FIELD: subterranean laying of pipe lines. SUBSTANCE: members of triangular chute which is triangular in section are laid along axis of route; than lengths of pipe lines are laid and secured on them, after which they are pressed by chain of weights moved inside the pipe length at vibratory action on ground of pipe line base. Ground is diluted under pipe line section being pressed due to supply of myxotropic solution from perforated flexible pipe of triangular section pulled in synchronism with weight and located under pipe line. Members of chute have triangular holes through which perforated pipe is passed. Used as myxotropic solution is solution of clay in water or solution of clay and cement in water. Vibratory action is applied directly in the pipe length. EFFECT: enhanced reliability. 4 cl, 4 dwg
Title | Year | Author | Number |
---|---|---|---|
LAYING OF PIPELINES IN BOGS, OOZE AND LOOSE FLOODED GROUNDS | 0 |
|
SU1652726A1 |
METHOD FOR LAYING OF PIPELINE IN MEDIUM HAVING BUOYANT FORCE | 1992 |
|
RU2066806C1 |
METHOD OF LAYING PIPE LINE | 1989 |
|
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PIPELINE WEIGHTER | 1992 |
|
RU2062938C1 |
METHOD OF TRENCHLESS LAYING OF PIPELINES | 0 |
|
SU1276769A1 |
SCREEN FOR PROTECTION OF WATER MEDIUM FROM CONTAMINATION WITH GROUND IN UNDERWATER GROUND EXCAVATION JOBS | 1992 |
|
RU2029015C1 |
ANTIEROSION SYSTEM FOR PIPE LINE ON SLOPE | 1993 |
|
RU2062936C1 |
NON-POLARIZABLE COMPARISON ELECTRODE | 1990 |
|
SU1715054A1 |
WEIGHTING COMPOUND OF PIPELINE | 0 |
|
SU1687992A1 |
PIPE WEIGHTING COMPOUND | 0 |
|
SU1772507A1 |
Authors
Dates
1995-01-27—Published
1991-11-27—Filed