Preparation and properties of geopolymer-lightweight aggregate refractory concrete
Geopolymer-lightweight aggregate refractory concrete (GLARC) was prepared with geopolymer and lightweight aggregate. The mechanical property and heat-resistance (950 °C) of GLARC were investigated. The effects of size of aggregate and mass ratio of geopolymer to aggregate on mechanical and thermal p...
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Published in | Journal of Central South University of Technology. Science & technology of mining and metallurgy Vol. 16; no. 6; pp. 914 - 918 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Changsha
Central South University
01.12.2009
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Subjects | |
Online Access | Get full text |
ISSN | 1005-9784 1993-0666 |
DOI | 10.1007/s11771-009-0152-x |
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Abstract | Geopolymer-lightweight aggregate refractory concrete (GLARC) was prepared with geopolymer and lightweight aggregate. The mechanical property and heat-resistance (950 °C) of GLARC were investigated. The effects of size of aggregate and mass ratio of geopolymer to aggregate on mechanical and thermal properties were also studied. The results show that the highest compressive strength of the heated refractory concrete is 43.3 MPa, and the strength loss is only 42%. The mechanical property and heat-resistance are influenced by the thickness of geopolymer covered with aggregate, which can be expressed as the quantity of geopolymer on per surface area of aggregate. In order to show the relationship between the thickness of geopolymer covered with aggregate and the thermal property of concrete, equal thickness model is presented, which provides a reference for the mix design of GLARC. For the haydite sand with size of 1.18–4.75 mm, the best amount of geopolymer per surface area of aggregate should be in the range of 0.300–0.500 mg/mm
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AbstractList | Geopolymer-lightweight aggregate refractory concrete (GLARC) was prepared with geopolymer and lightweight aggregate. The mechanical property and heat-resistance (950 °C) of GLARC were investigated. The effects of size of aggregate and mass ratio of geopolymer to aggregate on mechanical and thermal properties were also studied. The results show that the highest compressive strength of the heated refractory concrete is 43.3 MPa, and the strength loss is only 42%. The mechanical property and heat-resistance are influenced by the thickness of geopolymer covered with aggregate, which can be expressed as the quantity of geopolymer on per surface area of aggregate. In order to show the relationship between the thickness of geopolymer covered with aggregate and the thermal property of concrete, equal thickness model is presented, which provides a reference for the mix design of GLARC. For the haydite sand with size of 1.18–4.75 mm, the best amount of geopolymer per surface area of aggregate should be in the range of 0.300–0.500 mg/mm
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Author | Wu, Jing Hu, Shu-guang Ding, Qing-jun Wang, Fa-zhou Yang, Wen He, Yong-jia |
Author_xml | – sequence: 1 givenname: Shu-guang surname: Hu fullname: Hu, Shu-guang organization: Key Laboratory for Silicate Materials Science and Engineering, Ministry of Education, Wuhan University of Technology – sequence: 2 givenname: Jing surname: Wu fullname: Wu, Jing email: wujing313@whut.edu.cn organization: Key Laboratory for Silicate Materials Science and Engineering, Ministry of Education, Wuhan University of Technology – sequence: 3 givenname: Wen surname: Yang fullname: Yang, Wen organization: China Construction Ready Mixed Concrete Co. Ltd – sequence: 4 givenname: Yong-jia