FIELD: construction.
SUBSTANCE: high-strength concrete produced from a mixture containing Portland cement, sand, crushed stone, water and a complex additive, contains quartz sand with fineness modulus, Mfineness=2.7 as sand, granite crushed stone with particle size of 5-10 mm as crushed stone and a complex additive with density of 1.017 g/cm3 and pH 6.5±0.5, which consists of iron hydroxide sol (III) with density ρ=1.021 g/cm3 and pH 5.0±0.5, and a plasticising agent from a mixture of polycarboxylate polymers: a polycarboxylate polymer on the basis of methacrylic acid with density ρ=0.95 g/cm3 and pH 7.0±0.5, a polycarboxylate polymer on the basis of an allyl ester and an anhydride of maleinic acid with density ρ=1.03 g/cm3 and pH 7.0±0.5, and water at the following component ratio, wt %: polycarboxylate polymer on the basis of methacrylic acid with density ρ=0.95 g/cm3 and pH 7±0.5-10.5-11.5; polycarboxylate polymer on the basis of an allyl ester and an anhydride of maleinic acid with density ρ=1.03 g/cm3 and pH 7±0.5-11.5-11.8; iron hydroxide sol (III) with density ρ=1.021 g/cm3, pH 5.0±0.5-8.0-8.5; water - 69.0-69.2 at the following component ratio of raw mixture, wt %: Portland cement 17.7-18.4; the above sand 41.62-42.0; the above crushed stone 32.8-33.0; the above additive 0.18-0.2; water - 7.0-7.1.
EFFECT: reduction of settlement of concrete at the age of 120 days by 3,16 times.
1 tbl
Title | Year | Author | Number |
---|---|---|---|
HIGH-STRENGTH CONCRETE | 2015 |
|
RU2593404C1 |
HIGH-STRENGTH CONCRETE | 2016 |
|
RU2616202C1 |
HIGH-STRENGTH CONCRETE | 2019 |
|
RU2717021C1 |
HIGH-STRENGTH CONCRETE | 2016 |
|
RU2610488C1 |
HIGH-STRENGTH CONCRETE | 2016 |
|
RU2616964C1 |
HIGH-STRENGTH CONCRETE | 2016 |
|
RU2614177C1 |
HIGH-STRENGTH CONCRETE | 2014 |
|
RU2559254C1 |
HIGH-STRENGTH CONCRETE | 2020 |
|
RU2727990C1 |
HIGH-STRENGTH CONCRETE | 2014 |
|
RU2555993C1 |
HIGH-STRENGTH CONCRETE | 2014 |
|
RU2562625C1 |
Authors
Dates
2015-09-10—Published
2014-05-30—Filed