VTMEFPE
Mechanical
- Apr 1, 2014
- 2
I've just gotten a problem that is straightforward but could use some help in documentation. A 12-inch, schedule 40 pipe sleeve penetrates a 10-inch thick concrete floor in an inaccessible part of a 40-year old plant. The question is what is the threat to the room above if a fire below impinged upon this sleeve, which is capped on both ends by steel plates, roughly 1/2" thick. We assume there is nothing in the sleeve. Does anyone know of a good coefficient of heat transfer for "old" concrete? Has anyone had a reason to set up a heat transfer similar to this? It would seem to me the argument could be made the top of the pipe would be nearly as hot as the bottom within 15-minutes or so, but if anyone has any experince before I try to model it it'd be very welcome. And I am definitely not an expert at heat transmission in and spalling of concrete, but I can tell you the floor/ceiling currently looks healthy with no signs of pitting, etc.