surname: He fullname: He, Yong-jia organization: Key Laboratory for Silicate Materials Science and Engineering, Ministry of Education, Wuhan University of Technology – sequence: 5 givenname: Fa-zhou surname: Wang fullname: Wang, Fa-zhou organization: Key Laboratory for Silicate Materials Science and Engineering, Ministry of Education, Wuhan University of Technology – sequence: 6 givenname: Qing-jun surname: Ding fullname: Ding, Qing-jun organization: Key Laboratory for Silicate Materials Science and Engineering, Ministry of Education, Wuhan University of Technology |
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Cites_doi | 10.1061/(ASCE)0899-1561(2004)16:1(84) 10.1016/S0301-7516(99)00074-5 10.1007/s11771-006-0022-8 10.1061/(ASCE)0899-1561(2004)16:6(556) 10.1205/cherd.04329 10.1016/j.cemconcomp.2008.01.004 10.1016/S0008-8846(96)85002-2 10.1007/BF01904446 10.1016/0008-8846(74)90105-7 10.1016/j.cemconres.2006.03.022 10.1680/macr.1991.43.155.87 |
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Keywords | geopolymer equal thickness model thermal property refractory concrete lightweight aggregate |
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References_xml | – reference: ChanS. Y. N.PengG. F.AnsonM.Fire behavior of high-performance concrete made with silica fume at various moisture contents[J]ACI Materials Journal1999963405409 – reference: SellevoldE. J.Mercury porosimetry of hardened cement paste cured or stored at 97 °C[J]Cement and Concrete Research19744339940410.1016/0008-8846(74)90105-7 – reference: RileyM. A.Possible new method for the assessment of fire damaged concrete[J]Mag Concr Res199143879210.1680/macr.1991.43.155.87 – reference: SancakE.SariY. D.SimsekO.Effects of elevated temperature on ompressive strength and weight loss of the lightweight concrete with silica fume and superplasticizer[J]Cement and Concrete Composites20083071572110.1016/j.cemconcomp.2008.01.004 – reference: ProvisJ. L.DuxsonP.van DeventerJ. S. J.LuceyG. C.The role of mathematical modeling and gel chemistry in advancing geopolymer technology[J]Chemical Engineering Research and Design200583785386010.1205/cherd.04329 – reference: BakharevT.Thermal behaviour of geopolymers prepared using class F fly ash and elevated temperature curing[J]Cement and Concrete Research2006361134114710.1016/j.cemconres.2006.03.022 – reference: GulR.BingolF.General aspects of concrete resistant to fire[J]DSI Tech Bull200029938 – reference: AbelesP. W.Bardhan-RoyB. K.Prestressed concrete designer’s handbook[M]2003LondonSpon Press – reference: KomnitsasK.ZaharakiD.Geopolymerisation: A review and prospects for the minerals industry[J]Minerals Engineering200720126127 – reference: DavidovitsJ.Geopolymers and geopolymeric materials[J]Journal of Thermal Analysis19983542944110.1007/BF01904446 – reference: MethaP. K.Building durable structures in 21st century[J]Concrete International2001358 – reference: KhalafF. M.DevennyA.Performance of brick aggregate concrete at high temperatures[J]Journal of Materials in Civil Engineering200416655656510.1061/(ASCE)0899-1561(2004)16:6(556) – reference: KongF. K.EvansR. H.CohenE.RollF.Handbook of structural concrete[M]1983LondonPitman Books Limited – reference: NevilleA. M.Properties of concrete[M]1995LondonLongman Group – reference: XuH.van DeventerJ. S. J.The geopolymerisation of alumino-silicate minerals[J]International Journal of Mineral Processing20005924726610.1016/S0301-7516(99)00074-5 – reference: GuoZ.-h.ShiX.-dong.Behavior of reinforced concrete at high temperature and its calculation[M]2003BeijingTsinghua University Press – reference: DingF.-x.YuZ.-wu.Behavior of concrete and concrete-filled circular steel tubular stub columns at constant high temperatures[J]Journal of Central South University of Technology200613672673110.1007/s11771-006-0022-8 – reference: FengN.