Properties and Performance of Tricalcium Silicate Milled in a Planetary Ball Mill

• Authors: M. Reformat , H. Ludwig
• Languages of publication: EN

Abstracts

EN

The focus in this study is on the effect of high energy milling on tricalcium silicate, the main constituent of ordinary Portland cement. Changes in the performance, e.g. hydration heat release, due to milling in a planetary ball mill (Pulverisette 5, Fritsch, Germany) were observed. For comparison, carefully milled tricalcium silicate was produced with the almost exactly same particle size distribution by mortar grinding (KM100, Retsch, Germany). In summary, the results indicate that due to high energy milling the performance of tricalcium silicate can be improved significantly: the hydration heat release is much higher at early hydration time. Also the peak and duration of the dormant period was shifted due to high energy milling. The X-ray diffraction analysis shows that the structure of the material changed in such a way that the amorphous content increases. Further results of surface analysis are shown in this study.

Keywords

EN

81.40.-z; 81.40.Np

Discipline

• 81.40.Np: Fatigue, corrosion fatigue, embrittlement, cracking, fracture, and failure(see also 62.20.M- Structural failure of materials)
• 81.40.-z: Treatment of materials and its effects on microstructure, nanostructure, and properties

• Publisher: Institute of Physics, Polish Academy of Sciences
• Journal: Acta Physica Polonica A
• Year: 2014
• Volume: 126
• Issue: 4
• Pages: 1012-1013

Dates

published

2014-10

Contributors

author

M. Reformat

• Bauhaus-University Weimar, F.A. Finger-Institute for Building Materials Science (FIB), Coudraystr. 11, 99421 Weimar, Germany

author

H. Ludwig

• Bauhaus-University Weimar, F.A. Finger-Institute for Building Materials Science (FIB), Coudraystr. 11, 99421 Weimar, Germany

References

• [1] Cement Technology Roadmap: Carbon emissions reductions up to 2050, IEA International Energy Agency, 2009
• [2] H.-M. Ludwig, Cement Int. 10, 80 (2012)
• [3] G. Habert, C. Billard, P. Rossi, C. Chen, N. Roussel, Cement Concrete Res. 40, 820 (2010), doi: 10.1016/j.cemconres.2009.09.031
• [4] D. Jansen, C. Stabler, F. Goetz-Neunhoeffer, S. Dittrich, J. Neubauer, Powder Diffr. 26, 31 (2011), doi: 10.1154/1.3549186

Identifiers

DOI

10.12693/APhysPolA.126.1012