Thiedeitz Mareike, Dressler Inka, Kränkel Thomas, Gehlen Christoph, Lowke Dirk
Centre for building materials, Technical University of Munich, 81245 München, Germany.
Institute of Building Materials, Concrete Construction and Fire Safety, Technische Universität Braunschweig, 38106 Braunschweig, Germany.
Materials (Basel). 2020 May 8;13(9):2173. doi: 10.3390/ma13092173.
Cementitious pastes are multiphase suspensions that are rheologically characterized by viscosity and yield stress. They tend to flocculate during rest due to attractive interparticle forces, and desagglomerate when shear is induced. The shear history, e.g., mixing energy and time, determines the apparent state of flocculation and accordingly the particle size distribution of the cement in the suspension, which itself affects suspension's plastic viscosity and yield stress. Thus, it is crucial to understand the effect of the mixing procedure of cementitious suspensions before starting rheological measurements. However, the measurement of the in-situ particle agglomeration status is difficult, due to rapidly changing particle network structuration. The focused beam reflectance measurement (FBRM) technique offers an opportunity for the in-situ investigation of the chord length distribution. This enables to detect the state of flocculation of the particles during shear. Cementitious pastes differing in their solid fraction and superplasticizer content were analyzed after various pre-shear histories, i.e., mixing times. Yield stress and viscosity were measured in a parallel-plate-rheometer and related to in-situ measurements of the chord length distribution with the FBRM-probe to characterize the agglomeration status. With increasing mixing time agglomerates were increasingly broken up in dependence of pre-shear: After 300 s of pre-shear the agglomerate sizes decreased by 10 µm to 15 µm compared to a 30 s pre-shear. At the same time dynamic yield stress and viscosity decreased up to 30% until a state of equilibrium was almost reached. The investigations show a correlation between mean chord length and the corresponding rheological parameters affected by the duration of pre-shear.
水泥浆体是多相悬浮液,其流变特性表现为粘度和屈服应力。由于颗粒间的吸引力,它们在静置时容易絮凝,而在受到剪切作用时会解聚。剪切历史,例如混合能量和时间,决定了絮凝的表观状态,进而决定了悬浮液中水泥的粒径分布,而粒径分布本身又会影响悬浮液的塑性粘度和屈服应力。因此,在开始流变测量之前,了解水泥悬浮液混合过程的影响至关重要。然而,由于颗粒网络结构变化迅速,原位测量颗粒团聚状态很困难。聚焦光束反射测量(FBRM)技术为原位研究弦长分布提供了机会。这使得能够在剪切过程中检测颗粒的絮凝状态。在不同的预剪切历史(即混合时间)后,对固体分数和高效减水剂含量不同的水泥浆体进行了分析。在平行板流变仪中测量屈服应力和粘度,并将其与使用FBRM探头对弦长分布的原位测量相关联,以表征团聚状态。随着混合时间的增加,团聚体根据预剪切情况越来越多地被打散:与30秒的预剪切相比,在300秒的预剪切后,团聚体尺寸减小了10微米至15微米。同时,动态屈服应力和粘度降低了30%,直到几乎达到平衡状态。研究表明,平均弦长与受预剪切持续时间影响的相应流变参数之间存在相关性。