Posted: Thu May 07, 2009 6:15 pm
hi all
got a garage raft to do, 150 mm deep 450mm deep trench footing around outside. its in the shape of a L, its about 12 metres down one side 15 metres down the other. theres oak posts holding up the front wall plate so the 450mm trench wont be needed here just 450mm pads for the bottom of the posts. there is going to be renforcement mesh in the slab, my question is will i need a exspansion joint or can i pour one section one day move the roadforms and pour the next one, also when i do secound pour do i use steel dowls to join them or just but up. i think the pour is about 20 odd metre3, the bays are 5 metres wide. cheers dylan
got a garage raft to do, 150 mm deep 450mm deep trench footing around outside. its in the shape of a L, its about 12 metres down one side 15 metres down the other. theres oak posts holding up the front wall plate so the 450mm trench wont be needed here just 450mm pads for the bottom of the posts. there is going to be renforcement mesh in the slab, my question is will i need a exspansion joint or can i pour one section one day move the roadforms and pour the next one, also when i do secound pour do i use steel dowls to join them or just but up. i think the pour is about 20 odd metre3, the bays are 5 metres wide. cheers dylan