marinaman
Structural
- Mar 28, 2009
- 195
I’ve got a question for you guys:
I’ve got a project where I have a mat foundation. The mat is 12” thick concrete. Off of the mat, there are several very short concrete walls (4’ Tall or shorter). The walls create planters atop the mat foundation.
Inside the planters, the top of slab needs to slope to drains. The mat foundation is fairly large, and as such, we do not want to try and slope the top of the mat slab itself because this would be very difficult to do, given the size of the mat slab, the number of planters, and the difficulty in locating all the planter extents while trying to pour this mat slab. In fact, we’re going to allow the short wall dowels to be epoxy anchored into the mat slab, following the pouring of the mat slab, because laying out the dowels, via a surveyor, post mat slab pour, will be easier for the contractor to do.
All that said, we need to slope the bottom of the planters to drains. The bottom of the planters is also the top of the mat foundation.
The idea is, once the mat foundation is in-place, the dowels are epoxied into place, and the planter walls poured....the planter bottoms can be poured by a thin thickness of flowable fill or gypcrete.
Have any of you guys tried to slope-to-drain via a cementitous over-pour before? Do any of you guys have any recommendations on a product for this purpose that worked well for you?
I’ve got a project where I have a mat foundation. The mat is 12” thick concrete. Off of the mat, there are several very short concrete walls (4’ Tall or shorter). The walls create planters atop the mat foundation.
Inside the planters, the top of slab needs to slope to drains. The mat foundation is fairly large, and as such, we do not want to try and slope the top of the mat slab itself because this would be very difficult to do, given the size of the mat slab, the number of planters, and the difficulty in locating all the planter extents while trying to pour this mat slab. In fact, we’re going to allow the short wall dowels to be epoxy anchored into the mat slab, following the pouring of the mat slab, because laying out the dowels, via a surveyor, post mat slab pour, will be easier for the contractor to do.
All that said, we need to slope the bottom of the planters to drains. The bottom of the planters is also the top of the mat foundation.
The idea is, once the mat foundation is in-place, the dowels are epoxied into place, and the planter walls poured....the planter bottoms can be poured by a thin thickness of flowable fill or gypcrete.
Have any of you guys tried to slope-to-drain via a cementitous over-pour before? Do any of you guys have any recommendations on a product for this purpose that worked well for you?