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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F09%3APU82808%21RIV10-MSM-26110___
rdf:type
n7:Vysledek skos:Concept
dcterms:description
Important role in the production of building materials has a quality control. Requirements for the control of strength in the manufacture of concrete paving blocks will be increased with the introduction of quality management system according to EN ISO 9001. The article mentions the results of the surveys compressive strength and tensile splitting strength concrete pavement blocks using non-destructive testing, specifically impact hammer of Schmidt-type N and L. It is described the methodology of testing, evaluation of test results and are given the relationship between the rebound number and strength. From the evaluation of processed calibration relationship shows that are practically usable calibration relations for the determination of compression strength of the value of reflection, the correlation coefficient is higher than 0.9. Detection of tensile splitting strength from a rebound number is problematic because the calibration relations are in terms of practical use of a low coefficient of aroun Important role in the production of building materials has a quality control. Requirements for the control of strength in the manufacture of concrete paving blocks will be increased with the introduction of quality management system according to EN ISO 9001. The article mentions the results of the surveys compressive strength and tensile splitting strength concrete pavement blocks using non-destructive testing, specifically impact hammer of Schmidt-type N and L. It is described the methodology of testing, evaluation of test results and are given the relationship between the rebound number and strength. From the evaluation of processed calibration relationship shows that are practically usable calibration relations for the determination of compression strength of the value of reflection, the correlation coefficient is higher than 0.9. Detection of tensile splitting strength from a rebound number is problematic because the calibration relations are in terms of practical use of a low coefficient of aroun
dcterms:title
The use of impact hammers for non-destructive detection of concrete paving blocks strength The use of impact hammers for non-destructive detection of concrete paving blocks strength
skos:prefLabel
The use of impact hammers for non-destructive detection of concrete paving blocks strength The use of impact hammers for non-destructive detection of concrete paving blocks strength
skos:notation
RIV/00216305:26110/09:PU82808!RIV10-MSM-26110___
n3:aktivita
n14:Z
n3:aktivity
Z(MSM0021630511)
n3:dodaniDat
n8:2010
n3:domaciTvurceVysledku
n5:4041828 n5:7222742 n5:7709706 n5:2760576
n3:druhVysledku
n4:D
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n6:predkladatel
n3:idSjednocenehoVysledku
347888
n3:idVysledku
RIV/00216305:26110/09:PU82808
n3:jazykVysledku
n18:eng
n3:klicovaSlova
concrete paving block, non destructive testing, impact hammer, rebound number, compressive strength, tensile splitting strength
n3:klicoveSlovo
n13:compressive%20strength n13:concrete%20paving%20block n13:rebound%20number n13:impact%20hammer n13:non%20destructive%20testing n13:tensile%20splitting%20strength
n3:kontrolniKodProRIV
[3A63D1B2B2E9]
n3:mistoKonaniAkce
Rosario
n3:mistoVydani
Argentina
n3:nazevZdroje
VII CORENDE - VII Congreso Regional de Ensayos No Destructivos y Estructurales
n3:obor
n21:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:rokUplatneniVysledku
n8:2009
n3:tvurceVysledku
Brožovský, Jiří Hela, Rudolf Bodnárová, Lenka Hubertová, Michala
n3:typAkce
n19:WRD
n3:zahajeniAkce
2009-11-11+01:00
n3:zamer
n20:MSM0021630511
s:numberOfPages
7
n11:hasPublisher
AAENDE
n12:isbn
978-987-23957-0-4
n16:organizacniJednotka
26110