Ecological light transmiting concrete made from glass waste and acrylic sheets

In this research, recycling of 100% glass waste was evaluated for the manufacture of self-compacting mortars for applications in translucent building systems. The glass waste (WG) was ground and used as a fine aggregate in mortar mixtures with cement:WG proportion of 1:1.5, 1:1,75 and 1:2.0 with dif...

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Autores:
Arias Erazo, Jonatan
Villaquirán-Caicedo, Mónica A.
Goyes, Clara
Tipo de recurso:
Article of journal
Fecha de publicación:
2021
Institución:
Universidad Autónoma de Occidente
Repositorio:
RED: Repositorio Educativo Digital UAO
Idioma:
eng
OAI Identifier:
oai:red.uao.edu.co:10614/13919
Acceso en línea:
https://hdl.handle.net/10614/13919
https://red.uao.edu.co/
Palabra clave:
Residuos de vidrio - Reciclaje
Glass waste - Recycling
Recycled glass aggregate
Mortars
Translucent concrete
Rights
openAccess
License
Derechos Reservados Elsevier, 2021
id REPOUAO2_0212701ccd73ace88237b755048305c6
oai_identifier_str oai:red.uao.edu.co:10614/13919
network_acronym_str REPOUAO2
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repository_id_str
dc.title.eng.fl_str_mv Ecological light transmiting concrete made from glass waste and acrylic sheets
title Ecological light transmiting concrete made from glass waste and acrylic sheets
spellingShingle Ecological light transmiting concrete made from glass waste and acrylic sheets
Residuos de vidrio - Reciclaje
Glass waste - Recycling
Recycled glass aggregate
Mortars
Translucent concrete
title_short Ecological light transmiting concrete made from glass waste and acrylic sheets
title_full Ecological light transmiting concrete made from glass waste and acrylic sheets
title_fullStr Ecological light transmiting concrete made from glass waste and acrylic sheets
title_full_unstemmed Ecological light transmiting concrete made from glass waste and acrylic sheets
title_sort Ecological light transmiting concrete made from glass waste and acrylic sheets
dc.creator.fl_str_mv Arias Erazo, Jonatan
Villaquirán-Caicedo, Mónica A.
Goyes, Clara
dc.contributor.author.none.fl_str_mv Arias Erazo, Jonatan
Villaquirán-Caicedo, Mónica A.
Goyes, Clara
dc.subject.armarc.spa.fl_str_mv Residuos de vidrio - Reciclaje
topic Residuos de vidrio - Reciclaje
Glass waste - Recycling
Recycled glass aggregate
Mortars
Translucent concrete
dc.subject.armarc.eng.fl_str_mv Glass waste - Recycling
dc.subject.proposal.eng.fl_str_mv Recycled glass aggregate
Mortars
Translucent concrete
description In this research, recycling of 100% glass waste was evaluated for the manufacture of self-compacting mortars for applications in translucent building systems. The glass waste (WG) was ground and used as a fine aggregate in mortar mixtures with cement:WG proportion of 1:1.5, 1:1,75 and 1:2.0 with different water/cement (W/C) ratios. Properties such as fluidity, compressive strength, density, porosity, absorption, thermal properties, and characterization of the microstructure by SEM were analyzed. The results showed that as the WG content increases from 1:1.5 to 1:2.0 the compressive strength of the mortar decreases a maximum of 2.8% in samples with W/C:0.47, and this is due to the formation of microcracks and porosities, which cause the formation of a weakened and sparse interfacial zone which could be identified in the SEM tests. Nevertheless, the compressive strengths were between 20.6 MPa − 32.07 MPa, water absorption for mortars was between 12,92–14,74% and porosities from 23.02% to 25.93%. The thermal conductivity of the mortars was between 0.64 and 0.71 W/m.K. Additionally, the results of the spectrophotometry test for light transmission and the simulation in MATLAB allowed to obtain the brightness in the samples, it was possible to observe that the brightness varies according to the shape of the openings of the blocks, being the A design which allowed a greater passage of light (16%), and the materials developed could be classified as green building materials.
