ramracer
Civil/Environmental
- Aug 18, 2011
- 1
Has anyone had problems joining HDPE flanges to steel flanges? I think I am having expansion and contraction issues on the HDPE. We have to keep about 20 ft of HDPE un backfilled for inspection and a concrete pipe anchor. We are mating to a steel flange that sits a few feet from a 45 degree elbow and has 25 ft to 30 ft before concret encasement. We develop laeks through out theday with temperature change and pressure change. It also causes leaks by torqueing difernt flanges( HDPE to steel, steel to steel). The Hdpe is in a 300 ft radius and is still in the radius where connection is made. Does anyone have expeirence with joining HDPE to a fixed unit (steel)? we have followed torque patterns and exceeded torque to try to fix this. I am I shooting at a moving target and missing something?