FIELD: welded permanent joints of pipe lines. SUBSTANCE: ends of sections of pipe line are cut by tops of corrugations over length of one turn, rolled out diameter equal to half sum of outer and inner diameters of corrugated pipe line and is placed between centering bush mounted inside and rings fitted on the outside and made in form of coil cylindrical spring. Rolled-out ends of sections which project from under rings by amount equal to 4-6 thicknesses of corrugated pipe lines are welded around by continuous seam. EFFECT: enhanced reliability of welded seam. 1 dwg
Title | Year | Author | Number |
---|---|---|---|
FLEXIBLE METAL PIPE LINE | 1996 |
|
RU2140597C1 |
METHOD OF INTERCONNECTING LAMINAR THIN-WALL CORRUGATED SHELL AND CONNECTING THEM WITH REINFORCEMENTS | 2011 |
|
RU2484932C1 |
HIGH-PRESSURE HOSE | 1994 |
|
RU2094686C1 |
METHOD FOR TIGHT CONNECTION OF THIN-WALLED CORRUGATED SHELLS | 2011 |
|
RU2462644C1 |
METAL-REINFORCED HOSE | 1996 |
|
RU2140596C1 |
METALLIC HOSE | 1997 |
|
RU2140036C1 |
METHOD OF SEALED JOINING OF THIN-WALL CORRUGATED PIPELINES | 0 |
|
SU1613777A1 |
DEVICE FOR SUPPRESSION OF PRESSURE FLUCTUATIONS IN LIQUID | 1992 |
|
RU2049953C1 |
METHOD OF CONNECTION OF THIN-WALLED PIPE LINES WITH HERRINGBONE CORRUGATIONS | 1991 |
|
RU2049950C1 |
SWIVEL | 1996 |
|
RU2116430C1 |
Authors
Dates
1999-10-20—Published
1996-07-18—Filed