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Synthesis and Properties of a Novel Structural Binder Utilizing the Chemistry of Iron Carbonation

机译:利用铁碳化化学的新型结构结合剂的合成与性能

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This paper explores, for the first time, the possibility of carbonating waste metallic iron powder to develop sustainable binder systems for concrete. The fundamental premise of this work is that metallic iron will react with aqueous CO2 under controlled conditions to form complex iron carbonates which have binding capabilities. Chosen additives containing silica and alumina are added to facilitate iron dissolution and to obtain beneficial rheological and later-age properties. Water is generally only a medium for mass transfer in these systems thereby making the common reaction schemes in portland cement concretes inapplicable. The compressive and flexural strengths of the chosen iron-based binder systems increase with carbonation duration and the specimens carbonated for 4 days exhibit mechanical properties that are comparable to those of companion ordinary portland cement systems that are most commonly used as the binder in building and infrastructural construction. The influence of the additives, carbonation duration, and the air curing duration after carbonation are explored in detail. Thermogravimetric analysis demonstrate the presence of an organic carbonate complex (the dissolution agent used to dissolve iron is organic), the amount of which increases with carbonation duration. Thermal analysis also confirms the participation of some amount of limestone powder in the reaction product formation. The viability of this binder type for concrete applications is proved in this study.
机译:本文首次探讨了将废金属铁粉碳化以开发可持续的混凝土粘合剂体系的可能性。这项工作的基本前提是金属铁将在受控条件下与含水二氧化碳反应形成具有结合能力的复杂碳酸铁。加入选择的含有二氧化硅和氧化铝的添加剂,以促进铁的溶解并获得有益的流变和耐老化性能。在这些系统中,水通常仅是传质的介质,因此使得普通的反应方案在波特兰水泥混凝土中不适用。所选的铁基粘合剂体系的抗压强度和抗弯强度会随着碳化时间的延长而增加,并且经过4天的碳酸化处理后的样品表现出的机械性能与普通波特兰水泥体系相媲美,而普通硅酸盐水泥体系最常在建筑和基础设施中用作粘合剂施工。详细探讨了添加剂,碳化时间和碳化后空气固化时间的影响。热重分析表明存在有机碳酸盐配合物(用于溶解铁的溶解剂是有机的),其数量随碳酸化持续时间的增加而增加。热分析还证实了一定量的石灰石粉末参与反应产物的形成。这项研究证明了这种粘合剂在混凝土中的可行性。

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