FIELD: machine building.
SUBSTANCE: according to procedure of laying underground pipeline in zones of higher seismicity pipe line is enveloped with flexible element of round cross section at constant pitch of coil. A steel wire cable or cable out of synthetic fibres is used as the flexible element.
EFFECT: increased reliability of pipeline operation in zones of higher seismicity due to reduced value of lengthwise forces applied to pipeline at seismic effect on ground in zone of pipeline laying.
3 cl, 2 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF LAYING UNDERGROUND PIPELINE IN SEISMIC ZONES | 2004 |
|
RU2250409C1 |
METHOD OF PROTECTING UNDERGROUND PIPELINES IN SEISMICALLY-ACTIVE ZONES | 2004 |
|
RU2251043C1 |
METHOD TO INSTALL UNDERGROUND PIPELINE IN ZONES WITH HIGHER SEISMICITY | 2010 |
|
RU2453755C1 |
METHOD OF LAYING PIPELINE IN SAGGING SOIL IN HIGH SEISMICITY AREA | 0 |
|
SU1492149A1 |
METHOD OF LAYING UNDERGROUND PIPELINES | 0 |
|
SU1791654A1 |
METHOD TO PROTECT UNITS OF UNDERGROUND PIPELINES IN AREAS WITH HIGHER SEISMICITY IN PERMAFROST SOILS | 2011 |
|
RU2465509C1 |
METHOD OF ERECTION OF PIPE LINE IN PERMAFROST SOILS (VERSIONS) | 2004 |
|
RU2244192C1 |
METHOD OF ERECTION OF MAIN PIPE LINE ON SLOPE OF MOUNTAINOUS TERRAIN | 2000 |
|
RU2194903C2 |
METHOD TO INSTALL UNDERGROUND PIPELINE WHEN CROSSING ACTIVE SEISMOTECTONIC AREA | 2012 |
|
RU2509249C2 |
METHOD OF PIPE LAYING IN ROCK AND HALF-ROCK AT LONGITUDINAL SLOPES | 2012 |
|
RU2516984C1 |
Authors
Dates
2011-03-10—Published
2009-03-11—Filed