Effect of treatment types of recycledconcrete aggregates on the properties of concrete

• Autorzy: Trykoz Liudmyla , Zinchenko Oleksii , Borodin Dmytro , Kamchatna Svitlana , Pustovoitova Oksana

Identyfikatory

DOI

10.35784/bud-arch.6318

Warianty tytułu

PL

Wpływ rodzajów obróbki recyklingowanych kruszyw betonowych na właściwości betonu

• Języki publikacji: EN

Abstrakty

EN

Reusing waste materials such as construction and demolition waste is an environmentally significant task.This article aims to improvethe qualityof recycled aggregates afterthe demolitionof concrete structures. Two methods, mechanical cleaning and impregnation, were explored to enhance the quality of coarse aggregates. The findings indicate that mechanical cleaning is more effective than soaking in a sodiumsilicate solution. The compressive strengthof concrete made withmechanically cleanedrecycled aggregates was 2.3 times greater than that of concrete made withuntreated rubble. Concrete with impregnatedrubble had a compressive strength 1.1 timesgreater than that of concretewith untreated aggregates.Infraredspectroscopy was used to studythe microstructure, revealing that the type of treatment does not influence the quantity of portlanditeand ettringite in hydrated cement.However, the treatment of recycled aggregates alters the interactionin the gel portion of cement hydrationproducts.Concrete with aggregates treated by sodium silicatehas more aluminate components.Additionally, there is a shiftof the bands assignedto Si-Ostretching to higherwave numbers (from 995 cm–1 to 1088 cm–1), which can be attributed to the formation of calcium-silicate-hydrate gel with a lower calcium/silicon ratio.

PL

Ponowne wykorzystanie materiałów odpadowych, takich jak odpady budowlane i rozbiórkowe, jest zadaniem o istotnym znaczeniu dla środowiska. Artykuł ten ma na celu poprawę jakości recyklingowanych kruszyw po rozbiórce konstrukcji betonowych. Dwie metody, czyszczenie mechaniczne i impregnacja, zostały zbadane w celu zwiększenia jakości kruszywa grubego. Wyniki wskazują, że czyszczenie mechaniczne jest bardziej skuteczne niż moczenie w roztworze krzemianu sodu. Wytrzymałość na ściskanie betonu wykonanego z mechanicznie oczyszczonych recyklingowanych kruszyw była 2,3 razy większa niż betonu wykonanego z nieprzetworzonego gruzu. Beton z impregnowanym gruzem miał wytrzymałość na ściskanie 1,1 razy większą niż beton z nieprzetworzonymi kruszywami. Do badania mikrostruktury zastosowano spektroskopię w podczerwieni, co ujawniło, że rodzaj obróbki nie wpływa na ilość portlandytu i ettringitu w uwodnionym cemencie. Jednakże obróbka recyklingowanych kruszyw zmienia interakcje w żelowej części produktów hydratacji cementu. Beton z kruszywami traktowanymi krzemianem sodu zawiera więcej składników glinianowych. Dodatkowo następuje przesunięcie pasm przypisanych rozciąganiu wiązań Si-O w kierunku wyższych liczb falowych (z 995 cm–1 do 1088 cm–1), co można przypisać tworzeniu się żelu krzemianu wapnia o niższym stosunku wapnia do krzemu.

Słowa kluczowe

EN

recycled aggregate; concrete; average density; compressive strength; FTIR spectroscopy

PL

kruszywo z recyklingu; beton; gęstość średnia; wytrzymałość na ściskanie; spektroskopia FTIR

• Wydawca: Wydawnictwo Politechniki Lubelskiej
• Czasopismo: Budownictwo i Architektura
• Rocznik: 2024
• Tom: Vol. 23, no. 3
• Strony: 129--137
• Opis fizyczny: Bibliogr. 18 poz., fig.

Twórcy

autor

Trykoz Liudmyla

• Building Materials, Constructions and Structures Department; Ukrainian State University of Railway Transport

• https://orcid.org/0000-0002-8531-7546

autor

Zinchenko Oleksii

• Building Materials, Constructions and Structures Department; Ukrainian State University of Railway Transport

• https://orcid.org/0009-0000-3858-8258

autor

Borodin Dmytro

• Machine Components and Hydropneumatic Systems Department; National Technical University “Kharkiv Polytechnic Institute” 2 Kyrpychova St., 61002 Kharkiv, Ukraine

• https://orcid.org/0000-0002-2105-023X

autor

Kamchatna Svitlana

• Higher Mathematics and Physics Department; Ukrainian State University of Railway Transport

• https://orcid.org/0000-0001-5711-4146

autor

Pustovoitova Oksana

• Building Construction Department; O. M. Beketov National University of Urban Econom,17Marshal Bazhanov St., 61002 Kharkiv, Ukraine

