Restoring seawater canal divider walls
An approach to restoring and protecting a canal divider wall includes positioning a precast panel over the wall in the channel with an inner cavity of the precast panel; installing a titanium bolt through the precast panel and the wall in the channel; and pumping a polymer grout through a bore defined in the cap.
1 . A system for restoring and protecting a canal divider wall, the system comprising:
titanium bolts;
polymer grout; and
a plurality of precast panels, wherein each of the precast panels comprises:
a cap defining at least one bore extending through the cap;
two side walls attached to and extending from the cap to define an inner cavity sized to receive a segment of the canal divider wall, each of the two side walls defining at least one bore extending through the side walls; and
two flanges, each flange attached to one of the side walls and extending outward from the side wall away from the inner cavity;
wherein the inner cavity has an open edge opposite the cap and open ends.
2 . The system of claim 1 , the precast panels include glass fiber reinforced polymer rebars disposed in a polymer concrete matrix.
3 . The system of claim 2 , further comprising an elastomer coating the body of each of the precast panels.
4 . The system of claim 1 , wherein the two side walls extend away from the cap at an angle such that the open edge of the inner cavity is wider than an inner surface of the cap.
5 . A system for restoring and protecting a canal divider wall, the system comprising:
titanium bolts;
polymer grout; and
a plurality of precast panels, wherein each of the precast panels comprises:
a cap;
two side walls attached to and extending from the cap to define an inner cavity sized to receive a segment of an existing segment of the canal divider wall; and
two flanges, each flange attached to one of the side walls and extending outward from the side wall away from the inner cavity;
wherein the inner cavity has an open edge opposite the cap and open ends.
6 . The system of claim 5 , wherein the precast panels include glass fiber reinforced polymer rebars disposed in a polymer concrete matrix.
7 . The system of claim 6 , further comprising an elastomer coating the body of each of the precast panels.
8 . The system of claim 7 , wherein the two side walls extend away from the cap at an angle such that the open edge of the inner cavity is wider than an inner surface of the cap.
9 . The system of claim 8 , wherein the cap defines at least one bore extending through the cap.
10 . The system of claim 9 , wherein each of the two side walls defines at least one bore extending through the side walls.
11 . A method for repairing a wall in a channel, the method comprising:
positioning a precast panel over the wall in the channel with an inner cavity of the precast panel, the inner cavity defined by a cap and two side walls attached to and extending from the cap;
installing a titanium bolt through the two side walls of the precast panel and the wall in the channel with the titanium bolt positioned in aligned bores defined by the two side walls; and
pumping a polymer grout through a bore defined in the cap, wherein the precast panel comprises two flanges, each flange attached to one of the sidewalls and extending outward from the side wall away from the inner cavity, wherein positioning the precast panel over the wall comprises positioning the precast panel over the wall with the two flanges resting on a bottom of the channel.
12 . The method of claim 11 , wherein positioning the plurality of precast panels over the wall in the channel is performed while water is present in the channel.
13 . The method of claim 11 , wherein the precast panel is one of a plurality of precast panels and each of the plurality of precast panels is positioned abutting at least one adjacent precast panel.
14 . A method for repairing a wall in a channel, the method comprising:
positioning a precast panel over the wall in the channel with an inner cavity of the precast panel, the inner cavity defined by a cap and two side walls attached to and extending from the cap, wherein the precast panel comprises two flanges, each flange attached to one of the side walls and extending outward from the side wall away from the inner cavity;
installing a titanium bolt through the precast panel and the wall in the channel with the titanium bolt positioned in aligned bores defined by the two side walls; and
pumping a polymer grout through a bore defined in the cap.