Adding ceramic polishing waste as filler to reduce paste volume and improve carbonation and water resistances of mortar

Advances in Bridge Engineering - Tập 2 - Trang 1-19 - 2021
Leo Gu Li1,2, Yi Ouyang3, Zhen-Yao Zhuo4, Albert Kwok Hung Kwan2
1Guangdong University of Technology, Guangzhou, China
2The University of Hong Kong, Hong Kong, China
3Mott MacDonald (Hong Kong) Ltd., Hong Kong, China
4Agile Property Holdings Ltd., Guangzhou, China

Tóm tắt

The use of ceramic waste in concrete/mortar production as aggregate replacement or cement replacement has been under consideration in the last decade to find an effective way to tackle the growing hazard of ceramic waste disposal. In this study, the authors reutilize ceramic polishing waste (CPW) as a filler to replace an equal volume of cement paste in mortar while keeping the mixture proportions of the cement paste unchanged, i.e., in a new way as paste replacement. This mixture design strategy allows a larger amount of CPW to be added to substantially reduce the paste volume, cement and carbon footprint. The mortar mixes so produced had been subjected to carbonation and water absorption tests, and the results showed that as paste replacement, the CPW can significantly enhance the carbonation and water resistances, in addition to the environmental benefits of reducing waste, cement and carbon footprint. Regression analysis of test results indicated that for carbonation resistance, the cementing efficiency factor of the CPW was around 0.5, whereas for water resistance, the cementing efficiency factor was higher than 1.0 at low CPW content and lower than 1.0 at high CPW content.

