Assessment of Impact of Various Types of Edges on Strength of Joints of Gypsum Building Slabs

Number of journal: 7-2015
Autors:

Pustovgar A.P.
Skvortsov T.N.
Nefedov S.V.
Ivanova I.S.

DOI: https://doi.org/10.31659/0585-430X-2015-727-7-64-67
УДК: 666.914.4

 

AbstractAbout AuthorsReferences
The impact of edges of «semicircular and thinned from the face side» (PLUK), «modified and thinned from the face side» (UK Pro), and «thinned from the face side» types on the strength of joints of gypsum building slabs at different variants of joints execution – with the use of two types of putty as well as without use and with the use of reinforcing tape in the course of filling – are considered. Methods and criterion of the assessment of joints strength of gypsum building slabs have been developed and substantiated. It is proposed to consider the «deflection at the time of formation of the first crack» parameter, the value of which should be not less than 1 mm for 350 mm of the slab as a main criterion of resistance of the filled butt joint of gypsum building slabs to crack formation. It is established that the use of gypsum building slabs with the PLUK edge makes it possible to obtain the joint with the highest strength, and the use of the reinforcing tape gives an increased reserve of strength to the butt joint.
A.P. PUSTOVGAR1, Candidate of Sciences (Engineering)
T.N. SKVORTSOV2, Master
S.V. NEFEDOV1, Engineer
I.S. IVANOVA1, Master (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Moscow State University of Civil Engineering (26, Yaroslavskoye shosse, 129337, Moscow, Russian Federation)
2 OOO «KNAUF GYPSUM» (139, Tsentralnaya Street, 143400, Krasnogorsk, Moscow Oblast, Russian Federation)

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For citation: Pustovgar A.P., Skvortsov T.N., Nefedov S.V., Ivanova I.S. Assessment of Impact of Various Types of Edges on Strength of Joints of Gypsum Building Slabs. Stroitel’nye Materialy [Construction Materials]. 2015. No. 7, pp. 64-67. DOI: https://doi.org/10.31659/0585-430X-2015-727-7-64-67


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