Preview

Architecture, Construction, Transport

Advanced search

Properties and phase composition of cement mortars

https://doi.org/10.31660/2782-232X-2024-1-79-88

Abstract

Introduction of complex antifreezes based on calcium formate, calcium chloride and superplasticizer Polyplast SP-1 into cement masses leads to changes in the phase composition of cement mortars. Of great importance are the developments of complex modifiers that are used for the hardening phase of cement-crushed mixtures, especially at low temperatures (down to –20 °C). The phase and structural characteristics of cement mortars have not been sufficiently studied. In this regard, the work investigated the effect of complex antifreeze additives on the properties and phase composition during the structuring of cement masses. Compressive strength reaches its maximum value (44.8 MPa) with the addition of calcium formate, calcium chloride and superplasticizer to the composition of cement pastes. X-ray diffraction analysis was carried out using a DRON-3 diffractometer. The used methods were standard. The X-ray diffraction patterns of the samples prove the high intensity of reflections of calcium hydrosilicate d = 9.69 Å, portlandite d = 4.921 Å, d = 2.632 Å, which indicates a high degree of hydration of portland cement. The combined use of calcium formate and calcium chloride promotes the activation of hydrolysis, and the addition of superplasticizer SP-1 leads to a decrease in the water-cement ratio to 0.20, which leads to an acceleration of the hardening process. Complex antifreeze additives increase the percentage ratio of crystalline phase to amorphous phase, thus, cement pastes with complex additives of 6 % (HCOO)2Ca, 3 % CaCl2, 2 % SP-1 have the highest value of degree of hydration (0.70) due to the formation of 63 % crystalline phase. Newly formed structures are typical for portlandite and dicalcium hydrosilicates. Complex antifreezes as an additive promote the activation of hydration in cement mortars, and the level of the degree of hydrolysis and the integral value of mass loss confirm this. Synergism of structure formation processes is observed at joint use of antifreeze additives in the composition of cement masses and, as a result, increases the strength of cement mortars used in construction at low climatic temperatures. 

About the Authors

L. N. Makarova
Industrial University of Tyumen
Russian Federation

Lyudmila N. Makarova, Senior Lecturer at the Department of General and Physical Chemistry

Tyumen



V. V. Schmidt
Industrial University of Tyumen; Tyumen Higher Military Engineer Command School named after A. I. Proshlyakov
Russian Federation

Vadim V. Schmidt, Cand. Sc. in Chemistry, Associate Professor at the Department of General and Physical Chemistry in Industrial University of Tyumen, Lecturer at the Department of Military Construction in Tyumen Higher Military Engineer Command School named after A. I. Proshlyakov

Tyumen



A. V. Ismagilova
Industrial University of Tyumen
Russian Federation

Alena V. Ismagilova, Cand. Sc. in Chemistry, Associate Professor at the Department of General and Physical Chemistry

Tyumen



V. V. Makarov
Industrial University of Tyumen
Russian Federation

Vyacheslav V. Makarov, Student at the Department of Materials Science and Technology of Structural Materials

Tyumen



References

1. Adamtsevich, A. O., Pustovgar, A. P., Eremin, A. V., & Pashkevich, S. A. (2013). Issledovanie vliyaniya formiata kal'tsiya na protsess gidratatsii tsementa s uchetom fazovogo sostava i temperaturnogo rezhima tverdeniya. Stroitel'nye Materialy (Construction Materials), (7), pp. 59-61. (In Russian).

2. Lotov, V. A. (2012). Izmenenie fazovogo sostava sistemy tsement-voda pri gidratatsii i tverdenii. Bulletin of the Tomsk Polytechnic University. Geo Assets Engineering, 321(3), pp. 42-45. (In Russian).

3. Galkin, Yu. Yu., Udodov, S. A., & Vasil'eva, L. V. (2017). The phase composition and properties of aluminate cements after early loading. Magazine of Civil Engineering, (7(75)), pp. 114-122. (In English).

4. Vasiliev, A. S., & Barabanshchikov, Yu. G. (2012). The effectiveness of setting and hardening accelerators for sprayed concrete. Engineering and Construction Journal, 8(34), pp. 72-78. (In Russian).

5. Konesev, G. V., Akhaev, R. R., Dikhtyar,T. D., Mamaeva, O. G., & Vyaznikovtsev, S. F. (2020). Research of the sodium formate influence on thermostability of starch-containing clay drilling mud. Bulletin of the Tomsk Polytechnic University. Geo Assets Engineering, 331(8), pp. 112-122. (In Russian).

6. Barabanshchikov, Yu. G., & Komarinskiy, M. V. (2014). Superplasticized technological properties of concrete mixtures. Construction of Unique Buildings And Structures, (6(21)), pp. 58-69. (In Russian).

7. Barabanshchikov, Y. G., & Komarinskiy, M. V. (2014). Influence of superplasticizer S-3 on the technological properties of mixture concretes. Advanced Materials Research, 941-944, pp. 780-785. (In English).

8. Rakhimbaev, Sh. M., & Tolypinа, N. M. (2016). Reasons for the choice of type of the organic origin knitting for hostile environment on the basis of the theory of heterogeneous physical and chemical processes. Bulletin of BSTU named after V. G. Shukhov, 1(9), pp. 159-163. (In Russian).

9. Timokhin, D. K., & Kozlov, N. A. (2010). Structurization of cement stone modify hydroxyl containing admixture of carbohydrates. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. Seriya: Stroitel'stvo i arkhitektura, (19(38)), pp. 69-75. (In Russian).

10. Lukuttsova, N. P., Matveeva, E. G., & Fokin, D. E. (2010). Issledovanie melkozernistogo betona, modifitsirovannogo nanostrukturnoy dobavkoy. Bulletin of BSTU named after V. G. Shukhov, (4), pp. 6-11. (In Russian).

11. Shishkanova, V. N., & Putilova, M. N. (2018). Peculiarities of the structure of small-concrete concrete and its advantages. Science and Education: New Time. Scientific and Methodological Journal, (3(10)), pp. 14-16. (In Russian).

12. Kiyanets, A.V. (2019). Influence of electrolytes on hardening of concrete with oxychloride magnesia cement at low temperatures. Bulletin of South Ural State University. Series: Construction Engineering and Architecture, 19(3), pp. 24-28. (In Russian). DOI 10.14529/build190304.

13. Bentz, D. P., Garboczi, E. J. (1992). Modeling the leaching of calcium hydroxide from cement paste: effects on pore space percolation and diffusivity. Materials and Structures, 25(9), pp. 523-533. (In English). DOI 10.1007/bf02472448.

14. Duong, V. B., Sahamitmongkol, R., & Tangtermsirikul, S. (2013). Effect of leaching on carbonation resistance and steel corrosion of cement-based materials. Construction and Building Materials, 40, pp. 1066-1075. (In English). DOI 10.1016/j.conbuildmat.2012.11.042.

15. Chung, D. (2002). Review: Improving cement-based materials by using silica fume. Journal of Materials Science, 37(4), pp. 673-682. (In English).


Review

For citations:


Makarova L.N., Schmidt V.V., Ismagilova A.V., Makarov V.V. Properties and phase composition of cement mortars. Architecture, Construction, Transport. 2024;(1):79-88. (In Russ.) https://doi.org/10.31660/2782-232X-2024-1-79-88

Views: 19


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 2782-232X (Print)
ISSN 2713-0770 (Online)