publishDate 2021
dc.date.issued.none.fl_str_mv 2021
dc.date.accessioned.none.fl_str_mv 2022-05-27T13:42:35Z
dc.date.available.none.fl_str_mv 2022-05-27T13:42:35Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.type.content.eng.fl_str_mv Text
dc.type.driver.eng.fl_str_mv info:eu-repo/semantics/article
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dc.type.version.eng.fl_str_mv info:eu-repo/semantics/publishedVersion
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dc.identifier.issn.spa.fl_str_mv 9500618
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10614/13919
dc.identifier.instname.spa.fl_str_mv Universidad Autónoma de Occidente
dc.identifier.reponame.spa.fl_str_mv Repositorio Educativo Digital
dc.identifier.repourl.spa.fl_str_mv https://red.uao.edu.co/
identifier_str_mv 9500618
Universidad Autónoma de Occidente
Repositorio Educativo Digital
url https://hdl.handle.net/10614/13919
https://red.uao.edu.co/
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.citationendpage.spa.fl_str_mv 11
dc.relation.citationstartpage.spa.fl_str_mv 1
dc.relation.citationvolume.spa.fl_str_mv 304
dc.relation.cites.eng.fl_str_mv Arias Erazo, J., Villaquirán Caicedo, M.A., Goyes López, C. E. (2021). Ecological light transmiting concrete made from glass waste and acrylic sheets. Construction and Building Materials. Vol. 304, pp. 1-11. https://www.sciencedirect.com/science/article/pii/S0950061821023990
dc.relation.ispartofjournal.eng.fl_str_mv Construction and building materials
dc.relation.references.none.fl_str_mv [1] European Commission, Construction and Demolition Wastes 2019 https://ec. europa.eu/environment/waste/construction_demolition.htm.
[2] G. Kumar, S. Shrivastava, R.C. Gupta, Paver blocks manufactured from construction & demolition waste, Mater. Today Proc. 27 (2020) 311–317, https:// doi.org/10.1016/j.matpr.2019.11.039.
[3] I.F. S´aez del Bosque, P. Van den Heede, N. De Belie, M.I. S´anchez de Rojas, C. Medina, Carbonation of concrete with construction and demolition waste based recycled aggregates and cement with recycled content, Constr. Build. Mater. 234 (2020), 117336, https://doi.org/10.1016/j.conbuildmat.2019.117336.
[4] Y.F. Silva, D.A. Lange, S. Delvasto, Effect of incorporation of masonry residue on the properties of self-compacting concretes, Constr. Build. Mater. 196 (2019) 277–283, https://doi.org/10.1016/j.conbuildmat.2018.11.132.
[5] Y.F. Silva, R.A. Robayo, P.E. Mattey, S. Delvasto, Properties of self-compacting concrete on fresh and hardened with residue of masonry and recycled concrete, Constr. Build. Mater. 124 (2016) 639–644, https://doi.org/10.1016/j. conbuildmat.2016.07.057.
[6] G. Zou, J. Zhang, X. Liu, Y. Lin, H. Yu, Design and performance of emulsified asphalt mixtures containing construction and demolition waste, Constr. Build. Mater. 239 (2020), 117846, https://doi.org/10.1016/j.conbuildmat.2019.117846.
[7] X. Jianzhuang, Recycled Aggregate Concrete Structures, Springer N, Springer Nature, Shanghai (2018), https://doi.org/10.1007/978-3-662-53987-3.
[8] S. Waite, P. Cox, T. Tudor, Strategies for local authorities to achieve the EU 2020 50% recycling, reuse and composting target: A case study of England, Resour. Conserv. Recycl. 105 (2015) 18–28, https://doi.org/10.1016/j. resconrec.2015.09.017.
