Facing Point Locks
Posted: Wed Feb 09, 2022 10:07 pm
Hi all,
As I am a gluten for punishment, I've decided to try and fit point rodding to my layout, even through I've already laid down ballast.....(apparently the experience of painting the rails after laying down the ballast didn't teach me anything)
I think I've got a fairly practical plan in terms of what I want to do, but I have a question regarding facing point locks.
I understand they are used when a passenger train will be over the point in the 'facing' direction.
The problem is I'm modelling a terminus, which means pretty much every point would fit the above, doubling the amount of rodding I need to squeeze into an already crowded space!
My question to the group is basically am I correct in my reasoning and every point in the below diagram requires a lock?
Jim
As I am a gluten for punishment, I've decided to try and fit point rodding to my layout, even through I've already laid down ballast.....(apparently the experience of painting the rails after laying down the ballast didn't teach me anything)
I think I've got a fairly practical plan in terms of what I want to do, but I have a question regarding facing point locks.
I understand they are used when a passenger train will be over the point in the 'facing' direction.
The problem is I'm modelling a terminus, which means pretty much every point would fit the above, doubling the amount of rodding I need to squeeze into an already crowded space!
My question to the group is basically am I correct in my reasoning and every point in the below diagram requires a lock?
Jim