초록 ▼

This invention is directed to a mine roof support set including a plurality of nested containers. Each container in the set has a progressively smaller cross-sectional dimension to allow the containers to be nested one within the other. The plurality of containers can be nested during transportation

This invention is directed to a mine roof support set including a plurality of nested containers. Each container in the set has a progressively smaller cross-sectional dimension to allow the containers to be nested one within the other. The plurality of containers can be nested during transportation of the mine roof support set to a mine site. The containers can be separated at the mine site and filled with a load-bearing material. The containers filled with the load-bearing material are placed with their longitudinal axis between a mine roof and a mine floor.

대표청구항 ▼

1. A mine roof support set comprising a plurality of containers, each said container comprising a closed bottom end, an open top end, and a sidewall that defines a cross-sectional dimension and having a longitudinal axis, each said container being adapted to be placed with the longitudinal axis exte

1. A mine roof support set comprising a plurality of containers, each said container comprising a closed bottom end, an open top end, and a sidewall that defines a cross-sectional dimension and having a longitudinal axis, each said container being adapted to be placed with the longitudinal axis extending between a mine roof and a mine floor oriented such that the top end of each container is distal from the mine floor and the bottom end of each container is distal from the mine roof, wherein each container in the set has a progressively smaller cross-sectional dimension to allow the containers to be nested one within the other such that the closed bottom end of each nested container is enveloped by the open top end of another container. 2. The mine roof support set according to claim 1, wherein a difference between the cross-sectional dimension of a first container and the cross-sectional dimension of a second container is sized to permit the first container to be inserted into and removed from the second container with a frictional fit. 3. The mine roof support system according to claim 1, wherein the container sidewall comprises a substantially smooth surface. 4. The mine roof support system according to claim 1, wherein the container sidewall comprises ribs. 5. The mine roof support system according to claim 4, wherein the container sidewall comprises a helical rib or spaced apart ribs. 6. A mine roof support system comprising: (i) a plurality of containers, each said container comprising a closed bottom end, an open top end, and a sidewall that defines a cross-sectional dimension and having a longitudinal axis, each container being adapted to be placed with the longitudinal axis extending between a mine roof and a mine floor oriented such that the top end of each container is distal from the mine floor and the bottom end of each container is distal from the mine roof, wherein said containers have a progressively smaller cross-sectional dimension; and (ii) load-bearing material to be received within each said container. 7. The mine roof support system according to claim 6, wherein the cross-sectional dimensions of the containers are sized such that the containers are nestable one within another prior to filling the containers with the load-bearing material. 8. The mine roof support system according to claim 6, wherein the container sidewall comprises a substantially smooth surface. 9. The mine roof support system according to claim 6, wherein the container sidewall comprises ribs. 10. The mine roof support system according to claim 9, wherein the container sidewall comprises helical ribs or spaced apart ribs. 11. The mine roof support system according to claim 6, wherein the load-bearing material is particulate and flowable. 12. The mine roof support system according to claim 11, wherein the load-bearing material comprises pea gravel, coal from a mine entry, mine slack, foamed cement, concrete, polyurethane, and/or crushed mine tailings. 13. A method of supporting a mine roof comprising: (i) assembling a plurality of containers, each said container comprising a closed bottom end, an open top end, and a sidewall that defines a cross-sectional dimension and having a longitudinal axis, each container being adapted to be placed with the longitudinal axis extending between a mine roof and a mine floor oriented such that the top end of each container is distal from the mine floor and the bottom end of each container is distal from the mine roof, wherein said containers have a progressively smaller cross-sectional dimension; (ii) filling said containers with a load-bearing material; and (iii) positioning the longitudinal axis of said filled containers between a mine roof and a mine floor oriented such that the top end of each container is distal from the mine floor and the bottom end of each container is distal from the mine roof. 14. The method of supporting a mine roof according to claim 13, wherein the cross-sectional dimensions of the containers are sized such that the containers are nestable one within another prior to filling the containers with the load-bearing material. 15. The method of supporting a mine roof according to claim 13, wherein the container sidewall comprises a substantially smooth surface. 16. The method of supporting a mine roof according to claim 13, wherein the container sidewall comprises ribs. 17. The method of supporting a mine roof according to claim 16, wherein the container sidewall comprises a helical rib or spaced apart ribs. 18. The method of supporting a mine roof according to claim 13, wherein the containers are filled by flowing the load-bearing material into said containers. 19. The method of supporting a mine roof according to claim 18, wherein the load-bearing material is particulate. 20. The method of supporting a mine roof according to claim 19, wherein the load-bearing material comprises pea gravel, coal from a mine entry, mine slack, foamed cement, concrete, polyurethane, and/or crushed mine tailings.