Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder

Cement is a widely used building material, with more than 4.4 billion metric tons produced in 2021. Unfortunately, the excessive use of cement raises several environmental issues, one of which is the massive amounts of CO<sub>2e</sub> produced as a by-product. Using recycled materials in...

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Main Authors: Pauls P. Argalis, Maris Sinka, Diana Bajare
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Recycling
Subjects:
Online Access:https://www.mdpi.com/2313-4321/7/5/76
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author Pauls P. Argalis
Maris Sinka
Diana Bajare
author_facet Pauls P. Argalis
Maris Sinka
Diana Bajare
author_sort Pauls P. Argalis
collection DOAJ
description Cement is a widely used building material, with more than 4.4 billion metric tons produced in 2021. Unfortunately, the excessive use of cement raises several environmental issues, one of which is the massive amounts of CO<sub>2e</sub> produced as a by-product. Using recycled materials in the concrete mix is widely employed to solve this problem. A method for minimizing the use of natural cement by substituting it with secondary cementitious material that consists of wood–cement board manufacturing waste has been studied in this paper. The cement in the waste stream was reactivated by a mechanical treatment method—the use of a planetary mill, allowing it to regain its cementitious properties and be used as a binder. Physical and mineralogical analysis of the binder material was performed using X-ray diffraction (XRD), thermogravimetry/differential thermal analysis (TG/DTA) and Brunauer–Emmett–Teller analysis; granulometry and compressive strength tests were also carried out. The results show that the grinding process did not significantly change the mineralogical composition and the specific surface area; it did, however, affect the compressive strength of the samples prepared by using the reactivated binding material; also, the addition of plasticizer to the mix increased compressive strength by 2.5 times. Samples were cured in high-humidity conditions. The optimal water-to-binder (W/B) ratio was found to be 0.7 because of the wood particles that absorb water in their structure. Compressive strength increased as the grinding time increased.
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spelling doaj.art-7c185e80fd27431c9028377729fe5e002023-11-24T02:15:30ZengMDPI AGRecycling2313-43212022-10-01757610.3390/recycling7050076Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious BinderPauls P. Argalis0Maris Sinka1Diana Bajare2Institute of Materials and Structures, Faculty of Civil Engineering, Riga Technical University, Kipsalas Street 6A, LV-1048 Riga, LatviaInstitute of Materials and Structures, Faculty of Civil Engineering, Riga Technical University, Kipsalas Street 6A, LV-1048 Riga, LatviaInstitute of Materials and Structures, Faculty of Civil Engineering, Riga Technical University, Kipsalas Street 6A, LV-1048 Riga, LatviaCement is a widely used building material, with more than 4.4 billion metric tons produced in 2021. Unfortunately, the excessive use of cement raises several environmental issues, one of which is the massive amounts of CO<sub>2e</sub> produced as a by-product. Using recycled materials in the concrete mix is widely employed to solve this problem. A method for minimizing the use of natural cement by substituting it with secondary cementitious material that consists of wood–cement board manufacturing waste has been studied in this paper. The cement in the waste stream was reactivated by a mechanical treatment method—the use of a planetary mill, allowing it to regain its cementitious properties and be used as a binder. Physical and mineralogical analysis of the binder material was performed using X-ray diffraction (XRD), thermogravimetry/differential thermal analysis (TG/DTA) and Brunauer–Emmett–Teller analysis; granulometry and compressive strength tests were also carried out. The results show that the grinding process did not significantly change the mineralogical composition and the specific surface area; it did, however, affect the compressive strength of the samples prepared by using the reactivated binding material; also, the addition of plasticizer to the mix increased compressive strength by 2.5 times. Samples were cured in high-humidity conditions. The optimal water-to-binder (W/B) ratio was found to be 0.7 because of the wood particles that absorb water in their structure. Compressive strength increased as the grinding time increased.https://www.mdpi.com/2313-4321/7/5/76waste recyclingmechanical treatmentlow-strength cementitious binder
spellingShingle Pauls P. Argalis
Maris Sinka
Diana Bajare
Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder
Recycling
waste recycling
mechanical treatment
low-strength cementitious binder
title Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder
title_full Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder
title_fullStr Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder
title_full_unstemmed Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder
title_short Recycling of Cement–Wood Board Production Waste into a Low-Strength Cementitious Binder
title_sort recycling of cement wood board production waste into a low strength cementitious binder
topic waste recycling
mechanical treatment
low-strength cementitious binder
url https://www.mdpi.com/2313-4321/7/5/76
work_keys_str_mv AT paulspargalis recyclingofcementwoodboardproductionwasteintoalowstrengthcementitiousbinder
AT marissinka recyclingofcementwoodboardproductionwasteintoalowstrengthcementitiousbinder
AT dianabajare recyclingofcementwoodboardproductionwasteintoalowstrengthcementitiousbinder