[9] European Commission, Commission Regulation (EU) No 1179/2012 . Establishing criteria determining when glass cullet ceases to be waste under Directive 2008/98/ EC of the European Parliament and of the Council, Off. J. Eur. Union. (2012) L337/ 31-L337/36.
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[12] Twenergy, Colombia apuesta por el reciclaje de vidrio, Twenergy. (2019). https:// twenergy.com/ecologia-y-reciclaje/reciclaje/colombia-apuesta-por-el-reciclaje-devidrio- 618/#:~:text=La labor de las plantas,m´as de 100 referencias distintas.
[13] E. Montoya-Quesada, M.A. Villaquir´an-Caicedo, R.M. de Guti´errez, New glassceramic from ternary-quaternary mixtures based on Colombian industrial wastes: Blast furnace slag, cupper slag, fly ash and glass cullet, Bol. La Soc. Esp. Ceram. y Vidr. (2020), https://doi.org/10.1016/j.bsecv.2020.11.009.
[14] J. D´avalos, A. Bonilla, M.A. Villaquir´an-Caicedo, R.M. de Guti´errez, J.M. Rinc´on, Preparation of glass–ceramic materials from coal ash and rice husk ash: Microstructural, physical and mechanical properties, Bol. La Soc. Espa˜nola Cer´amica y Vidr. 60 (3) (2021) 183–193, https://doi.org/10.1016/j. bsecv.2020.02.002.
[15] T.-C. Ling, C.-S. Poon, Feasible use of recycled CRT funnel glass as heavy weight fine aggregate in barite concrete, J. Clean. Prod. 33 (2012) 42–49, https://doi.org/ 10.1016/j.jclepro.2012.05.003.
[16] J. Lu, H. Zheng, S. Yang, P. He, C.S. Poon, Co-utilization of waste glass cullet and glass powder in precast concrete products, Constr. Build. Mater. 223 (2019) 210–220, https://doi.org/10.1016/j.conbuildmat.2019.06.231.
[17] C. Kibert, Sustainable Construction - Green Building Design and Delivery, Fourth, Wiley & Sons Inc, New Jersey, 2016.
[18] A.B. Kamdi, Transparent Concrete As a Green Material for Building, Int. J. Struct. Civ. Engg. Res. 2 (2013) 172–175, www.ijscer.com.
[19] H. Baoguo, Z. Liqing, O. Jinping, Light-Transmitting Concrete, in: Smart Multifunct. Concr. Towar. Sustain. Infrastructures, Springer Nature, Dalian, China, 2017: pp. 1–409. https://doi.org/10.1007/978-981-10-4349-9.
[20] D.M. Shah, A Study on Transparent Concrete, Int. Res. J. Eng. Technol. 5 (2018) 1071–1073.
[21] M. Zieli´nska, A. Ciesielski, Analysis of Transparent Concrete as an Innovative Material Used in Civil Engineering, IOP Conf. Ser. Mater. Sci. Eng. 245 (2017) 1–7, https://doi.org/10.1088/1757-899X/245/2/022071.
[22] B. Kim, Light Transmitting Lightweight Concrete with Transparent Plastic Bar, Open Civ. Eng. J. 11 (1) (2017) 615–626, https://doi.org/10.2174/ 1874149501711010615.
[23] J. Sasidharan, A. Naga Sai Teja, K. Sakthivel, D. Manickavel, S. Mohan Kumar, Translucent Concrete, Int. J. Eng. Res. Technol. 6 (2017) 782–786, http://www. ijert.org.
[24] ASTM C109/ C109M, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using Cube Specimens), Chem. Anal. (2010) 1–9. https://doi. org/10.1520/C0109.
[25] ASTM C128-15, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate, Annu. B. ASTM Stand. i (2015) 1–5. https://doi. org/10.1520/C0128-15.2.
