Analytische Chemie
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There is a wide range of research worldwide on supplementary cementitious materials (SCMs) such as fly ash and slag for substituting Portland cement. Such materials are suitable to be considered in a cementitious system with ordinary Portland cement (OPC) due to their high pozzolanic properties. In addition, many of the SCMs are said to significantly improve concrete properties especially in terms of strength and durability. Unfortunately, the production of such SCMs is not entirely eco-friendly and also limited to certain parts of the world, hence one has to look at alternative options.
The issue of availability of resources is a strong concept that is ever-increasing, and the use of more eco-friendly SCMs in a cementitious system is furthermore attractive. Hence this paper addresses the use of eco-friendly SCMs in concrete such as rice husk ash (RHA). Despite the fact that extensive research has been done on this material, its application in a cementitious system to obtain sufficient concrete properties is still rather limited.
In a country like Tanzania, high strength concrete construction is applicable in special construction cases but certainly not a high priority. Majority of construction is still undertaken using normal strength concrete. In a ternary cementitious system consisting of OPC, RHA and other readily available resources such as limestone filler (LSF), normal strength concrete can still be produced having good performance and suitable for regular on-site construction. This paper explains a possible application of obtaining sufficient concrete properties from the available resources.
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.
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.
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.
The African cement, concrete and construction business is growing at rapid pace. The cement sales are expected to grow rapidly until 2050. The number of newly built cement plants increases dramatically and in addition more cements are being imported from outside the continent, e.g. from Turkey, Pakistan, Indonesia, and China, driven by overcapacities in the countries of origin. This causes a high number of potentials and challenges at the same time. Newly built cement plants can operate directly at best technological state of the art and thus incorporate more sustainable technologies as well as produce new and more sustainable products such as cements blended with sustainable supplementary cementitious materials such as calcined clays, and industrial or agricultural by products. At the same time the new variety of binding agent as well as the international imports, which are driven by price considerations, make the cement market prone to quality scatter. This puts pressure on the quality control regulations and institutions to ensure safety of construction, healthy application, and environmental safety for the population. The paper presents possible solutions to build up the rapidly increasing African cement production more sustainably than in the rest of the world as well as the related challenges and obstacles that need to be overcome. Based on experiences with a series of pan-African cement testing laboratory proficiency schemes conclusions are made on technical, regulative and political level.
Fresh cement paste is a suspension consisting of a hydraulic binder (cement), water, and numerous minor components – admixtures. Addition of admixtures aims at specific modification of properties of the fresh cement paste or hardened cementitious building material. Specific admixtures, so-called superplasticizers (SP), are used to improve the flowability of the fresh cement paste with reduced water content. The latter is the starting material for the high-strength concrete. Thus, SPs are essential for the ambitious construction projects.
However, uncontrollable retardation of the setting time in presence of SPs is occasionally observed. Obviously, SPs influence early products of the cement hydration leading to changes in the microstructure development. The hardening is thus delayed, and the quality of the resulting building material suffers. The mechanisms of the admixture action during the hydration process are still intensively investigated [1-7]. A detailed understanding of the admixture effects during the early hydration stage is the key to control and individual adjustment of the cement-based construction materials.
We use the unique combination of the wall-free sample holder and the time-resolved X-ray scattering analysis to achieve the full information about the hydrate phases formed under the influence of admixtures. We use ultrasonic levitator to start the cement hydration in levitated cement pellets [8, 9]. The sample levitation allows collection of the unimpaired information about cement hydrate phases. The most beneficial is the avoiding of the contributions of the sample holder material to the data signal.
We induce the cement hydration by adding water to unhydrated Portland cement during the data acquisition. The full phase composition of the hydrating cementitious system can be gathered in situ using wide angle X-ray scattering (WAXS). During the hydration of cement both crystalline and amorphous hydrate phases are formed. WAXS data contain the information about crystalline phases behind the Bragg reflections, whereas the amorphous hydrates influence the appearance of the background. Application of the data analysis specific for crystalline or amorphous phases is needed. The data quantification by the Rietveld method allows to conclude about the changes of the phase amounts due to the presence of admixture. The calculation of the pair distribution functions allows analysis of the amorphous hydrates. Based on this information, the SP effects and the extent of their involvement into the ongoing reactions can be concluded. A detailed understanding of the complex cement hydration process is envisioned.