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Overall hydro and thermal insulation of hydraulic structures
On basis of design proposed by P.D.Glebov in 1934, Kislogubsk tidal power plant, concrete of which passes up to 300 freezing-thawing cycles per year, is protected by insulation comprising reinforced concrete layer, asphalt mat, claydite asphalt concrete and impregnated groove-and-tongue boards; for 10 to 20 cm thick claydite asphalt concrete layer and thermal conductivity coefficient of 0.2 kcal/m hr deg C water in concrete does not freeze.
Overall hydro and thermal insulation of hydraulic structures
On basis of design proposed by P.D.Glebov in 1934, Kislogubsk tidal power plant, concrete of which passes up to 300 freezing-thawing cycles per year, is protected by insulation comprising reinforced concrete layer, asphalt mat, claydite asphalt concrete and impregnated groove-and-tongue boards; for 10 to 20 cm thick claydite asphalt concrete layer and thermal conductivity coefficient of 0.2 kcal/m hr deg C water in concrete does not freeze.
Overall hydro and thermal insulation of hydraulic structures
Kompleksnaya gidroteploizolyatsiya gidrotekhnicheskikh sooruzhenii
Popchenko, S.N. (author) / Nechaev, G.A. (author)
1966
3 pages
Article (Journal)
Russian
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