Preview

Proceedings of the Voronezh State University of Engineering Technologies

Advanced search

Infrared spectr of SP–2VU superplastifying agent and a cement mortar with additive

https://doi.org/10.20914/2310-1202-2019-1-289-293

Abstract

To improve the concrete properties, various technological methods are used, the most accessible ones being the introduction of chemical additives into the concrete mixture, which can significantly reduce the costs level per unit of production; these additives improve concrete quality and effectiveness and reinforced concrete structures as well as increase their service life and buildings and structures in whole. This paper presents the results of studying the effect of introducing a superplasticizer with stabilizing effect of Polyplast SP – 2VU LLC Polyplast Novomoskovsk into concrete by analyzing the IR spectra of the additive in pure form and as part of hardened cement mortar (0.1–0.9%). Portland cement CEM I 42.5 B of Mordovcement OJSC was used as a binder; the aggregates were enriched with quartz sand from the Khromtsovsky deposit with a size of 2.4 and granite crushed stone of the Orsk deposit of 5–20 mm with water absorption of 0.2% . In the course of the work, the chemical composition of the additive SP2-VU itself and the hardened modified concrete composition were analyzed. Thus, the introduction of a modifier into a concrete composition leads to the change in its structure and strength characteristics. It was established with the help of IR spectra, that when the content of the additive in the cement mortar is 0.5%, a more ordered and stable hardened structure is formed. The reliability of the data obtained is confirmed by the identification of the main peaks. Due to the modification of concrete (at 0.3-0.5% in the concrete mix regulator concentration), the increase in the strength of the samples is more than 40%.

About the Authors

L. A. Vinogradova
Ivanovo state University of chemistry and technology
Russian Federation
Cand. Sci. (Chem.), associate professor, ceramics and nanomaterials technology department, Sheremetevsky Av., 7, Ivanovo, 153000, Russia


Y. P. Rusakova
Ivanovo state University of chemistry and technology
student, ceramics and nanomaterials technology department, Sheremetevsky Av., 7, Ivanovo, 153000, Russia


References

1. Bazhenov Yu.M. Tekhnologiya betona [Concrete technology: textbook]. Moscow, ASV, 2002. 500 p. (in Russian).

2. Vinogradova L.A., Katargina V.K., Koposov I.A. Osnovy tekhnologii zhelezobetonnyh izdelij [Fundamentals of technology of reinforced concrete products: study guide]. Ivanovo, 2016. 227 p. (in Russian).

3. Bazhenov Y., Alimov L., Voronin V. Concrete composites of double structure formation. Theoretical Foundation of Civil Engineering: in MATEC Web of Conferences. 2017. doi: 10.1051/matecconf/201711700015

4. Sun L., Yu W.Y., Ge Q. Experimental research on the self-healing performance of micro-cracks in concrete bridge. Advanced Materials Research. 2011. vol. 250–253. pp. 28–32. doi: 10.4028/www.scientific.net/AMR.250-253.28

5. Jing Z., Jin F., Hashida T., Yamasaki N. et al. Influence of tobermorite formation on mechanical properties of hydrothermally solidified blast furnace slag. Journal of Materials Science. 2008. vol. 43. no. 7. pp. 2356–2361. doi: 10.1007/s10853-007-2025-8

6. Batrakov V.G. Modificirovannye betony. Teoriya i praktika [Modified concretes. Theory and practice]. Moscow, 1998. 768 p. (in Russian).

7. Ahmedzade P., Yilmaz M. Effect of polyester resin additive on the properties of asphalt binders and mixtures. Construction and building materials. 2008. vol. 22. no. 4. pp. 481–486.

8. Izotov V.S., Sokolova Yu.A. Khimicheskiye dobavki dlya modifikatsii betona [Chemical additives for concrete modification]. Moscow, Paleotip, 2006. 244 p. (in Russian).

9. Ikotun B.D., Ekolu S. Strength and durability effect of modified zeolite additive on concrete properties. Construction and Building Materials. 2010. vol. 24. no. 5. pp. 749–757.

10. Kastornyh L.I. Dobavki v betony i stroitel'nye rastvory [Additives in concrete and mortar: a training manual]. Rostov on Don, Feniks, 2007. 221 p. (in Russian).

11. Zotkin A.G. Betony s effektivnymi dobavkami [Concrete with effective additives]. Moscow, Infra-Inzheneriya, 2014. 160 p. (in Russian).

12. Sanchez-Alonso E., Vega-Zamanillo A., Castro-Fresno D., DelRio-Prat M. Evaluation of compactability and mechanical properties of bituminous mixes with warm additives. Construction and Building Materials. 2011. vol. 25. no. 5. pp. 2304–2311. doi: 10.1016/j.conbuildmat.2010.11.024

13. Vinogradova L.A. Effect of introducing poliplast sp-3 superplasticizer on the properties of concrete. Glass and ceramics. 2018. vol. 75. no. 3–4. pp. 160–162.

14. GOST 31108–2003. Cementy obshchestroitel'nye. Tekhnicheskie usloviya [State Standard 31108–2003. Cements general construction. Technical conditions]. Moscow, GUP CPP, 2004. 22 p. (in Russian).

15. GOST 8267–93. Sнснеbеn' i gravij iz plotnyh gornyh porod dlya stroitel'nyh rabot. Tekhnicheskie usloviya [State Standard 8267–93. Crushed stone and gravel from dense rocks for construction work. Technical conditions]. Moscow, Izd-vo standartov, 1995. 42 p. (in Russian).

16. GOST 8736–2014. Pesok dlya stroitel'nyh rabot. Tekhnicheskie usloviya [State Standard 8736–2014. Sand for construction work. Technical conditions]. Moscow, Standartinform, 2015. 8 p. (in Russian).

17. TU 5745–015–58042865–2006. Dobavki dlya betonov i rastvorov “SP 2VU”. Tekhnicheskie usloviya [Specifications 5745–015–58042865–2006. Additives for concrete and mortars “SP 2VU”. Technical conditions]. (in Russian).

18. GOST 310.3–76. Cementy. Metody opredeleniya normal'noj gustoty, srokov skhvatyvaniya i ravnomernosti izmeneniya ob"ema (s Izmeneniem № 1) [State Standard 310.3–76. Cements. Methods for determining the normal density, setting time and uniformity of volume change (with Change No. 1)]. Moscow, Izd-vo Standartov, 1976. 6 p. (in Russian).


Review

For citations:


Vinogradova L.A., Rusakova Y.P. Infrared spectr of SP–2VU superplastifying agent and a cement mortar with additive. Proceedings of the Voronezh State University of Engineering Technologies. 2019;81(1):289-293. (In Russ.) https://doi.org/10.20914/2310-1202-2019-1-289-293

Views: 643


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


ISSN 2226-910X (Print)
ISSN 2310-1202 (Online)