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Building materials consist of cement, water and chemical admixtures, which adjust cement paste properties. They can act beyond their aimed functions causing changes in hydration course. The mechanisms are still under investigation. We investigate cement hydration in levitated droplets using an ultrasonic levitator. Hydrate phase formation is followed in situ by synchrotron XRD. The data allows detailed conclusions about the mechanisms of the admixture action in the ongoing hydration reactions.
Chemical admixtures are widely used to adjust properties of the cementitious mixtures. Different superplasticizers (SP) are typically added to improve the flowability of the fresh cement paste. Their working period is the initial stage of the cement hydration from its beginning until stiffening. Currently, polycarboxylate-based SP (PCE-SP) are the most effective ones. They can act beyond their aimed function causing changes in the hydration course, e. g. retardation effects. The exact mechanisms and influencing factors are still under investigation. However, the occurrence of the retardation effect indicates the involvement of PCE in the hydration reactions. Some observations indicate, that the retardation depends on the type, molecular structure and concentration of PCE, and the presence of other admixtures (stabiliser, ST). These factors influence further the working time of admixture and its amount related efficacy in the flow improvement.
We investigate the cement hydration process in situ in levitated droplets. High resolution synchrotron X-ray diffraction allows gathering temporal course of the hydration reactions. The measurement setup is based on an ultrasonic levitator allowing in situ investigation of the temporal changes of the phase composition in the hydrating cementitious system. Further, the hydration can be followed ab initio avoiding the time loss for the sample preparation and filling in the sample holder. The collected data allows to conclude about the mechanisms of the admixture action and their involvement into the ongoing hydration process.
Potentials for sustainable cement and concrete technologies - Comparison between Africa and Europe
(2017)
Cement and concrete technologies in Africa provide vast potentials for sustainable future technologies as well as enormous challenges. The main focus of the symposium is to address existing challenges, possible solutions, and future potentials with all participants. This symposium also aims at offering a platform for networking with relevant players in science and industry.
Chemical admixtures like superplasticisers or stabilising agents are of ever increasing importance for modern concrete technology. They liberate the workability of concrete from its dependency on water content, and thus, open the gate towards innovative and future oriented concrete technologies. Meanwhile admixtures have become common practice in concrete technology, but the understanding of these highly complex polymers in the entire concrete system lags far behind their application. Due to its complex time-dependent, multi-phase and multi-scale behaviour, flowable concrete systems are highly complicated and cannot be described comprehensively by simple models. It is therefore extremely challenging to identify the relevant parameters that predominantly control flow phenomena on different size scales, since these may occur on any scale between the nano scale (e.g. superplasticizer adsorption) and macro scale (e.g. grading of the aggregates). The present study discusses fundamental mechanisms at the interface between particle or hydrate surfaces and the fluid phase at a very early stage of concrete formation, and links these effects to macroscopic flow phenomena.
Based on the observations of the nano scale effects, it seems that higher sensitivity against variations in the constituents, the handling, or the boundary condition are the inevitable price for higher performances. However, eventually a very effective method is introduced that helps to maintain stable processes regardless of the root cause for performance changes based on an efficient in-situ process control scheme and superplasticizer and stabilising agents as counter actions.