Particulate material retaining bag for wall construction and erosion control
AssigneesTimrite (Pty) Ltd, Raffia Tufbag (Pty) Ltd
InventorsFrans Petrus Roelof Pienaar, John Richard Thorpe
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AssigneesTimrite (Pty) Ltd, Raffia Tufbag (Pty) Ltd
InventorsFrans Petrus Roelof Pienaar, John Richard Thorpe
Estimating the term…
This invention relates to a composite bag for use in earth bag construction systems such as backfill pack systems in underground mines and a construction system using such bags. The composite bags each comprises a pair of long, narrow inner bags of woven polypropylene located longitudinally within and constrained along their length by an outer bag of woven polypropylene. In use, the composite bags are laid flat on top of one another on a working surface (for instance the footwall in an underground mine). The bags could be glued or otherwise attached to one another in this configuration. Tie elements, such as timber elongates, are threaded through aligned slits spaced apart along the length of the bags. The elongates are set against the hanging wall and a backfill slurry is pumped into the inner bags. As each inflating composite bag expands, the slurry water weeps from the bags which rise up the timber elongates during the pumping process. The size differential between the two inner bags and the outer bag gives rise to the formation of a relatively straight line abutment between the two inner bags to provide a stable wall-like structure such as a mine ventilation wall or a backfill pack, as illustrated.
A composite particulate material retaining bag for wall construction and erosion control, the composite bag comprising a plurality of tubular inner bags located within a tubular outer bag, the inner bags being juxtaposed with one another and arranged longitudinally coaxially relatively to one another and the outer bag, the composite bag including at least one filling inlet by means of which a fluid fill material may be transported into the inner bags to fill the inner bags, the material of the bags being selected to be porous to the fluid within which the particulate material is transported and, after the fluid fill material has been transported into the inner bags in use, to exude the fluid and retain the particulate material, and wherein the sum of each cross-sectional width of the unfilled inner bags is greater than the cross-sectional width of the unfilled outer bag.
A construction system comprising:
Dependencies are inferred from the claim text.