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The influence of filler type on the corrosion stability of the sulfur concrete

dc.creatorVlahović, Milica
dc.creatorBoljanac, Tamara
dc.creatorBranković, Anđelka
dc.creatorVidojković, Velislav M.
dc.creatorMartinović, Sanja
dc.creatorĐorđević, Nataša
dc.date.accessioned2023-04-21T11:02:38Z
dc.date.available2023-04-21T11:02:38Z
dc.date.issued2010
dc.identifier.issn0367-598X
dc.identifier.urihttps://ritnms.itnms.ac.rs/handle/123456789/173
dc.description.abstractU radu je ispitana koroziona otpornost sumpornog betona u uslovima različitih hemijski agresivnih sredina. Polazne komponente za dobijanje sumpornog betona bile su agregat definisanog sastava, modifikovano sumporno vezivo i različiti punioci (talk, glinica, mikrosilika i elektrofilerski pepeo). Ispitivanje materijala na otpornost u agresivnim sredinama i to u 20% H2SO4, 10% HCl i 3% NaCl na sobnoj temperaturi praćeno je promenom mase i čvrstoće sumpornog betona u trajanju do 360 dana. Rezultati su pokazali da uzorci sumpornog betona sa elektrofilterskim pepelom i talkom imaju bolju korozionu otpornost u kiselim sredinama u odnosu na betone sa glinicom i mikrosilikom. Svi uzorci imaju izuzetnu korozionu otpornost u rastvorima NaCl, pri čemu su najbolji uzorci sa talkom kao puniocem. Radi poređenja, praćena je i otpornost klasičnog portland cementnog betona u istim sredinama.sr
dc.description.abstractSulfur concrete was prepared by using the initial components: sand as an aggregate, modified sulfur binder, and talc, alumina, microsilica, and fly ash as fillers. Portland cement concrete was made from the same aggregate and fillers and portland cement. The durability of the prepared concrete samples was tested in the following aggressive solutions: 10% HCl, 20% H2SO4, and 3% NaCl as a function of time. Changes in mass and strength of the sulfur concrete were monitored periodically during the immersion time of 360 days in above solutions. These changes were used as a measure of deterioration level. It should be highlighted that the samples with the ash and especially talc exhibit higher durability in the solutions of HCl and H2SO4 than the samples with alumina and microsilica. In the solutions of NaCl all samples have shown excellent durability while the samples with talc were the best. Portland cement concrete samples lost 20% of mass after two months and showed degradation of mechanical properties. By usage of sulfur for sulfur concrete production, a huge environmental problem regarding storage of waste sulfur from oil refining processes is solved. On the other hand, sulfur concrete with its low price has an excellent quality for the application in aggressive environments unlike the more expensive PCC.en
dc.publisherSavez hemijskih inženjera, Beograd
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceHemijska industrija
dc.subjectsumporni betonsr
dc.subjectpuniocisr
dc.subjectotpornostsr
dc.subjectmehanička čvrstoćasr
dc.subjectsulfur concreteen
dc.subjectmechanical strengthen
dc.subjectfillersen
dc.subjectdurabilityen
dc.titleUticaj vrste punioca na korozionu otpornost sumpornog betonasr
dc.titleThe influence of filler type on the corrosion stability of the sulfur concreteen
dc.typearticle
dc.rights.licenseBY-NC-ND
dc.citation.epage137
dc.citation.issue2
dc.citation.other64(2): 129-137
dc.citation.rankM23
dc.citation.spage129
dc.citation.volume64
dc.identifier.doi10.2298/HEMIND090918001V
dc.identifier.fulltexthttps://ritnms.itnms.ac.rs/bitstream/id/40/170.pdf
dc.identifier.rcubconv_584
dc.identifier.scopus2-s2.0-77952925207
dc.identifier.wos000279560000009
dc.type.versionpublishedVersion


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