Tài liệu tham khảo

Aly ST, El-Dieb AS, Taha MR (2019) Effect of high-volume ceramic waste powder as partial cement replacement on fresh and compressive strength of self-compacting concrete. J Mater Civ Eng 31(2):04018374 ASTM International (2004) ASTM C1585–04. Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes Awoyera PO, Akinmusuru JO, Dawson AR, Ndambuki JM, Thom NH (2018) Microstructural characteristics, porosity and strength development in ceramic-laterized concrete. Cem Concr Compos 86:224–237 Ay N, Ünal M (2000) The use of waste ceramic tile in cement production. Cem Concr Res 30(3):497–499 Binici H (2007) Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties. Constr Build Mater 21(6):1191–1197 Cepuritis R, Wigum BJ, Garboczi EJ, Mørtsell E, Jacobsen S (2014) Filler from crushed aggregate for concrete: pore structure, specific surface, particle shape and size distribution. Cem Concr Compos 54:2–16 Correia JR, De Brito J, Pereira AS (2006) Effects on concrete durability of using recycled ceramic aggregates. Mater Struct 39(2):169–177 de Brito J, Pereira AS, Correia JR (2005) Mechanical behaviour of non-structural concrete made with recycled ceramic aggregates. Cem Concr Compos 27(4):429–433 de Matos PR, de Oliveira AL, Pelisser F, Prudêncio LR Jr (2018) Rheological behavior of Portland cement pastes and self-compacting concretes containing porcelain polishing residue. Constr Build Mater 175:508–518 Du H, Gao HJ, Dai PS (2016) Improvement in concrete resistance against water and chloride ingress by adding graphene nanoplatelet. Cem Concr Res 83:114–123 European Committee for Standardization (2013) EN 206: 2013. Concrete - specification, performance, production and conformity Feng D, Yi J, Wang D (2013) Performance and thermal evaluation of incorporating waste ceramic aggregates in wearing layer of asphalt pavement. J Mater Civ Eng 25(7):857–863 García-Díaz I, Palomo JG, Puertas F (2011) Belite cements obtained from ceramic wastes and the mineral pair CaF2/CaSO4. Cem Concr Compos 33(10):1063–1070 General Administration of Quality Supervision, Inspection and Quarantine, China (2007) GB 175–2007. Common Portland Cement. (in Chinese) Guerra I, Vivar I, Llamas B, Juan A, Moran J (2009) Eco-efficient concretes: the effects of using recycled ceramic material from sanitary installations on the mechanical properties of concrete. Waste Manag 29(2):643–646 Halicka A, Ogrodnik P, Zegardlo B (2013) Using ceramic sanitary ware waste as concrete aggregate. Constr Build Mater 48:295–305 Harrabin R and Edgington T (2019) Recycling: Where is the plastic waste mountain? BBC Real Check (online). Available at: https://www.bbc.com/news/science-environment-46566795 Heidari A, Tavakoli D (2013) A study of the mechanical properties of ground ceramic powder concrete incorporating nano-SiO2 particles. Constr Build Mater 38:255–264 Hobbs DW (1988) Portland-pulverized fuel ash concretes: water demand, 28 day strength, mix design and strength development. Proc Inst Civ Eng 85(2):317–331 Kannan DM, Aboubakr SH, El-Dieb AS, Taha MM (2017) High performance concrete incorporating ceramic waste powder as large partial replacement of Portland cement. Constr Build Mater 144:35–41 Kuan P, Hongxia Q, Kefan C (2020) Reliability analysis of freeze–thaw damage of recycled ceramic powder concrete. J Mater Civ Eng 32(9):05020008 Leemann A, Nygaard P, Kaufmann J, Loser R (2015) Relation between carbonation resistance, mix design and exposure of mortar and concrete. Cem Concr Compos 62:33–43 Li LG, Chen JJ, Kwan AKH (2017a) Roles of packing density and water film thickness in strength and durability of limestone fines concrete. Mag Concr Res 69(12):595–605 Li LG, Huang ZH, Tan YP, Kwan AKH, Chen HY (2019a) Recycling of marble dust as paste replacement for improving strength, microstructure and eco-friendliness of mortar. J Clean Prod 210:55–65 Li LG, Huang ZH, Tan YP, Kwan AKH, Liu F (2018a) Use of marble dust as paste replacement for recycling waste and improving durability and dimensional stability of mortar. Constr Build Mater 166:423–432 Li LG, Kwan AKH (2015) Adding limestone fines as cementitious paste replacement to improve tensile strength, stiffness and durability of concrete. Cem Concr Compos 60:17–24 Li LG, Lin ZH, Chen GM, Kwan AKH, Li ZH (2019c) Reutilization of clay brick waste in mortar: Paste replacement versus cement replacement. J Mater Civ Eng 31(7):04019129 Li LG, Wang YM, Tan YP, Kwan AKH (2019b) Filler technology of adding granite dust to reduce cement content and increase strength of mortar. Powder Technol 342:388–396 Li LG, Wang YM, Tan YP, Kwan AKH, Li LJ (2018b) Adding