PLUGS, CAPS, AND BLIND FLANGES
PLUGS, CAPS, AND BLIND FLANGES
(OP)
We are putting together some demolition plans on a good size industrial site. I wanted to see what comments I would get on the capping of both pressurized and non pressurized utility systems.
With Pressurized ductile iron pipe systems such as water and fire, it seems as if a blind flange with mechanical restraint is always the best option when cutting a capping the pipe. Is a plug and restraining gland ever an option? Is there an advantage of either? If the pipe is cut on the other side of a valve could just a plug be used?
With gravity flow storm and sanitary lines of HDPE, PVC, etc pipe type it would seem like a simple plug would always work fine. Even under surchagred conditions I dont see a plug being pushed out of place.
With pressurized PVC pipe I beleive a blind flange and restraint would always be a good option.
With Pressurized ductile iron pipe systems such as water and fire, it seems as if a blind flange with mechanical restraint is always the best option when cutting a capping the pipe. Is a plug and restraining gland ever an option? Is there an advantage of either? If the pipe is cut on the other side of a valve could just a plug be used?
With gravity flow storm and sanitary lines of HDPE, PVC, etc pipe type it would seem like a simple plug would always work fine. Even under surchagred conditions I dont see a plug being pushed out of place.
With pressurized PVC pipe I beleive a blind flange and restraint would always be a good option.





RE: PLUGS, CAPS, AND BLIND FLANGES
If you go to plug, cap or blank off live/pressurized lines, resulting in differential pressure at the bulkhead, there can be substantial thrust force to deal with.
As with any other Engineering structure, when there are forces there must be suitable resistance to same provided, in the case of pipelines provided integrally with suitable restrained joints in the pipeline, or external buttressing as with concrete thrust blocks.
Critical to such provisions will be knowledge of the actual sizes and pressure of the pipelines involved, as well as exactly what kinds of joints etc are actually present in the existing lines. To get an idea of the size of forces you may potentially be dealing with, see e.g. Table 17-6 of Table 17-6 in the file at http://www.american-usa.com/system/assets/151/orig...
RE: PLUGS, CAPS, AND BLIND FLANGES