Pott Ursula, Jakob Cordula, Jansen Daniel, Neubauer Jürgen, Stephan Dietmar
Department of civil engineering, Building Materials and Construction Chemistry, Technische Universität Berlin, 13355 Berlin, Germany.
Department of Geography and Geosciences, GeoZentrum Nordbayern, Friedrich-Alexander-University, 91054 Erlangen, Germany.
Materials (Basel). 2020 Feb 21;13(4):977. doi: 10.3390/ma13040977.
The rheological behavior of cement paste and the improvement of its flowability takes center stage in many research projects. An improved flowability can be achieved by the addition of superplasticizers (SP), such as polycarboxylate ethers (PCE). In order to be able to use these PCEs effectively and in a variety of ways and to make them resistant to changes in the environment, it is crucial to understand the influence of SPs on cement hydration. For that reason, the topic of this paper was the incompatibility of a specific SP and an ordinary Portland cement (OPC). The incompatible behavior was analyzed using rheological tests, such as the spread flow test and penetration test, and the behavior was compared by means of an ultrasound technique and explained by the phase content measured by in-situ X-ray diffraction (XRD) the heat evolution measured by calorimetry, and scanning electron microscope (SEM) images. We showed that the addition of the SP in a high dosage led to a prevention of the passivation of the most reactive and aluminum-containing clinker phases, aluminate and brownmillerite. This induced the aluminate reaction to take place in the initial period and led to an immediate stiffening of the cement paste and, therefore, to the complete loss of workability. The results showed that in addition to the ettringite, which began to form directly after water addition, hemicarbonate precipitated. The fast stiffening of the paste could be prevented by delayed addition of the SP or by additional gypsum. This fast stiffening was not desirable for SPs, but in other fields, for example, 3D printing, this undesirable interaction could be used to improve the properties of printable mortar.
水泥浆体的流变行为及其流动性的改善是许多研究项目的核心内容。通过添加高效减水剂(SP),如聚羧酸醚(PCE),可以实现流动性的改善。为了能够有效地、以多种方式使用这些PCE,并使其能抵抗环境变化,了解高效减水剂对水泥水化的影响至关重要。因此,本文的主题是一种特定高效减水剂与普通硅酸盐水泥(OPC)之间的不相容性。使用诸如扩展流动试验和渗透试验等流变测试方法分析了不相容行为,并通过超声技术进行比较,并通过原位X射线衍射(XRD)测量的相含量、量热法测量的热释放以及扫描电子显微镜(SEM)图像进行解释。我们发现,高剂量添加高效减水剂会阻止最具活性的含铝熟料相(铝酸盐和贝利特)的钝化。这导致铝酸盐反应在初期发生,并导致水泥浆体立即硬化,从而导致工作性完全丧失。结果表明,除了加水后立即开始形成的钙矾石外,还沉淀出碳酸氢盐。通过延迟添加高效减水剂或添加额外的石膏可以防止浆体的快速硬化。这种快速硬化对高效减水剂来说是不可取的,但在其他领域,例如3D打印中,这种不良相互作用可用于改善可打印砂浆的性能。