• https://orcid.org/0009-0003-4774-6686

Bibliografia

• [1] Chaabane L. A., Soualhi H., Fellah I., Khalfi Y., and Bouayed N. S., “Physical and mechanical behaviour of recycled concrete under destructive and non-destructive testing”, Budownictwo i Architektura, vol. 23, no. 2, (2024), pp. 37–57. http://dx.doi.org/10.35784/bud-arch.5840
• [2] Lyu S., Xiao J., Singh A. and Ye T., “The influence of recycled aggregate on the properties of geopolymeric recycled concrete: A comprehensive review”, Journal of Asian Concrete Federation, vol. 9, no. 2, (2023), pp. 33–49. http://dx.doi.org/10.18702/acf.2023.9.2.33
• [3] Savva P., Ioannou S., Oikonomopoulou K., Nicolaides D. and Petrou M. F., “A Mechanical Treatment Method for Recycled Aggregates and Its Effect on Recycled Aggregate-Based Concrete”, Materials, vol. 14, (2021), pp. 2186. https://doi.org/10.3390/ma14092186
• [4] Pawluczuk E., Kalinowska-Wichrowska K., Bołtryk M., Jiménez J. R. and Fernández J. M., “The Influence of Heat and Mechanical Treatment of Concrete Rubble on the Properties of Recycled Aggregate Concrete”, Materials, vol. 12, (2019), pp. 0367. https://doi.org/10.3390/ma12030367
• [5] Bru K., Touzé S., Bourgeois F., Lippiatt N. and Ménard Y., “Assessment of a microwave-assisted recycling process for the recovery of high-quality aggregates from concrete waste”, International Journal of Mineral Processing, vol. 126, (2014), pp. 90–98. https://doi.org/10.1016/j.minpro.2013.11.009
• [6] Wu J., Ding Y., Xu P., Zhang M., Guo M. and Guo S., “Uniaxial compressive stress-strain behaviour of recycled aggregate concrete prepared with carbonated recycled concrete aggregates”, Ceramics-Silikáty, vol. 66, no. 2, (2022), pp. 188–201. https://doi.org/10.13168/cs.2022.0013
• [7] Liu K., Xu W., Sun D., Tang J., Wang A. and Chen D., “Carbonation of recycled aggregate and its effect on properties of recycled aggregate concrete: A review”, Mater. Express, vol. 11, (2021), pp. 1439–1452. https://doi.org/10.1166/mex.2021.2045
• [8] Wang B., Yan L., Fu Q. and Kasal B., “A Comprehensive Review on Recycled Aggregate and Recycled Aggregate Concrete”, Resources, Conservation and Recycling, vol. 171, (2021), pp. 105565. https://doi.org/10.1016/j.resconrec.2021.105565
• [9] Zhong C., Tian P., Long Y., Zhou J., Peng K. and Yuan C., “Effect of Composite Impregnation on Properties of Recycled Coarse Aggregate and Recycled Aggregate Concrete”, Buildings, vol. 12, no. 7, (2022), pp. 1035. https://doi.org/10.3390/buildings12071035
• [10] Shi C., Wu Z., Cao Z., Ling T.C. and Zheng J., “Performance of mortar prepared with recycled concrete aggregate enhanced by CO2 and pozzolan slurry”, Cement and Concrete Composites, vol. 86, (2018), pp. 130–138. https://doi.org/10.1016/j.cemconcomp.2017.10.013
• [11] Zhang H., Ji T., Liu H. and Su S., “Modifying recycled aggregate concrete by aggregate surface treatment using sulphoaluminate cement and basalt powder”, Construction and Building Materials, vol. 192, (2018), 526-537. https://doi.org/10.1016/j.conbuildmat.2018.10.160
• [12] Nóbrega É. and Capuzzo V., “Properties of Concrete Produced with Recycled Concrete Aggregate Treated with Portland Cement, Metakaolin and Nanosilica”, SSRN Electronic Journal, 2022. Available from: http://dx.doi.org/10.2139/ssrn.4129901
• [13] Akono A.-T., Zhan M., Jiaxin C. and Shah S. P., “Nanostructure of calcium-silicate-hydrates in fine recycled aggregate concrete”, Cement and Concrete Composites, vol. 115, (2021), pp. 103827. https://doi.org/10.1016/j.cemconcomp.2020.103827
• [14] Yildirim G., Ashour A., Ozcelikci E., Gunal M.F. and Ozel B.F., “Development of Geopolymer Binders with Mixed Construction and Demolition Waste-Based Materials”, Engineering Proceedings, vol. 17, (2022), p. 4. https://doi.org/10.3390/engproc2022017004
• [15] EN 933-1:2012 Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method, BSI Standards Publication, London, 2012.
• [16] EN 12390-7:2019 Testing hardened concrete - Part 7: Density of hardened concrete, BSI Standards Publication, London, 2022.
• [17] EN 12390-3:2019 Testing hardened concrete - Part 3: Compressive strength of test specimens, BSI British Standards Institution, London, 2022.
• [18] Horgnies M., Chen J.J. and Bouillon C., “Overview about the use of Fourier Transform Infrared spectroscopy to study cementitious materials”, WIT Transactions on Engineering Sciences, vol. 77, (2013), pp. 251–262. http://dx.doi.org/10.2495/mc130221

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).