Section Joint Question

[nephthyr]

Hi All,

Started laying track on my mid size sectional HO layout last night then hit a snag. Section joints. The way I see it I have two options:

Option1: Lay track such that there's a single joint over the section. My problem with this is that vertical deflections between the two sections no matter how small will be a potential for derailments.

Option2: Use a short straight piece of track about 4" long over the section joint. My problem with this is that there are now two joins in the track and joins are always a potential for derailment.

While my track laying is not flawless I dont think its completely crap.

Just want to hear what everyone else thinks. What is the better solution?

Thanks in advance!

 

[UP2CSX]

Are you planning on regularly taking the layout apart ot was the layout just built in sections? If it's static, the roadbed will give plent of support across the joint so I wouldn't worry about the track joints. If you want to lay track so the layout can be taken apart, option 2 is a better choice. You'll have more strength across the joint and it will be easier to align than two pieces of track directly at the joint. If it's laid carefully, the additional joints shouldn't be a problem, especially on straight track.

 

[Rico]

In addition to Jim's comments, make sure the joint is well squared and bolted together firmly, not just a couple of drywall screws or such. If they are on sturdy legs there should be minimal problems. (emphasis on should)

 

[nephthyr]

Thanks for the replies.

The layout was built in sections purely because I want to be able to take it with me should I need to relocate some day, other than that it won't normally be taken apart and should be setup permanently.

I think I'll go with option 1 for now and see how that works out. I'll make every effort to ensure the two sections align vertically and then sand the roadbed and joint. This might require a little extra effort but I think it will be time well spent.