[26] ASTM C230, Standard Specification for Flow Table for Use in Tests of Hydraulic Cement 1, Annu. B. ASTM Stand. (2010) 4–9. https://doi.org/10.1520/C0230.
[27] ASTM, ASTM C642- Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, (2013) 1–3.
[28] ASTM C144, Standard Specification for Aggregate for Masonry Mortar, Annu. B. ASTM Stand. i (2017) 1–5.
[29] L.A. Quintero Ortiz, J. Herrera, L. Corzo, J. García, Relationship Between Compressive Strength and Porosity of Concrete Evaluated From Ultrasonic Parameters, Rev. ION. 24 (2011) 69–76. http://www.scielo.org.co/scielo.php?sc ript=sci_abstract&pid=S0120-100X2011000100009.
[30] M.Z. Guo, Z. Tu, C.S. Poon, C. Shi, Improvement of properties of architectural mortars prepared with 100% recycled glass by CO2 curing, Constr. Build. Mater. 179 (2018) 138–150, https://doi.org/10.1016/j.conbuildmat.2018.05.188.
[31] T.C. Ling, C.S. Poon, Use of recycled CRT funnel glass as fine aggregate in drymixed concrete paving blocks, J. Clean. Prod. 68 (2014) 209–215, https://doi.org/ 10.1016/j.jclepro.2013.12.084.
[32] J.X. Lu, Z.H. Duan, C.S. Poon, Combined use of waste glass powder and cullet in architectural mortar, Cem. Concr. Compos. 82 (2017) 34–44, https://doi.org/ 10.1016/j.cemconcomp.2017.05.011.
[33] Z. Chen, J.S. Li, C.S. Poon, Combined use of sewage sludge ash and recycled glass cullet for the production of concrete blocks, J. Clean. Prod. 171 (2018) 1447–1459, https://doi.org/10.1016/j.jclepro.2017.10.140.
[34] J.-X. Lu, P. Shen, H. Zheng, B. Zhan, H.A. Ali, P. He, C.S. Poon, Synergetic recycling of waste glass and recycled aggregates in cement mortars: Physical, durability and microstructure performance, Cem. Concr. Compos. 113 (2020) 103632, https:// doi.org/10.1016/j.cemconcomp.2020.103632.
[35] N. Tamanna, R. Tuladhar, N. Sivakugan, Performance of recycled waste glass sand as partial replacement of sand in concrete, Constr. Build. Mater. 239 (2020) 117804, https://doi.org/10.1016/j.conbuildmat.2019.117804.
[36] J.X. Lu, Z.H. Duan, C.S. Poon, Fresh properties of cement pastes or mortars incorporating waste glass powder and cullet, Constr. Build. Mater. 131 (2017) 793–799, https://doi.org/10.1016/j.conbuildmat.2016.11.011.
[37] K.H. Tan, H. Du, Use of waste glass as sand in mortar: Part i - Fresh, mechanical and durability properties, Cem. Concr. Compos. 35 (1) (2013) 109–117, https://doi. org/10.1016/j.cemconcomp.2012.08.028.
[38] J. Lu, C. Sun, Improvement of early-age properties for glass-cement mortar by adding nanosilica, Cem. Concr. Compos. 89 (2018) 18–30, https://doi.org/ 10.1016/j.cemconcomp.2018.02.010.
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[40] G. Pe˜na Rodríguez, J.Y. Pe˜na Quintero, M.A. G´omez Tovar, Determinaci´on Experimental de la Conductividad T´ermica Efectiva en Bloques Extinguidos de Arcilla Roja, Cienc. En Desarro. 5 (2015) 15–20, https://doi.org/10.19053/ 01217488.3227.
[41] V. Flores-Al´es, A. Pérez-Argallo, J.A. Pulido Arcas, C. Rubio-Bellido, Effect on the Thermal Properties of Mortar Blocks by Using Recycled Glass and Its Application for Social Dwellings, Energies. 13 (2020) 5702, https://doi.org/10.3390/ en13215702.
