Preliminary Study of Pressed Lightweight Geopolymer Block Using Fly Ash, Portland Cement and Recycled Lightweight Concrete

Article Preview

Abstract:

In this research, the properties of pressed lightweight fly ash geopolymer concrete block containing Portland cement and recycled lightweight concrete aggregate. The recycled lightweight concrete aggregate (RLCA) was crushed and classified as coarse aggregate (CA), medium aggregate (MA) and fine aggregate (FA). The RLCA with CA : MA : FA of 30 : 30 : 40 by weight was used to reduce the weight of concrete block. Lightweight geopolymer concrete block was produced from lignite fly ash, NaOH, Na2SiO3, RCLA and PC. The lightweight geopolymer concrete blocks with 28-day compressive strengths between 2.0 and 14.1 MPa and densities between 1130 and 1370 kg/m3 were obtained.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

184-190

Citation:

Online since:

November 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] O. Ünal, T. Uygunoğlu, A. Yildiz, Investigation of properties of low-strength lightweight concrete for thermal insulation, Build. Environ. 42 (2007) 584-90.

DOI: 10.1016/j.buildenv.2005.09.024

Google Scholar

[2] P. Posi, C. Teerachanwit, C. Tanutong, S. Limkamoltip, S. Lertnimoolchai, V. Sata, Lightweight geopolymer concrete containing aggregate from recycle lightweight block, Mater. Design. 52 (2013) 580-6.

DOI: 10.1016/j.matdes.2013.06.001

Google Scholar

[3] ASTM C 618. Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. Annual Book of ASTM Standard. (2012).

DOI: 10.1520/c0618-00

Google Scholar

[4] S. Pangdaeng, T. Phoo-ngernkham, V. Sata, P. Chindaprasirt, Influence of curing conditions on properties of high calcium fly ash geopolymer containing Portland cement as additive. Mater. Design. 53 (2014) 269-74.

DOI: 10.1016/j.matdes.2013.07.018

Google Scholar

[5] T.N. Phoo, V. Sata, S. Hanjitsuwan, C. Ridtirud, S. Hatanaka, P. Chindaprasirt, High calcium fly ash geopolymer mortar containing Portland cement for use as repair material. Constr. Build. Mater. 98 (2015) 482-8.

DOI: 10.1016/j.conbuildmat.2015.08.139

Google Scholar

[6] P. Posi, S. Lertnimoolchai, V. Sata, P. Chindaprasirt, Pressed lightweight concrete containing calcined diatomite aggregate, Constr. Build. Mater. 47 (2013) 896-901.

DOI: 10.1016/j.conbuildmat.2013.05.094

Google Scholar

[7] P. Chindaprasirt, T. Chareerat, V. Sirivivatnanon, Workability and strength of coarse high calcium fly ash geopolymer, Cement Concrete Comp. 29 (2007) 224-9.

DOI: 10.1016/j.cemconcomp.2006.11.002

Google Scholar

[8] ASTM C138/C138M-14. Standard test of method for unit weight of mortar. Annual Book of ASTM Standard. (2014).

Google Scholar

[9] ASTM C109/C109M-13. Standard Test Method of Compressive Strength of Hydrualic Cement Mortars (using 2-in. or [50 mm] cube speciments). Annual Book of ASTM Standard. (2013).

DOI: 10.1520/c0109_c0109m-20

Google Scholar

[10] K. Somna, C. Jaturapitakkul, P. Kajitvichyanukul, P. Chindaprasirt, NaOH-activated ground fly ash geopolymer cured at ambient temperature, Fuel. 90(2011) 2118-24.

DOI: 10.1016/j.fuel.2011.01.018

Google Scholar

[11] J. Temuujin, A. van Riessen, R. Williams, Influence of calcium compounds on the mechanical properties of fly ash geopolymer pastes, J. Hazard. Mater. 167 (2009) 82-8.

DOI: 10.1016/j.jhazmat.2008.12.121

Google Scholar

[12] T. Tho-in, V. Sata, P. Chindaprasirt, C. Jaturapitakkul, Pervious high-calcium fly ash geopolymer concrete, Constr. Build. Mater. 30 (2012) 366-71.

DOI: 10.1016/j.conbuildmat.2011.12.028

Google Scholar

[13] A. Noushini, A. Castel, The effect of heat-curing on transport properties of low-calcium fly ash-based geopolymer concrete, Constr. Build. Mater. 112 (2016) 464-77.

DOI: 10.1016/j.conbuildmat.2016.02.210

Google Scholar

[14] P. Rovnaník, Effect of curing temperature on the development of hard structure of metakaolin-based geopolymer, Constr Build Mater. 24 (2010) 1176-83.

DOI: 10.1016/j.conbuildmat.2009.12.023

Google Scholar

[15] M. Soutsos, A.P. Boyle, R. Vinai, A. Hadjierakleous, SJ. Barnett, Factors influencing the compressive strength of fly ash based geopolymers, Constr. Build. Mater. 110 (2016) 355-68.

DOI: 10.1016/j.conbuildmat.2015.11.045

Google Scholar

[16] S. Alonso, A. Palomo, Calorimetric study of alkaline activation of calcium hydroxide–metakaolin solid mixtures Constr. Build. Mater, 31 (2001) 25-30.

DOI: 10.1016/s0008-8846(00)00435-x

Google Scholar

[17] S. Hanjitsuwan, S. Hunpratub, P. Thongbai, S. Maensiri, V. Sata, P. Chindaprasirt, Effects of NaOH concentrations on physical and electrical properties of high calcium fly ash geopolymer paste, Cement Concrete Comp. 45 (2014) 9-14.

DOI: 10.1016/j.cemconcomp.2013.09.012

Google Scholar

[18] U. Rattanasak, P. Chindaprasirt, Influence of NaOH solution on the synthesis of fly ash geopolymer, Miner. Eng. 22 (2009) 1073-8.

DOI: 10.1016/j.mineng.2009.03.022

Google Scholar

[19] U. Rattanasak, K. Pankhet, P. Chindaprasirt, Effect of chemical admixtures on properties of high-calcium fly ash geopolymer, Inter. J. Min. Met. Mater. 18 (2011) 364-9.

DOI: 10.1007/s12613-011-0448-3

Google Scholar

[20] W. Lee, V. Deventer JSJ, The effects of inorganic salt contamination on the strength and durability of geopolymers, Colloids Surf. A Physicochem. Eng. Asp. 211 (2002) 115-26.

DOI: 10.1016/s0927-7757(02)00239-x

Google Scholar

[21] K. Pimraksa, P. Chindaprasirt, A. Rungchet, K. Sagoe-Crentsil, T. Sato, Lightweight geopolymer made of highly porous siliceous materials with various Na2O/Al2O3 and SiO2/Al2O3 ratios, Mat. Sci. Eng. A. 528 (2011) 6616-23.

DOI: 10.1016/j.msea.2011.04.044

Google Scholar