Method of strengthening existing structures using strengthening fabric having slitting zones
View Patent ↗Disclosed is a method of strengthening existing structures containing the following steps. An existing structure made of concrete, steel, timber, masonry to be reinforced and a reinforcing sheet are provided, where the reinforcing sheet contains an alternating arrangement of reinforcement zones and slitting zones. The reinforcement zones contain unidirectional strengthening fibers in the warp direction of the reinforcement sheet and the slitting zones have an absence of strengthening fibers. The reinforcement sheet is slit through the slitting zones and the reinforcement zones are adhered to the existing structure.
1. A method of strengthening existing structures comprising:
providing an existing structure made of concrete, steel, timber, masonry to be reinforced;
providing a reinforcing sheet, wherein the reinforcing sheet comprises a warp direction and a weft direction perpendicular to the warp direction, wherein the reinforcing sheet comprises a plurality of weft fibers in the weft direction and an alternating pattern of reinforcement zones and slitting zones across the reinforcing sheet in the weft direction, the reinforcement zones having a reinforcement width in the weft direction of the reinforcing sheet and the slitting zones having a slitting width in the weft direction of the reinforcing sheet, wherein the reinforcement zones comprise unidirectional strengthening fibers in the warp direction of the reinforcement sheet and the slitting zones have an absence of strengthening fibers in the warp direction of the reinforcing sheet, and wherein the reinforcement widths of the reinforcement zones vary across the width of the reinforcement sheet;
slitting the reinforcement sheet in the warp direction in at least one of the slitting zones;
adhering the reinforcing sheet comprising at least one reinforcement zone to the existing structure.
2. The method of claim 1 , wherein the existing structure forms part of a structural member selected from the group consisting of beams, joists, girders, stringers, slabs, decks, floors, columns, piers, piles, walls, diaphragms, collectors, pipes, tanks, silos.
3. The method of claim 1 , wherein the unidirectional strengthening fibers comprise carbon fibers.
4. The method of claim 1 , wherein adhering the first reinforcement zone to the existing structure comprises complying adhesive or mortar to the existing structure or reinforcing sheets and adhering the reinforcing sheets to the existing structure.
5. The method of claim 1 , wherein the weft fibers are binder fibers.
6. The method of claim 1 , wherein the slitting zones are hand tearable.
7. The method of claim 1 , wherein the reinforcing fabric further comprises tracer fibers in the weft direction.
8. The method of claim 1 , wherein the reinforcement sheet comprises extra fibers in the warp direction of the sheet at the interface between the reinforcement zones and the slitting zones.
9. The method of claim 8 , wherein the extra fibers are colored.
10. The method of claim 1 , wherein the reinforcement sheet comprises pairs of binder fibers in the warp direction at the interface between the reinforcement zones and the slitting zones, wherein the pairs of binder fibers are in a leno weave construction.
11. The method of claim 1 , wherein further comprising placing additional reinforcement zones at least partially overlapping the reinforcement zones adhered to the existing structure.
12. The method of claim 1 , wherein the existing structure has a width and wherein the width in the weft direction of the reinforcing zones is approximately equal to the width of the existing structure.
13. The method of claim 1 , further comprising:
adhering an insulation layer to the existing structure at least partially covering the reinforcing zones of the reinforcing sheet forming an insulated strengthened existing structure.
14. The method of claim 13 , wherein the insulated strengthened existing structure passes the ASTM E-119 test.