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INFLUENCE OF DIFFERENT TYPES OF SUPERPLASTICIZERS ON ONE-PART ALKALI-ACTIVATED SLAG MORTARS

机译:不同类型的增塑剂对一键碱活化渣浆的影响

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摘要

This paper presents an experimental study carried out to investigate the influence of different types of superplasticizers on the fresh and hardened properties of one-part alkali-activated slag mortars. Three different admixtures were added to the mixes at the level of 1.3% by binder mass. In particular, sulphonated polymer-based, polycarboxylates-based and lignosulfonates-based high-range water reducers were used. In addition, a hardening accelerator was added to the mixes up to 1.0% respect to binder mass. Ground granulated blast furnace slag (according to EN 15167-1) as precursor and sodium metasilicate pentahydrate: potassium hydroxide : sodium carbonate = 7:3:1 in powder form as activator were used to produce different mortars with the dosage of activator between 2% and 16 % vs binder mass. The water was adjusted in order to attain the • same workability at the end of the mixing procedure, equal to 160 mm ±10 mm by means of a flow table. The specimens were cured in climatic chamber at 20℃ and R.H. 60%. The effectiveness of the admixtures has been investigated in terms of percentage of water reduction, workability loss over time and compressive strength. The experimental data show that all superplasticizers provides a reduction in mixing water. The admixtures are influenced by the presence of the activator. In fact, the water reduction, at the same initial workability, is maximum in mortars manufactured without activators. However, the ability of water reducers is not influenced by the activator/precursor. Moreover, results indicated that as consequence of superplasticizer addition, the pot-life of reference mortars manufactured without superplasticizer (60 minutes) is extended up to 160 minutes. The addition of high-range water reducers does not delay the development of 1-day compressive strength. On the other hand, it causes a little reduction of mechanical properties at 7 and 28 days respect to the reference mortars, regardless of superplasticizers employed. Finally, the use of hardening accelerator admixture does not determine a reduction in workability loss overtime while no improving was detected on the mechanical strength at early and long ages.
机译:本文提出了一项实验研究,以研究不同类型的高效减水剂对单份碱活化矿渣砂浆的新鲜和硬化性能的影响。将三种不同的混合物以粘合剂质量的1.3%的水平添加到混合物中。特别地,使用了基于磺化聚合物的,基于多羧酸盐的和基于木质素磺酸盐的高范围减水剂。另外,将硬化促进剂添加至混合物中,相对于粘结剂质量为至多1.0%。使用粉碎的粒状高炉矿渣(根据EN 15167-1)和五水合偏硅酸钠:氢氧化钾:碳酸钠= 7:3:1的粉末形式作为活化剂,用于生产砂浆,活化剂的用量在2%之间和16%相对于粘合剂质量。调节水以在混合过程结束时获得•相同的可使用性,通过流表使其等于160 mm±10 mm。样品在气候箱中于20℃和相对湿度60%下固化。已经根据减水百分比,随时间推移的可加工性损失和抗压强度研究了混合物的有效性。实验数据表明,所有的高效减水剂都能减少混合水。所述混合物受活化剂的存在影响。实际上,在不使用活化剂的情况下,砂浆在相同的初始可加工性下的减水量最大。但是,减水剂的能力不受活化剂/前体的影响。此外,结果表明,由于加入了高效减水剂,在不使用高效减水剂的情况下生产的参考砂浆的适用期(60分钟)可延长至160分钟。高范围减水剂的添加不会延迟1天抗压强度的发展。另一方面,无论使用何种高效减水剂,相对于参考砂浆,它在7天和28天时的机械性能都会有所降低。最后,使用硬化促进剂混合物并不能确定随着时间的流逝,可加工性损失的减少,同时在早期和长期使用中均未发现机械强度的改善。

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