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[43] P. Shafigh, I. Asadi, A.R. Akhiani, N.B. Mahyuddin, M. Hashemi, Thermal properties of cement mortar with different mix proportions, Mater. Construcci´on. 70 (2020) 1–12, https://doi.org/10.3989/mc.2020.09219.
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[45] A.A. Momin, R.B. Kadiranaikar, S. Jagirdar, M. Arshad, A. Inamdar, Study on Light Transmittance of Concrete Using Optical Fibers and Glass Rods., in: Int. Conf. Adv. Eng. Technol. IOSR J. Mech. Civ. Eng., 2014: pp. 2278–1684. www.iosrjournals. org.
[46] K. Awadhesh, A. Rahul, Experimental study on light transmitting concrete, Int. J. Innov. Sci. Eng. Technol. 4 (2017) 201–210.
[47] D. Poornima, T. Shailaja, P. Pooja, H.G. Santosh, B. Sachidananda, M.P. Rashmi, An Experimental Study on Light Transmitting Concrete, Int. Res. J. Eng. Technol. 6 (2019) 7207–7212.
[48] A. Tahwia, A. Abdel-raheem, N. Abdel-Aziz, M. Amin, Light transmitance performance of sustainable translucent self-compacting concrete, Build. Eng. 38 (2021), 102178, https://doi.org/10.1016/j.jobe.2021.102178.
[49] Y. Li, J. Li, H. Guo, Preparation and study of light transmitting properties of sulfoaluminate cement-based materials, Mater. Des. 83 (2015) 185–192, https:// doi.org/10.1016/j.matdes.2015.06.021.
[50] Y. Li, J. Li, Y. Wan, Z. Xu, Experimental study of light transmitting cement-based material (LTCM), Constr. Build. Mater. 96 (2015) 319–325, https://doi.org/ 10.1016/j.conbuildmat.2015.08.055.
[51] T.dos.S. Henriques, D.C. Dal Molin, ˆA.B. Masuero, Study of the influence of sorted polymeric optical fibers (POFs) in samples of a light-transmitting cement-based material (LTCM), Constr. Build. Mater. 161 (2018) 305–315, https://doi.org/ 10.1016/j.conbuildmat.2017.11.137.
[52] D. Snoeck, J. Debo, N. De Belie, Translucent self-healing cementitious materials using glass fibers and superabsorbent polymers, Dev. Built Environ. 3 (2020) 100012, https://doi.org/10.1016/j.dibe.2020.100012
dc.rights.spa.fl_str_mv Derechos Reservados Elsevier, 2021
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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spelling Arias Erazo, Jonatan5698db85399e2e216f16e68ca2deda72Villaquirán-Caicedo, Mónica A.0397512d049f6396a988e6371c35313aGoyes, Clarad0442b47804f0f9c1df7ed6c8c2b18f82022-05-27T13:42:35Z2022-05-27T13:42:35Z20219500618https://hdl.handle.net/10614/13919Universidad Autónoma de OccidenteRepositorio Educativo Digitalhttps://red.uao.edu.co/In this research, recycling of 100% glass waste was evaluated for the manufacture of self-compacting mortars for applications in translucent building systems. The glass waste (WG) was ground and used as a fine aggregate in mortar mixtures with cement:WG proportion of 1:1.5, 1:1,75 and 1:2.0 with different water/cement (W/C) ratios. Properties such as fluidity, compressive strength, density, porosity, absorption, thermal properties, and characterization of the microstructure by SEM were analyzed. The results showed that as the WG content increases from 1:1.5 to 1:2.0 the compressive strength of the mortar decreases a maximum of 2.8% in samples with W/C:0.47, and this is due to the formation of microcracks and porosities, which cause the formation of a weakened and sparse interfacial zone which could be identified in the SEM tests. Nevertheless, the compressive strengths were between 20.6 MPa − 32.07 MPa, water absorption for mortars was between 12,92–14,74% and porosities from 23.02% to 25.93%. The thermal conductivity of