Investigation of concrete blocks mixed with recycled crumb rubber: A case study in Thailand
Main Article Content
Abstract
This research examined the improvement and development of concrete block properties for masonry wall construction. The study aimed to make improvements in the physical and mechanical properties as well as the strengths of heat resistance and sound absorption in building. Waste materials such as crushed tires were used for concrete block production. The crushed tires were used as crumb rubber in replacement of sand. This concept used the advantages of rubber properties, such as being lightweight, having low thermal conductivity and good sound absorption as well as high flexibility, which can improve and develop the properties of concrete blocks. This study used crumb rubber in replacement of sand at 0%, 10%, 20%, 30%, and 40%. The density, water absorption, porosity, compressive strength, stress-strain relationship, static modulus of elasticity, thermal conductivity, and sound absorption were tested. The results found that the increasing in crumb rubber contents decreased the density and increased the water absorption and porosity of concrete block. The compressive strength, static modulus of elasticity, thermal conductivity decreased while flexibility and sound absorption increased with the increasing in crumb rubber contents. Therefore, crumb rubber concrete blocks suitable for the development of wall building materials and can reduce the impact on the environment as well.
Article Details
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
References
Sukontasukkul P. Use of crumb rubber to improve thermal and sound properties of pre-cast concrete panel. Constr Build Mater. 2008;23(2):1084-92.
Chaikaew C, Sukontasukkul P, Chaisakulkiet U, Sata V, Chindaprasirt P. Properties of concrete pedestrian blocks containing crumb rubber from recycle waste Tyres reinforced with steel fibers. Case Stud Constr Mater. 2019;11:e00304.
Sodupe-Ortega E, Fraile-Garcia E, Ferreiro-Cabello J, Sanz-García A. Evaluation of crumb rubber as aggregate for automated manufacturing of rubberized long hollow blocks and bricks. Constr Build Mater. 2016;106:305-16.
del Rio Merino M, Santa Cruz Astorqui J, Cortina MG. Viability analysis and constructive applications of lightened mortar (rubber cement mortar). Constr Build Mater. 2007;21(8):1785-91.
Sienkiewicz M, Kucinska-Lipka J, Janik H, Balas A. Progress in used tires management in the European Union: a review. Waste Manage. 2012;32(10):1742-51.
Moreno-Navarroa F, Sol-Sáncheza M, Rubio-Gámeza MC, Segarra-Martínez M. The use of additives for the improvement of the mechanical behavior of high modulus asphalt mixes. Constr Build Mater. 2014;70:65-70.
Shu X, Huang B. Recycling of waste tire rubber in asphalt and Portland cement concrete: an overview. Constr Build Mater. 2014;67:217-24.
Liguori B, Iucolano F, Capasso I, Lavorgna M, Verdolotti L. The effect of recycled plastic aggregate on chemico-physical and functional properties of composite mortars. Mater Des. 2014;57:578-84.
Toutanji HA. The use of rubber tire particles in concrete to replace mineral aggregates. Cem Concr Compos. 1996;18(2):135-9.
Li Z, Li F, Li JSL. Properties of concrete incorporating rubber tire particles. Mag Concr Res. 1998;50(4):297-304.
Ling TC. Prediction of density and compressive strength for rubberized concrete blocks. Constr Build Mater. 2011;25(11):4303-6.
Guo YC, Zhang JH, Chen GM, Xie ZH. Compressive behavior of concrete structures incorporating recycled concrete aggregates, rubber crumb and reinforced with steel bra, subjected to elevated temperatures. J Clean Prod. 2014;72:193-203.
Aattachea A, Mahia A, Soltania R, Moulib M, Benosmanc AS. Experimental study on thermo-mechanical properties of polymer modified mortar. Mater Des. 2013;52:459-69.
Demirboga R. Influence of mineral admixtures on thermal conductivity and compressive strength of mortar. Energy Build. 2003;35(2):189-92.
Corinaldesi V, Mazzoli A, Moriconi G. Mechanical behavior and thermal conductivity of mortars containing waste rubber particles. Mater Des. 2011;32(3):1646-50.
Paje SE, Bueno M, Terán F, Miró R, Pérez-Jiménez F, Martínez AH. Acoustic field evaluation of asphalt mixtures with crumb rubber. Appl Acoust. 2010;71(6):578-82.
Herrero S, Mayor P, Hernández-Olivares F. Influence of proportion and particle size gradation of rubber from end-of-life tires on mechanical, thermal and acoustic properties of plaster-rubber mortars. Mater Des. 2013;47:633-42.
Al-Fakih A, Mohammed BS, Liew MS, Alaloul WS, Adamu M, Khed VC, et al. Mechanical behavior of rubberized interlocking bricks for masonry structural applications. Int J Civ Eng Technol. 2018;9(9):185-93.
Al-Fakih A, Wahab MM, Mohammed BS, Liew MS, Zawawi N, As’ad S. Experimental study on axial compressive behavior of rubberized interlocking masonry walls. J Build Eng. 2020;29:101107.
Al-Fakih A, Mohammed BS, Wahab MMA, Liew MS, Mugahed Amran YH. Flexural behavior of rubberized concrete interlocking masonry walls under out-of-plane load. Constr Build Mater. 2020;263(1):120661.
