FIELD: building, particularly forming coating on sport ground and similar structures.
SUBSTANCE: method involves securing vertical rods in load-bearing layer, arranging zigzag heating wires connected with power source on load-bearing layer; connecting heating wires to vertical rods and applying coating material on load-bearing layer. Coating material is concrete of the following composition (% by weight): low-molecular oligodiene - 8-11; sulfur - 3-6.5; thiuram - 0.3-0.7; zinc oxide - 1.5 - 5.0; calcium oxide - 0.3-0.6; ash from heat power plant - 7-10; remainder - quartz sand. Uninsulated heating wire is used as coating layer reinforcement. Rod height corresponds to coating layer thickness. Electric power is supplied from power source for 55-56 min to obtain coating layer temperature of 85-95°C and then for 180-200 min to maintain 115-125° temperature thereof. Rate of temperature change may not exceed 1°C per minute.
EFFECT: reduced power inputs along with increased coating strength.
2 tbl, 2 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF APPLYING PROTECTIVE COATING TO PIPELINE | 2008 |
|
RU2380607C1 |
ROAD STRUCTURE | 2005 |
|
RU2340720C2 |
FOAM DECORATION MANUFACTURING METHOD | 2004 |
|
RU2276659C2 |
POLYMER CONCRETE MIXTURE | 2004 |
|
RU2261232C1 |
BITUMINOUS CONCRETE COMPOSITION | 2004 |
|
RU2262492C1 |
METHOD FOR ERECTION OF PREFABRICATED ROOF OF ATTIC TYPE | 2007 |
|
RU2368747C2 |
METHOD OF COLD RECOVERY FOR PAVEMENT CLOTHING LAYER | 2006 |
|
RU2331728C1 |
POLYMER-CONCRETE MIXTURE | 2009 |
|
RU2402501C1 |
POLYMER-CONCRETE MIXTURE | 2009 |
|
RU2394786C1 |
DRILLING MUD DISPOSAL METHOD | 2006 |
|
RU2323293C1 |
Authors
Dates
2005-04-27—Published
2003-07-17—Filed