초록 ▼

The current invention includes a system and method for removing and replacing rigid slabs in pavement sections of highways, bridge decks, airport runways, and various other similar structures. The method may utilize a lifting frame which acts to remove damaged slabs in a single operation also is use

The current invention includes a system and method for removing and replacing rigid slabs in pavement sections of highways, bridge decks, airport runways, and various other similar structures. The method may utilize a lifting frame which acts to remove damaged slabs in a single operation also is used to reinstall a replacement slab or panel while acting as external reinforcement and also serving to align and secure the replacement panel in the void left by the removed section while under bedding material is installed and cured under the new panel.

대표청구항 ▼

1. A method for use in moving a concrete slab, the method comprising:installing a plurality of anchors through an upper surface into an interior of a concrete slab;installing a frame adjacent the upper surface of the concrete slab, wherein the frame includes one or more extensions adapted to extend

1. A method for use in moving a concrete slab, the method comprising:installing a plurality of anchors through an upper surface into an interior of a concrete slab;installing a frame adjacent the upper surface of the concrete slab, wherein the frame includes one or more extensions adapted to extend outside of a perimeter of the concrete slab;attaching the frame to the anchors via a plurality of attachment devices; andmoving the frame and the concrete slab substantially simultaneously as a unit. 2. The method of claim 1, wherein the concrete slab is a replacement slab, and wherein moving the frame and replacement concrete slab includes moving the frame and replacement concrete slab into a space adjacent an existing concrete slab, the method further comprising, aligning and supporting the replacement concrete slab by placing one or more extensions of the frame on the existing concrete slab. 3. The method of claim 2, wherein the concrete slab is a replacement slab, and wherein the frame includes upper and lower beam members, the method further comprising placing a support beam block on the existing adjacent slab and aligning the replacement slab by placing a portion of one or more of the upper beam members on the support beam block. 4. The method of claim 2, further comprising:inserting underbedding material underneath the replacement slab while the frame is resting on the existing adjacent slab. 5. The method of claim 4, further comprising:placing weights on at least one of the frame and replacement slab; andinserting underbedding material underneath the replacement slab while the weights are in place. 6. The method of claim 2, further comprising:securing the extension of the frame to the adjacent slab via a fastener. 7. The method of claim 6, further comprising:inserting underbedding material underneath the replacement slab while the frame is secured to the existing adjacent slab. 8. The method of claim 4, further comprising:removing the frame from the replacement slab after the underbedding material has at least partially cured. 9. The method of claim 1, wherein the concrete slab is a broken concrete slab including a plurality of broken concrete pieces, wherein the frame has adjustable frame members, the method further comprising:installing at least one concrete anchor in each of the broken pieces. 10. The method of claim 9, further comprising cutting a bevel cut at least partially around a perimeter of the broken concrete slab to inhibit binding of the slab to adjacent slabs during removal. 11. The method of claim 10, wherein each of the attachment devices includes a connector selected from the group consisting of a coil rod and threaded connector. 12. The method of claim 11, wherein the frame members include a plurality of slots, and a pin connector is inserted through each slots to secure the frame members to each other. 13. The method of claim 12, wherein the frame members include spacers positioned adjacent the pin connectors within the slots. 14. The method of claim 13, wherein the frame members include longitudinal frame members and transverse frame members that intersect at intersections, the slots and spacers of the intersecting frame members at each intersection forming barrels through which the pin connectors are inserted. 15. The method of claim 14, wherein the frame members are formed by two C-shaped structures separated by one or more of the spacers. 16. The method of claim 9, wherein the broken concrete slab is moved from a position next to an adjacent slab, thereby forming a void, the method further comprising:detaching the frame from the broken concrete slab;positioning the frame adjacent a replacement slab having anchors installed therein; andsecuring the frame to the anchors of the replacement slab. 17. The method of claim 16, wherein the replacement concrete slab does not include an internal reinforcing structure. 18. The method of claim 16, method further comprising moving the replacement slab into the vo id next to the adjacent slab. 19. The method of claim 18, further comprising aligning and supporting the replacement slab by placing an extension on an adjacent slab. 20. The method of claim 19, further comprising placing a weight on at least one of the frame and the replacement slab. 21. The method of claim 19, further comprising securing the extension to the adjacent slab. 22. The method of claim 21, wherein the extension is secured to the adjacent slab via an anchor installed in the adjacent slab. 23. The method of claim 22, further comprising placing underbedding material under the replacement slab. 24. The method of claim 23, wherein the underbedding material is selected from the group consisting of foam and grout. 25. The method of claim 24, further comprising removing the frame from the replacement slab, after the underbedding material has at least partially cured. 26. The method of claim 19, wherein the frame includes upper and lower beam members, the method further comprising placing a support beam block on an adjacent slab and aligning the replacement slab by placing the upper beam members on the support beam block. 27. The method of claim 18, further comprising attaching the adjacent slab to the replacement slab via at least one joint. 28. The method of claim 27, wherein the joint includes a dowel with one end installed into the existing concrete slab. 29. The method of claim 28, wherein the joint further includes a reduction cavity block-out into which the dowel is secured using a joint filler material. 30. The method of claim 29, wherein the reduction cavity block-out includes an upper portion with upwardly and outwardly sloping walls, to inhibit trapping of bubbles in the joint filler material. 31. The method of claim 29, wherein the reduction cavity block-out includes sides that are skewed inward to inhibit longitudinal separation of the replacement slab from the existing concrete slab once the joint filler material is cured. 32. The method of claim 2, wherein the replacement concrete slab has no internal reinforcing structure. 33. The method of claim 2, further comprising, securing the one or more extensions to the existing slab. 34. The method of claim 33, further comprising, placing underbedding material under the replacement concrete slab. 35. The method of claim 34, wherein the underbedding material is at least partially cured while the one or more extensions are attached to the existing slab.