FIELD: construction industry.
SUBSTANCE: dry mixture includes crushed stone with particle size of 3-10 mm, sand Msize modulus=2.4, cementing material - standard portland cement of the grade not less than 500, superplasticisng agent C-3, ultrahigh early-strength cement on the basis of calcium sulfoaluminate, steel fibre, at the following component ratio, wt %: portland cement - 8.75-13.75%; ultrahigh early-strength cement - 16. 25-11.25%; sand - 44.85%; crushed stone -25.9%; superplasticisng agent C-3 - 0.25%; and fibre - 4.0%.
EFFECT: speeding up material hardening.
4 cl, 2 tbl
Title | Year | Author | Number |
---|---|---|---|
DRY CONSTRUCTION MIXTURE | 2012 |
|
RU2528774C2 |
METHOD OF PRODUCING REPAIR MIXTURE (EMBODIMENTS) AND REPAIR MATERIAL OBTAINED USING SAID METHOD (EMBODIMENTS) | 2020 |
|
RU2737947C1 |
SELF-HARDENING FINE-GRAINED CONCRETE MIXTURE | 2015 |
|
RU2603991C1 |
COMPLEX ADDITIVE FOR PORTLAND CEMENT | 2010 |
|
RU2431623C1 |
METHOD FOR PRODUCTION OF PROTECTIVE COATINGS | 1995 |
|
RU2067533C1 |
COMPLEX ADDITIVE | 2004 |
|
RU2273613C2 |
SELF-COMPACTING CONCRETE MIXTURE AND METHOD FOR ITS PREPARATION | 2021 |
|
RU2775294C1 |
CONCRETE MIX | 2021 |
|
RU2771650C1 |
DRY MIXTURE FOR LEVELING OF VESSELS DECKS | 2018 |
|
RU2689959C1 |
TWO-PHASE MIXTURE BASED ON WHITE CEMENT FOR PRODUCING DECORATIVE COMPOSITE IN CONSTRUCTION 3D PRINTING TECHNOLOGY | 2021 |
|
RU2767805C1 |
Authors
Dates
2009-10-10—Published
2008-05-30—Filed