FIELD: construction.
SUBSTANCE: method of repair includes filling plastic composition into space between boards and basement through pressurised injection, which is identified from the following dependence: where P - pressure of plastic composition injection into space under boards, kPa; 0.098 - proportion ratio; k - size coefficient, kPa·cm2/g; γrc - volume weight of reinforced concrete boards, g/cm3; δo - thickness of reinforced concrete boards, cm; γpc - volume weight of plastic composition, g/cm3; Δ - average value of gap between reinforced concrete plate and base, cm; m - horizontal equivalent. Five versions are proposed for plastic compositions, including portland cement, quartz sand with fraction of less than 0,14 mm; superplasticiser C-3, water and possibly additive selected from the group; microsilica, condensed with specified surface (15-25)·103 cm2/g, mineral powder for asphalt concrete and organic mineral mixtures, chrysotile asbestos and polishing dust - waste of asbestos products making, brine of leach extraction of bischofite-sulfate type with density of 1.24-1.35 t/m3.
EFFECT: improved manufacturability of method for repair of specified lining, higher impermeability to water and frost resistance of concrete mixture.
5 cl, 6 tbl, 1 ex, 2 dwg
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Authors
Dates
2011-03-27—Published
2009-03-18—Filed