials (Al:Si > 1:5) to prepare synthetic hydraulic limes. In contrast to binder reactions which contain either only fly ash or metakaolins, the presence of high ratio synthetic aluminosilicate uniquely increases the rate of set, giving mortars with economically useful compressive and flexural strengths. Their reactive efficiency also retains high levels of free calcium hydroxide within a mortar which adsorb significant amounts of CO_2 on carbonation giving binders with class leading low CO_2 footprints in-use. It is postulated that the presence of dilute sialate species within the alkaline aqueous calcium hydroxide solution may be responsible for the increased reaction rate, producing discrete oligo-sialite species that give rise to long range 3D calcium disilicate/orthosialate species, similar to geopolymer structures. We speculate that such structures are responsible for rate of set and increased strength observed.
机译:开发坚固耐用且易于使用的可持续高性能砂浆是建筑行业的重要目标。自1940年代以来,由于石灰砂浆的固化速度较慢且与水泥产品相比更难使用,因此建筑用石灰砂浆几乎消失了。天然水硬性石灰仍可作为水泥的替代粘合剂,但是,对于定型者和建筑公司而言,它们的凝固速度慢和不可预测的低强度被证明是有问题的。尽管受到广泛欢迎,但由于水泥生产过程中产生的CO_2排放以及无法回收利用这些材料作为粘合剂的原因,水泥砂浆未能满足大多数可持续性标准。水泥砂浆的其他负面特征包括强度过高,在负载下固有的脆性和缺乏透湿性。我们的研究探索了合成或火山灰液压石灰(PHL)技术的开发,以利用其潜在的更具吸引力的可持续发展资格和物理特性。工作集中在潜在的高活性和新型添加剂上,以提高砂浆的凝固速率和整体最终强度。我们提供有关使用非晶态合成铝硅酸盐材料(Al:Si> 1:5)制备合成水硬石灰的初步数据。与仅包含粉煤灰或偏高岭土的粘结剂反应相反,高比例的合成铝硅酸盐的存在会独特地提高凝固速率,使砂浆具有经济上有用的抗压强度和抗弯强度。它们的反应效率还可以在砂浆中保留高水平的游离氢氧化钙,该砂浆在碳酸化​​过程中吸附大量的CO_2,从而使粘合剂在使用中具有领先的低CO_2足迹。据推测,碱性氢氧化钙水溶液中稀唾液酸根物质的存在可能是反应速率增加的原因,产生了离散的低聚唾液酸根物质,从而产生了长程3D二硅酸钙/原唾液酸根物质,类似于地质聚合物结构。我们推测这种结构负责观察到的凝固速率和强度增加。

著录项

  • 来源
    《Geopolymer binder systems》|2012年|54-71|共18页
  • 会议地点 San Diego CA(US)
  • 作者

    Robin R. Gibson;

  • 作者单位

    Limeco Limited, County Durham, DL12 9PF, UK;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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