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dc.contributor.authorŠakmanas, Aloyzas Algimantas
dc.date.accessioned2023-09-18T19:58:29Z
dc.date.available2023-09-18T19:58:29Z
dc.date.issued1997
dc.identifier.issn1392-1525
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/145382
dc.description.abstractThe article presents the results of experimental investigations into non-uniformity of bulk density distribution, compressive strength, heat conductivity, and completion of binders polycondensation in slabs manufactured from a large-size mineral wool beam (its width В = 1000 mm and thickness H = 500 mm). The non-uniformity of bulk density was investigated as in a beam (for this purpose from different places of a beam there were cut samples with a thickness d = 120 mm), as in slabs (their length L =1000 mm and width // = 500 mm). For such a purpose samples or slabs were cut after scheme (Fig 1) determining bulk density of each paralellepipedgi-j. The non-uniformity of bulk density was evaluated by values КH and Kv, representing a relative departure from beam or slab bulk density gm. These values were calculated after formulae (1) and (2) where g,- is the i-th vertical layer bulk thickness; gj is the j-th horizontal layer bulk thickness, n is number of vertical layers, m is number of horizontal layers. Variation of values Кн and Kv shows that relative departure from slab or beam bulk density does not exceed ± 20% (Fig 2). Comparing our experimental data with standard GOST 9573-82 requirements, one can see that compressive strength values of slabs s can exceed the standard one up to two times without increasing their bulk density (Fig 3). Better results are obtained when the content of binders is greater (within standard requirements). Also, it is possible to see that heat conductivity l because of structural changes of fibres distribution in a slab slightly increases (not more than 5%), when we are comparing this heat conductivity value with a maximally admitted standard one (Fig 4). Employment of this method allows the production of slabs, the optimal thickness of which has the ability to change from 6 to 500 mm. The binders polycondensation in such slabs is fully completed. Such slabs are suitable for insulating flat roofs, but their stiffness must be fastened by glueing them with stiff material.eng
dc.format.extentp. 57-60
dc.format.mediumtekstas / txt
dc.language.isolit
dc.titlePadidinto standumo mineralinės vatos plokščių, pagamintų iš suformuoto stambių gabaritų masyvo, savybės
dc.title.alternativeInvestigations into properties of mineral wool slabs of increased stiffness manufactured of a large-size beam
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dcterms.references2
dc.type.pubtypeS4 - Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldT 006 - Energetika ir termoinžinerija / Energy and thermoengineering
dc.subject.ltmineralinė vata
dc.subject.ltterminė varža
dc.subject.ltatsparumas gniuždymui
dc.subject.enmineral wool
dc.subject.enbinders polycondensation
dc.subject.enheat conductivity
dcterms.sourcetitleStatyba = Civil engineering
dc.description.issueNr. 3(11)
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba40430361


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