Hi all,
I'm documenting my garage build over on this build thread, but I'm after a second opinion on how best to set up shuttering for my concrete pour that's coming next week.
I've built concrete slabs and poured driveways before. They've always stood proud of the ground, so the shuttering went on top, with stakes driven behind the planks / roadform.
This one is a little different, as two sides of the slab go up against the concrete fence, and the concrete raft is mostly below ground.
These pics will help explain (the camera makes things look much shallower!):
As I see it, my options for the sides with the fence are:
Option 1) To build tall "sides" to the shuttering out of ply or similar. These run from the bottom of the raft side at the deepest point, to the top edge. I stake them vertical, probably needing to knock in some sacrificial stakes on the inside that will end up under the concrete. I could backfill behind the ply with earth to keep it secure.
Option 2) Let the trenches and DPM contain the concrete at the bottom, no shuttering. I run a perimeter of planks along the upper edge, to give me a straight level top to level against.
Am I along the right lines, or are there better options?
Thanks in advance!
I'm documenting my garage build over on this build thread, but I'm after a second opinion on how best to set up shuttering for my concrete pour that's coming next week.
I've built concrete slabs and poured driveways before. They've always stood proud of the ground, so the shuttering went on top, with stakes driven behind the planks / roadform.
This one is a little different, as two sides of the slab go up against the concrete fence, and the concrete raft is mostly below ground.
These pics will help explain (the camera makes things look much shallower!):
As I see it, my options for the sides with the fence are:
Option 1) To build tall "sides" to the shuttering out of ply or similar. These run from the bottom of the raft side at the deepest point, to the top edge. I stake them vertical, probably needing to knock in some sacrificial stakes on the inside that will end up under the concrete. I could backfill behind the ply with earth to keep it secure.
Option 2) Let the trenches and DPM contain the concrete at the bottom, no shuttering. I run a perimeter of planks along the upper edge, to give me a straight level top to level against.
Am I along the right lines, or are there better options?
Thanks in advance!