atomicman
Structural
- Mar 12, 2001
- 14
I have an existing crane rail on timber ties supported by a timber substructure. The concrete deck around the rail has deteriorated and is being replaced. I am planning on forming the concrete to about 2" away from the rail to avoid any flexing of the rail cracking the new deck. This will leave a gap between the rail and the edge of concrete. I was thinking of filling that void with ACP or other semi-flexible material. Does anyone have any other ideas for filling the void between the concrete and the rail?
