Ground stabilization grid
A ground stabilization grid which includes a series of polygonal shaped cells having “x” sides. The cells are formed by polymer walls having a wall height of between about 1″ and about 6″. Each cell shares a common wall section with at least two adjacent cells; and a majority of cells within the grid includes at least two reinforcing ribs extending across the cell to engage opposing walls of the cell. The reinforcing ribs are characterized by (i) engaging the cell walls between about 25% and about 75% of the wall height, and (ii) extending between different opposing walls of the cell.
1. A ground stabilization grid comprising:
(a) a plurality of polygonal shaped cells having “x” sides, the cells formed by polymer walls having a wall height of between about 1″ and about 5″;
(b) each cell sharing a common wall section with at least two adjacent cells;
(c) a majority of cells within the grid including at least two reinforcing ribs extending across the cell to engage opposing walls of the cell, the reinforcing ribs (i) engaging the cell walls between about 25% and about 75% of the wall height, and (ii) extending between different opposing walls of the cell.
2. The ground stabilization grid of claim 1 , wherein the at least two reinforcing ribs are positioned substantially perpendicular to one another.
3. The ground stabilization grid of claim 1 , wherein a majority of cells in the grid have open tops and bottoms.
4. The ground stabilization grid of claim 3 , wherein a minority of cells in the grid have an enclosed top.
5. The ground stabilization grid of claim 4 , wherein the cells with enclosed tops have at least twice the mass of reinforcing ribs as cells having open tops.
6. The ground stabilization grid of claim 1 , wherein a first side of the grid includes a plurality of perimeter cells with outwardly extending locking arms and a second side of the grid opposing the first side includes a plurality of locking channels configured to receive the locking arms.
7. The ground stabilization grid of claim 6 , wherein the cells with locking arms and the cells with locking channels are positioned in a staggered configuration.
8. The ground stabilization grid of claim 1 , wherein the reinforcing ribs each have a cross-sectional area of between about 3 mm 2 and about 30 mm 2 .
9. A method of producing a ground stabilized pad comprising the steps of:
(a) positioning on a surface utilized for vehicle traffic a stabilization grid comprising:
(i) a plurality of closed cells formed by polymer walls having a wall height, each cell sharing a common wall section with at least two adjacent cells;
(ii) substantially each cell including at least one reinforcing rib extending across the cell to engage opposing walls of the cell, the reinforcing ribs engaging the cell walls between about 25% and about 75% of the wall height;
(b) filling the cells with a Portland cement based concrete; and
(c) allowing the concrete to completely cure while leaving the grid in place.
10. The method of claim 9 , wherein the concrete has a strength of at least 2500 psi.
11. The method of claim 9 , wherein (i) a first side of the grid includes a plurality of perimeter cells with outwardly extending locking arms and a second side of the grid opposing the first side includes a plurality of locking channels configured to receive the locking arms; and (ii) a plurality of grids are inter-locked together prior to placing concrete in the cells.
12. The method of claim 9 , wherein sufficient concrete is placed over the grid to provide at least 1″ of concrete cover over the top of the cells.
13. The method of claim 9 , wherein the reinforcing ribs each have a cross-sectional area of between about 3 mm 2 and about 30 mm 2 .
14. The method of claim 9 , wherein a corner to corner distance across the cells is between about 3″ and about 12″.
15. The method of claim 9 , wherein the reinforcing ribs engage the cell walls between about 40% and about 60% of the wall height.