-qian.High performance concrete structure[M]2004BeijingChina Machine Press11 – reference: TurkerP.ErdogduK.ErdoganB.Investigation of the various type of aggregate mortar exposed to fire[J]Journal of Cement Concrete World20016315269 – reference: LINGARD J, HAMMER T A. Fire resistance of structural lightweight aggregate concrete: A literature survey with focus spalling[EB/OL]. https://doi.org/www.itn.is/ncr/publications. 2004-04-04. – reference: SaadM.Abo-El-EneinS. A.HannaG. B.KotkataM. F.Effect of temperature on physical and mechanical properties of concrete containing silica fume[J]Cement and Concrete Research199626566967510.1016/S0008-8846(96)85002-2 – reference: ChengF.KodurV. K. R.WangT. C.Stress—strain curves for high strength concrete at elevated temperatures[J]Journal of Materials in Civil Engineering2004161849010.1061/(ASCE)0899-1561(2004)16:1(84) – reference: ZhuH.-j.ChengH.-l.JiangD.-min.Special concrete and new concrete[M]2004BeijingChemical Industry Press153169 – volume-title: Behavior of reinforced concrete at high temperature and its calculation[M] year: 2003 ident: 152_CR6 – volume: 16 start-page: 84 issue: 1 year: 2004 ident: 152_CR9 publication-title: Journal of Materials in Civil Engineering doi: 10.1061/(ASCE)0899-1561(2004)16:1(84) – volume: 59 start-page: 247 year: 2000 ident: 152_CR16 publication-title: International Journal of Mineral Processing doi: 10.1016/S0301-7516(99)00074-5 – volume: 6 start-page: 52 issue: 31 year: 2001 ident: 152_CR4 publication-title: Journal of Cement Concrete World – volume: 13 start-page: 726 issue: 6 year: 2006 ident: 152_CR7 publication-title: Journal of Central South University of Technology doi: 10.1007/s11771-006-0022-8 – volume: 16 start-page: 556 issue: 6 year: 2004 ident: 152_CR8 publication-title: Journal of Materials in Civil Engineering doi: 10.1061/(ASCE)0899-1561(2004)16:6(556) – volume-title: Prestressed concrete designer’s handbook[M] year: 2003 ident: 152_CR13 – volume: 83 start-page: 853 issue: 7 year: 2005 ident: 152_CR15 publication-title: Chemical Engineering Research and Design doi: 10.1205/cherd.04329 – volume: 299 start-page: 3 year: 2000 ident: 152_CR11 publication-title: DSI Tech Bull – volume: 30 start-page: 715 year: 2008 ident: 152_CR19 publication-title: Cement and Concrete Composites doi: 10.1016/j.cemconcomp.2008.01.004 – start-page: 153 volume-title: Special concrete and new concrete[M] year: 2004 ident: 152_CR1 – volume: 96 start-page: 405 issue: 3 year: 1999 ident: 152_CR2 publication-title: ACI Materials Journal – volume-title: Properties of concrete[M] year: 1995 ident: 152_CR10 – volume: 3 start-page: 5 year: 2001 ident: 152_CR20 publication-title: Concrete International – volume: 26 start-page: 669 issue: 5 year: 1996 ident: 152_CR23 publication-title: Cement and Concrete Research doi: 10.1016/S0008-8846(96)85002-2 – volume: 35 start-page: 429 year: 1998 ident: 152_CR14 publication-title: Journal of Thermal Analysis doi: 10.1007/BF01904446 – volume: 4 start-page: 399 issue: 3 year: 1974 ident: 152_CR3 publication-title: Cement and Concrete Research doi: 10.1016/0008-8846(74)90105-7 – volume: 36 start-page: 1134 year: 2006 ident: 152_CR17 publication-title: Cement and Concrete Research doi: 10.1016/j.cemconres.2006.03.022 – volume: 20 start-page: 126 year: 2007 ident: 152_CR18 publication-title: Minerals Engineering – ident: 152_CR5 – start-page: 11 volume-title: High performance concrete structure[M] year: 2004 ident: 152_CR21 – volume-title: Handbook of structural concrete[M] year: 1983 ident: 152_CR12 – volume: 43 start-page: 87 year: 1991 ident: 152_CR22 publication-title: Mag Concr Res doi: 10.1680/macr.1991.43.155.87 |
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