granite dust as paste replacement to improve durability and dimensional stability of mortar. Powder Technol 333:269–276 Li LG, Xiao BF, Fang ZQ, Xiong Z, Chu SH, Kwan AKH (2021a) Feasibility of glass/basalt fiber reinforced seawater coral sand mortar for 3D printing. Addit Manuf https://doi.org/10.1016/j.addma.2020.101684 Li LG, Zheng JY, Ng PL, Kwan AKH (2021b) Synergistic cementing efficiencies of nano-silica and micro-silica in carbonation resistance and sorptivity of concrete. J Build Eng 33:101862 Li LG, Zhu J, Huang ZH, Kwan AKH, Li LJ (2017b) Combined effects of micro-silica and nano-silica on durability of mortar. Constr Build Mater 157:337–347 Li LG, Zhuo HX, Zhu J, Kwan AKH (2019d) Packing density of mortar containing polypropylene, carbon or basalt fibres under dry and wet conditions. Powder Technol 342:433–440 Li LG, Zhuo ZY, Kwan AKH, Zhang TS, Lu DG (2020b) Cementing efficiency factors of ceramic polishing residue in compressive strength and chloride resistance of mortar. Powder Technol 367:163–171 Li LG, Zhuo ZY, Zhu J, Chen JJ, Kwan AKH (2019e) Reutilizing ceramic polishing waste as powder filler in mortar to reduce cement content by 33% and increase strength by 85%. Powder Technol 355:119–126 Li LG, Zhuo ZY, Zhu J, Kwan AKH (2020a) Adding ceramic polishing waste as paste substitute to improve sulphate and shrinkage resistances of mortar. Powder Technol 362:149–156 Lopez V, Llamas B, Juan A, Moran JM, Guerra I (2007) Eco-efficient concretes: impact of the use of white ceramic powder on the mechanical properties of concrete. Biosyst Eng 96(4):559–564 Mas MA, Reig Cerdá L, Monzó J, Borrachero MV, Payá J (2015) Ceramic tiles waste as replacement material in Portland cement. Adv Cem Res 28(4):221–232 Medina C, Banfill PFG, de Rojas MS, Frías M (2013a) Rheological and calorimetric behaviour of cements blended with containing ceramic sanitary ware and construction/demolition waste. Constr Build Mater 40:822–831 Medina C, de Rojas MI, Frías M (2013b) Freeze-thaw durability of recycled concrete containing ceramic aggregate. J Clean Prod 40:151–160 Medina C, Frías M, De Rojas MS (2012) Microstructure and properties of recycled concretes using ceramic sanitary ware industry waste as coarse aggregate. Constr Build Mater 31:112–118 Ministry of Housing and Urban-Rural Development, China (2009) GB/T 50082–2009. Standard for test methods of long-term performance and durability of ordinary concrete. (in Chinese). Okamura H, Ouchi M (2003) Self-compacting concrete. J Adv Concr Technol 1(1):5–15 Pacheco-Torgal F, Jalali S (2010) Reusing ceramic wastes in concrete. Constr Build Mater 24(5):832–838 Papadakis VG, Tsimas S (2002) Supplementary cementing materials in concrete: part I: efficiency and design. Cem Concr Res 32(10):1525–1532 Pereira-de-Oliveira LA, Castro-Gomes JP, Santos PM (2012) The potential pozzolanic activity of glass and red-clay ceramic waste as cement mortars components. Constr Build Mater 31:197–203 Senthamarai RM, Manoharan PD (2005) Concrete with ceramic waste aggregate. Cem Concr Compos 27(9–10):910–913 Senthamarai RM, Manoharan PD, Gobinath D (2011) Concrete made from ceramic industry waste: durability properties. Constr Build Mater 25(5):2413–2419 Siddique S, Shrivastava S, Chaudhary S (2018) Influence of ceramic waste as fine aggregate in concrete: Pozzolanic, XRD, FT-IR, and NMR investigations. J Mater Civ Eng 30(9):04018227 Smith IA (1967) The design of fly-ash concretes. Proc Inst Civil Eng 36(4):769–790 Suzuki M, Meddah MS, Sato R (2009) Use of porous ceramic waste aggregates for internal curing of high-performance concrete. Cem Concr Res 39(5):373–381 Torkittikul P, Chaipanich A (2010) Utilization of ceramic waste as fine aggregate within Portland cement and fly ash concretes. Cem Concr Compos 32(6):440–449 Wang D, Wang Q, Xue J (2020) Reuse of hazardous electrolytic manganese residue: Detailed leaching characterization and novel application as a cementitious material. Resour Conserv Recycl 154:104,645 Wang Q, Wang D, Chen H (2017) The role of fly ash microsphere in the microstructure and macroscopic properties of high-strength concrete. Cem Concr Compos 83:125–137 Wong HS, Abdul Razak H (2005) Efficiency of calcined kaolin and silica fume as cement replacement material for strength performance. Cem Concr Compos 35(4):696–702 Yu AB, Bridgwater J, Burbidge A (1997) On the modelling of the packing of fine particles. Powder Technol 92(3):185–194 Zhang T, Yu Q, Wei J, Zhang P, Chen P (2011) A gap-graded particle size distribution for blended cements: analytical approach and experimental validation. Powder Technol 214(2):259–268