Description |
Products and their basic physical and mechanical performance specifications |
Phase of implementation |
Uncured foamed concrete on the basis of portland cement |
Performance characteristics of industrially manufactured foamed concrete:
- average density - 648 - 676 kg/m3;
- compression strength - 42.7 - 45.8 kg/cm2;
- sorption humidity at the relative air humidity of 40% - 2.68 mass %;
- sorption humidity at the relative air humidity of 80% - 2.79 mass %;
- sorption humidity at the relative air humidity of 90% - 5.83 mass %;
- sorption humidity at the relative air humidity of 97% - 11.30 mass %;
- strength loss after 50 cycles of freezing and thawing - 6.0 %;
- mass loss after 50 cycles of freezing and thawing - 1.2 mass %;
- vapour permeability coefficient - 0.23 mg/(m·h·Pa);
- heat conductivity factor of foamed concrete of average density of 670 kg/m3 under standard conditions - 0.18 W/(m·K). or at rated duty A - 0.21 W/(m·K). or at rated duty B - 0.23 W/(m ·K).
Grade of concrete on the basis of average density of concrete |
Maximum strength quality (grade) of concrete according to the requirements of DSTU B V.2.7-45 National Standard for non-autoclaved concrete |
Compression strength, MPa, of uncured foamed concrete on the basis of portland cement in the age of |
3 days |
7 days |
28 days |
360 days |
D600 |
B 2 (M25) |
3.0 |
3.4 |
3.8 |
4.1 |
D700 |
B 2.5 (M35) |
4.9 |
5.2 |
5.6 |
5.9 |
D800 |
B 3.5 (M50) |
6.6 |
6.9 |
7.7 |
8.1 |
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Manufacture.
Specifications TU U B.2.7-26.6-32843212-001-2004 "Uncured foamed concrete".
Technological Project of Manufacture.
|
Wall panels of uncured foamed concrete |
Products of large panel construction containing fabrication glass-fibre reinforced.
The use of glass-fibre reinforced cement with a 3D decorative pattern on the face surface of a panel makes it possible to manufacture large-size products with high degree of structural homogeneity. In such products, glass-fibre reinforced cement is used as both a reinforcing element and a decorative facing layer.
|
Research &anp; Development.
Technological Project of Manufacture.
Manual on calculation and design issued by KyivZNIIEP.
|
Uncured foamed concrete on the basis of an alkali cinder binder |
Grade of concrete on the basis of average density |
Maximum strength quality (grade) of concrete according to the requirements of DSTU B V.2.7-45 National Standard for non-autoclaved concrete |
Average density of samples, kg/m3 |
Compression strength, MPa, of uncured foamed concrete on the basis of an alkali cinder binder in the age of |
7 days |
28 days |
D500 |
B 1 (M15) |
520 |
2.5 |
4.1 |
550 |
3.3 |
4.1 |
D600 |
B 2 (M25) |
590 |
4.5 |
7.0 |
610 |
3.6 |
4.5 |
D700 |
B 2.5 (M35) |
720 |
5.4 |
6.3 |
|
Research & Development.
Technological Project of Manufacture.
|
Products on the basis of glass-fibre reinforced cement compositions |
Waterproof coating on the basis of glass-fibre reinforced cement, W6.
Decorative cladding panels on the basis of glass-fibre reinforced cement, Rbound = 18…24 MPa.
Elements of melioration systems, waterways, drainage and sewerage on the basis of glass-fibre reinforced cement
Small architectural forms, bas-reliefs, panels, stay-in-place forms on the basis of glass-fibre reinforced cement
|
Research & Development, draft specifications, process schedules
|
Alkali cinder cement and concrete on the basis of furnace granulated slag |
M300…M900 Cements, B15 (M200)…B90 (M1200) dense concrete, light concrete on the basis of porous aggregates (claydite, pearl-stone) and foamed concrete. |
DSTU B V.2.7-24-95,
DSTU B V.2.7-25-95,
Process schedule, Project.
|
Gypsum binder on the basis of phosphogypsum |
Gypsum binder of grades 10…15 MPa
|
Research |
Heat-insulating structural products on the basis of milling waste |
Waterproof construction materials of compression strength brands M5, M10, M15 - for heat-insulating materials and M25, M35, M50 brands - for structural materials.
|
Research |
Technology of preforming of brown coals |
Brown coal cakes having compression strength of 9 MPa.
|
Research |
Description |
Products and their basic physical and mechanical performance specifications |
Phase of implementation |
Technology of immobilisation and compaction of liquid radioactive waste (LRW) |
Compounds containing âêëþ÷aþùèå still bottoms of LRW with salt content of 400…600 g/L have the following characteristics:
- compression strength immediately after the manufacture - not less than 30 MPa;
- compression strength after 28 day storage under water - not less than 35 MPa;
- leachability by isotopes, total by Cs134 and/or Cs137 by - not more than 1·10-4 g/cm2·24 h
- density - 1800 - 2200 kg/m3
|
Research & Development, draft specification, process schedule.
|
Transport container for storage and burial of radioactive waste |
Transport container designed for transportation and safe long-term (at least for 300 years) storage (burial) of solid waste of radioactive waste of group 2 according to Sanitary Rules of Handling of Radioactive Waste - 85 and SPAS - 88.
Three models of the container are made: KTZ-1.3, KTZ-3.0 (15) and KTZ-3.0 (22) having working capacity of 1.3 and 3.0 m3.
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Certificate of safety of the design of a container for radioactive materials UA/004/IP-3-96 issued by the Department of Nuclear Control of the Ministry of Environment of Ukraine.
Specification TU U 13306137.006-2000 "Transport container".
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Transport container for storage and burial of environmentally hazardous and toxic waste |
Transport container designed for transportation and safe long-term (at least for 100 years) storage (burial) of solid waste of hazard classes 1 to 3 according to GOST 12.1.007 National Standard, including unusable pesticides.
Two models of the container are made: KTZO-1.3 and KTZO-3.0 having working capacity of 1.3 and 3.0 m3.
|
Manufacture.
Specification TU U 34.2 - 01033473.001-2003 "Transport container".
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Technology of electroplating slurry reuse |
Pellets made of the products of electroplating slurry reuse obtained as a result of physical and chemical processes of transformation of toxic components of slurry into water-resistant mineral compounds do not release hazardous products in the environment during long-term storage. |
Report of the Public Sanitary Expertise of the Specification and Standard of an Enterprise, Toxic and Hygienic Certificate issued by the Ministry of Health Care of Ukraine, draft specification. |