the mortars was between 0.64 and 0.71 W/m.K. Additionally, the results of the spectrophotometry test for light transmission and the simulation in MATLAB allowed to obtain the brightness in the samples, it was possible to observe that the brightness varies according to the shape of the openings of the blocks, being the A design which allowed a greater passage of light (16%), and the materials developed could be classified as green building materials.11 páginasapplication/pdfengElsevierDerechos Reservados Elsevier, 2021https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)http://purl.org/coar/access_right/c_abf2https://www.sciencedirect.com/science/article/pii/S0950061821023990Ecological light transmiting concrete made from glass waste and acrylic sheetsArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Residuos de vidrio - ReciclajeGlass waste - RecyclingRecycled glass aggregateMortarsTranslucent concrete111304Arias Erazo, J., Villaquirán Caicedo, M.A., Goyes López, C. E. (2021). Ecological light transmiting concrete made from glass waste and acrylic sheets. Construction and Building Materials. Vol. 304, pp. 1-11. https://www.sciencedirect.com/science/article/pii/S0950061821023990Construction and building materials[1] European Commission, Construction and Demolition Wastes 2019 https://ec. europa.eu/environment/waste/construction_demolition.htm.[2] G. Kumar, S. Shrivastava, R.C. Gupta, Paver blocks manufactured from construction & demolition waste, Mater. Today Proc. 27 (2020) 311–317, https:// doi.org/10.1016/j.matpr.2019.11.039.[3] I.F. S´aez del Bosque, P. Van den Heede, N. De Belie, M.I. S´anchez de Rojas, C. Medina, Carbonation of concrete with construction and demolition waste based recycled aggregates and cement with recycled content, Constr. Build. Mater. 234 (2020), 117336, https://doi.org/10.1016/j.conbuildmat.2019.117336.[4] Y.F. Silva, D.A. Lange, S. Delvasto, Effect of incorporation of masonry residue on the properties of self-compacting concretes, Constr. Build. Mater. 196 (2019) 277–283, https://doi.org/10.1016/j.conbuildmat.2018.11.132.[5] Y.F. Silva, R.A. Robayo, P.E. Mattey, S. Delvasto, Properties of self-compacting concrete on fresh and hardened with residue of masonry and recycled concrete, Constr. Build. Mater. 124 (2016) 639–644, https://doi.org/10.1016/j. conbuildmat.2016.07.057.[6] G. Zou, J. Zhang, X. Liu, Y. Lin, H. Yu, Design and performance of emulsified asphalt mixtures containing construction and demolition waste, Constr. Build. Mater. 239 (2020), 117846, https://doi.org/10.1016/j.conbuildmat.2019.117846.[7] X. Jianzhuang, Recycled Aggregate Concrete Structures, Springer N, Springer Nature, Shanghai (2018), https://doi.org/10.1007/978-3-662-53987-3.[8] S. Waite, P. Cox, T. Tudor, Strategies for local authorities to achieve the EU 2020 50% recycling, reuse and composting target: A case study of England, Resour. 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Built Environ. 3 (2020) 100012, https://doi.org/10.1016/j.dibe.2020.100012Comunidad generalPublicationLICENSElicense.txtlicense.txttext/plain; charset=utf-81665https://dspace7-uao.metacatalogo.com/bitstreams/9b88bc88-13ce-4a39-91c8-728498418f3c/download20b5ba22b1117f71589c7318baa2c560MD5210614/13919oai:dspace7-uao.metacatalogo.com:10614/139192024-01-19 17:02:58.893https://creativecommons.org/licenses/by-nc-nd/4.0/Derechos Reservados Elsevier, 2021metadata.onlyhttps://dspace7-uao.metacatalogo.comRepositorio UAOrepositorio@uao.edu.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