FIELD: construction; methods of laying of pipelines in frozen grounds, including swollen ones. SUBSTANCE: the offered method includes covering only surface of pad with hydraulic insulating material, partial back-filling of pipeline is made through its diameter, then, heat-insulating screen (for instance, from geotextile material) is laid horizontally. In so doing, heat-insulating screen is placed into waterproof shell (for instance, from polyethylene film), and back-filling is done up to ground surface. Pad on trench bottom is made of any protective filtering material. EFFECT: higher reliability of pipeline operation in frozen layers of ground. 1 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD LAYING UNDERGROUND PIPE LINE | 1995 |
|
RU2090795C1 |
CULVERT FOR MOTOR ROAD BUILT ON HEAVING BASE | 2006 |
|
RU2317367C1 |
PIPE CULVERT BUILD IN MOTOR ROAD WITH HEAVING BASE | 2004 |
|
RU2272095C2 |
ERECTION METHOD OF PROTECTIVE CUSHION ABOVE DEVELOPED VERTICAL ORE BODIES UNDER PERMAFROST ZONE CONDITIONS | 2012 |
|
RU2503814C1 |
DAM OF HYDRAULIC FILLING | 0 |
|
SU1576639A1 |
BUILDING OR CONSTRUCTION ERECTED ON SWELLED SOILS | 1992 |
|
RU2057848C1 |
METHOD OF PREPARING FOUNDATION OF HYDRAULIC STRUCTURES ON WEAK SOILS | 0 |
|
SU1097744A1 |
HEAT-SHIELDING SET FOR UNDERGROUND PIPELINE | 2008 |
|
RU2346199C1 |
METHOD OF PRODUCING GRAVITY FILTER OF ENCLOSED HORIZONTAL DRAIN | 0 |
|
SU1381242A1 |
METHOD FOR FORMING SOIL AND FILM SCREEN | 0 |
|
SU954545A1 |
Authors
Dates
1997-09-27—Published
1993-03-10—Filed