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I have Llagas Creek code 215 Nickle-silver track. I used the plain slip-on rail joiners. When I assembled the track, I put a penny or dime between the rail ends as a gauge to allow for expansion.
When the track heats up and the rails get longer due to expansion of the metal, the small space dissappears, as was intended.
Unfortunately, when the track then cools down and the rails contract, the one rail joiner with the least resistance to slipping is the only place that opens up. Thus all the places where I have joiners, only one creates a gap and it is now the sum of all those dime/penny thickness gaps I stated with.
To be done right (at least as far as controlling expansion joints) each rail needs to be solidly affixed to some sort of underlayment ONLY at the very center of the length of the rail. Thus expansion and contraction would only be allowed from the center to the end and the whole length of rail could not be pulled toward one end. The expansion joints would have to be designed to handle the absolute maximum and minimum length the rail might reach. Of course, the underlayment may have some expansion/contraction coeffiecient to contend with too.
I am now of the opinion that there should be no expansion joints except in very rare and special cases. The whole track should just float completely such that loops or circles, in total, get bigger or smaller in diameter, which is what happens on my track now anyway. Unfortunately, after mine expands, upon contracting again, something will catch and keep the circle from reducing in diameter and one joint somewhere around the loop will come apart.
When the track heats up and the rails get longer due to expansion of the metal, the small space dissappears, as was intended.
Unfortunately, when the track then cools down and the rails contract, the one rail joiner with the least resistance to slipping is the only place that opens up. Thus all the places where I have joiners, only one creates a gap and it is now the sum of all those dime/penny thickness gaps I stated with.
To be done right (at least as far as controlling expansion joints) each rail needs to be solidly affixed to some sort of underlayment ONLY at the very center of the length of the rail. Thus expansion and contraction would only be allowed from the center to the end and the whole length of rail could not be pulled toward one end. The expansion joints would have to be designed to handle the absolute maximum and minimum length the rail might reach. Of course, the underlayment may have some expansion/contraction coeffiecient to contend with too.
I am now of the opinion that there should be no expansion joints except in very rare and special cases. The whole track should just float completely such that loops or circles, in total, get bigger or smaller in diameter, which is what happens on my track now anyway. Unfortunately, after mine expands, upon contracting again, something will catch and keep the circle from reducing in diameter and one joint somewhere around the loop will come apart.