Zhang B, Poon CS. Sound insulation properties of rubberized lightweight aggregate concrete. J Clean Prod. 2018;172:3176-85.
American society for testing and materials. ASTM C150, Specification for Portland cement, Annual book of ASTM standard. West Conshohocken: ASTM; 2005.
American society for testing and materials. ASTM C136, Test method for sieve analysis of fine and coarse aggregates, Annual book of ASTM standard. West Conshohocken: ASTM; 2005.
American society for testing and materials. ASTM C140, Test methods for sampling and testing concrete masonry units and related units, Annual book of ASTM standard. West Conshohocken: ASTM; 2005.
American society for testing and materials. ASTM C469, Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in Compression, Annual book of ASTM standard. West Conshohocken: ASTM; 2014.
American society for testing and materials. ASTM C518, Standard test method for steady-state thermal transmission properties by means of the heat flow meter apparatus, Annual book of ASTM standard. West Conshohocken: ASTM; 2004.
International organization for standardization. ISO10534-2, Acoustics-determination of sound absorption coefficient and impedance in impedance tubes part 2: transfer function method. Geneva: ISO; 1998.
Topcu IB. The properties of rubberized concrete. Cem Concr Res. 1995;25(2):304-10.
Eiras JN, Segovia F, Borrachero MV, Monzó J, Bonilla M, Payá J. Physical and mechanical properties of foamed Portland cement composite containing crumb rubber from worn tires. Mater Des. 2014;59:550-7.
Siddique R, Naik TR. Properties of concrete containing scrap-tire rubber an overview. Waste Manag. 2004;24(6):563-9.
Mohammed BS, Hossain KMA, Eng Swee JT, Wong G, Abdullahi M. Properties of crumb rubber hollow concrete block. J Clean Prod. 2012;23(1):57-67.
Thai Industrial Standard. TIS 58-2533, Standard for hollow non-load-bearing concrete masonry units. Bangkok: Ministry of Industry; 1990.
Intaboot N. Innovation of interlocking block mixing with biomass for sound absorption and thermal conductivity in Thailand. J Adv Concr Technol. 2020;18(8):473-80.
Intaboot N, Sreefung P, Nampunya S. Properties of concrete flow with rice husk ash mixing. The 23rd National Convention on Civil Engineering; 2018 Jul 18-20; Nakhon Nayok, Thailand. (In Thai)
Kearsley EP, Wainwright PJ. Porosity and permeability of foamed concrete. Cem Concr Res. 2001;31(5):805-12.
Khaloo AR, Dehestani M, Rahmatabadi P. Mechanical properties of concrete containing a high volume of tire-rubber particles. Waste Manag. 2008;28(12):2472-82.
Raghavan D, Huynh H, Ferraris CF. Workability, mechanical properties, and chemical stability of a recycled tire rubber filled cementitious composite. J Mater Sci. 1998;33(7):1745-52.
Khatib ZK, Bayomy FM. Rubberized Portland cement concrete. J Mater Civ Eng. 1999;11(3):206-13.
Eldin NN, Senouci AB. Rubber-tire particles as concrete aggregates. J Mater Civ Eng. 1993;5(4):478-96.
Mo KH, Bong CS, Alengaram UJ, Jumaat MZ, Yap SP. Thermal conductivity, compressive and residual strength evaluation of polymer fiber-reinforced high volume palm oil fuel ash blended mortar. Constr Build Mater. 2017;130:113-21.
American society for testing and materials. ASTM C39, Standard test method for compressive strength of cylindrical concrete specimens, Annual Book of ASTM Standards. West Conshohocken: ASTM; 2014.
Ling TC. Effects of compaction method and rubber content on the properties of concrete paving blocks. Constr Build Mater. 2012;28(1):164-75.
American society for testing and materials. ASTM D638, Standard test method for tensile properties of plastics, Annual Book of ASTM Standards. West Conshohocken: ASTM; 2014.
Eldin NN, Senouci AB. Measurement and prediction of the strength of rubberized concrete. Cem Concr Compos. 1994;16(4):287-98.
Ghaly AM, Cahill JD. Correlation of strength, rubber content, and water to cement ratio in rubberized concrete. Can J Civ Eng. 2005;32(6):1075-81.
Thomas BS, Gupta RC, Mehra P, Kumar S. Performance of high strength rubberized concrete in an aggressive environment. Constr Build Mater. 2015;83:320-6.
Benmansour N, Agoudjil B, Gherabli A, Kareche A, Boudenne A. Thermal and mechanical performance of natural mortar reinforced with date palm fibers for use as insulating materials in building. Energy Build. 2014;81:98-104.
Torkittikul P, Nochaiya T, Wongkeo W, Chaipanich A. Utilization of coal bottom ash to improve the thermal insulation of construction material. J Mater Cycles Waste Manag. 2017;19(1):305-17.
Holmes N, O'Malley H, Cribbin P, Mullen H, Keane G. Performance of masonry blocks containing different proportions of incinerator bottom ash. Sustain Mater Technol. 2016;8:14-9.