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Study on the slip resistance of embo-spray coating of urethane-based floor material

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dc.contributor.authorYoon, Cha Woong-
dc.contributor.authorSeo, Jong Won-
dc.contributor.authorLee, Seung Soo-
dc.contributor.authorPark, Ji Soo-
dc.contributor.authorKim, Kwang Yeom-
dc.date.accessioned2021-07-30T05:26:01Z-
dc.date.available2021-07-30T05:26:01Z-
dc.date.issued2017-01-
dc.identifier.issn1226-7988-
dc.identifier.issn1976-3808-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/4827-
dc.description.abstractUrethane liquid-applied membrane has been widely used in roof, basement floor, sports arena, etc. for its outstanding elasticity and water-tightness since 1970's. The embo-tech membrane construction method using the embo-spray coating system for urethane liquid was later developed to prevent slipping, improve durability, and enhance the aesthetic quality of urethane-based floor materials. This paper studied the slip resistance performance of the embo-tech liquid-applied membrane construction method according to the viscosity of the urethane liquid and the diameter of the spray nozzle. The roughness of the embo-membrane samples has been analyzed in the slice image and 3D modeling using X-ray CT. A guideline for selecting the proper viscosity of the urethane liquid and the nozzle diameter to form the optimum embo-pattern has also been presented through roughness analysis. Ultimately, the results of X-ray CT have been verified in the field test using the shoes and tires. This paper suggests optimal construction method using the embo-tech liquid applied membrane construction method and can be used for quantitative evaluations on slip resistance performances of various embo-patterns.-
dc.format.extent9-
dc.language영어-
dc.language.isoENG-
dc.publisher대한토목학회-
dc.titleStudy on the slip resistance of embo-spray coating of urethane-based floor material-
dc.typeArticle-
dc.publisher.location대한민국-
dc.identifier.doi10.1007/s12205-016-0897-3-
dc.identifier.scopusid2-s2.0-84968656003-
dc.identifier.wosid000391392500008-
dc.identifier.bibliographicCitationKSCE Journal of Civil Engineering, v.21, no.1, pp 76 - 84-
dc.citation.titleKSCE Journal of Civil Engineering-
dc.citation.volume21-
dc.citation.number1-
dc.citation.startPage76-
dc.citation.endPage84-
dc.type.docTypeArticle-
dc.identifier.kciidART002183072-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.description.journalRegisteredClasskci-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.subject.keywordPlusRAY COMPUTED-TOMOGRAPHY-
dc.subject.keywordPlusBUILDING STONES-
dc.subject.keywordPlusDEFORMATION-
dc.subject.keywordPlusPOROSITY-
dc.subject.keywordAuthorurethane-waterproofing-
dc.subject.keywordAuthorEmbo-tech-
dc.subject.keywordAuthorX-ray Computed Tomography (CT)-
dc.subject.keywordAuthorNon-slip-
dc.subject.keywordAuthorBritish Pendulum Tester (BPT)-
dc.identifier.urlhttps://link.springer.com/article/10.1007%2Fs12205-016-0897-3-
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