| CPC E04C 5/073 (2013.01) [E04C 5/16 (2013.01)] | 3 Claims |
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1. An operation and maintenance method based on a CFRP (Carbon Fiber Reinforced Polymer) concrete composite component with partitioned cathodic protection, wherein the CFRP concrete composite component with partitioned cathodic protection is arranged in a coastal environment, and the CFRP concrete composite component with partitioned cathodic protection comprises: a plurality of longitudinal reinforcements, wherein a first area, a second area and a third area corresponding to underwater, splash and atmosphere in the coastal environment are arranged along an extending direction of each of the plurality of longitudinal reinforcements, respectively; a first spiral rib, which is wound around the plurality of longitudinal reinforcements through a first insulator in the first area; a second spiral rib, which is wound around the plurality of longitudinal reinforcements through a second insulator in the second area; a third spiral rib, which is wound around the plurality of longitudinal reinforcements through a third insulator in the third area; concrete, wherein the first spiral rib, the second spiral rib, the third spiral rib and the plurality of longitudinal reinforcements are embedded in the concrete; a power supply, wherein the first spiral rib, the second spiral rib and the third spiral rib are connected with a positive electrode of the power supply, and the plurality of longitudinal reinforcements are connected with a negative electrode of the power supply; wherein the first spiral rib, the second spiral rib and the third spiral rib as anodes are arranged in different ways, and the power supply applies different currents to correspondingly protect the plurality of longitudinal reinforcements as cathodes under different corrosion rates in the coastal environment;
wherein the first spiral rib and the second spiral rib are connected by a first connector, and the second spiral rib and the third spiral rib are connected by a second connector;
wherein a first pitch of the first spiral rib is greater than a second pitch of the second spiral rib, a second pitch of the second spiral rib is less than a third pitch of the third spiral rib, and the first pitch is greater than the third pitch;
wherein the plurality of longitudinal reinforcements are electrically connected, the positive electrode of the power supply, the first spiral rib, the plurality of longitudinal reinforcements and the negative electrode of the power supply form a first loop, the positive electrode of the power supply, the second spiral rib, the plurality of longitudinal reinforcements and the negative electrode of the power supply form a second loop, and the positive electrode of the power supply, the third spiral rib, the plurality of longitudinal reinforcements and the negative electrode of the power supply form a third loop;
wherein the CFRP concrete composite component with partitioned cathodic protection further comprises:
a solar panel, wherein the solar panel is connected to the power supply and is configured for storing electricity and supplying power to the power supply; and/or
a potentiometer, wherein the negative electrode of the power supply is connected with the plurality of longitudinal reinforcements through a cathode lead-out line, one end of the potentiometer is connected with the cathode lead-out line, and a first electrode, a second electrode and a third electrode are correspondingly buried in the concrete of the first area, the second area and the third area, and an other end of the potentiometer is connected with the first electrode, the second electrode and the third electrode;
wherein the first insulator comprises:
a PVC (Polyvinyl Chloride) silicone fiberglass sleeving, wherein the PVC silicone fiberglass sleeving sleeves on each of the plurality of longitudinal reinforcements in the first area;
an insulating rubber layer, wherein one side of the insulating rubber layer is connected with the first spiral rib, and an other side of the insulating rubber layer is connected with the PVC silicone fiberglass sleeving;
wherein the plurality of longitudinal reinforcements and the concrete form a circular cross-section, the plurality of longitudinal reinforcements are distributed in an edge of the concrete in a circular array, and the first spiral rib, the second spiral rib and the third spiral rib are spirally wound around an outside of the plurality of longitudinal reinforcements;
wherein the operation and maintenance method comprises:
acquiring a first initial current density, a second initial current density and a third initial current density of the CFRP concrete composite component with partitioned cathodic protection, which meet preset requirements in the first area, the second area and the third area, respectively;
adjusting the first initial current density, the second initial current density and the third initial current density, respectively, to obtain a first intermediate current density applied by the power supply to the first spiral rib, a second intermediate current density applied to the second spiral rib and a third intermediate current density applied to the third spiral rib in case of meeting the preset requirements;
inputting the first intermediate current density, the second intermediate current density and the third intermediate current density into the CFRP concrete composite component correspondingly to obtain a first corrosion rate of the plurality of longitudinal reinforcements in the first area, a second corrosion rate of the plurality of longitudinal reinforcements in the second area and a third corrosion rate of the plurality of longitudinal reinforcements in the third area;
calculating a first corrosion growth rate of the first area according to the first corrosion rate, a second corrosion growth rate of the second area according to the second corrosion rate, and a third corrosion growth rate of the third area according to the third corrosion rate;
wherein if the first corrosion growth rate, the second corrosion growth rate and the third corrosion growth rate are all within threshold ranges, taking the first intermediate current density corresponding to the first corrosion growth rate as a first target current density, the second intermediate current density corresponding to the second corrosion growth rate as a second target current density, and the third intermediate current density corresponding to the third corrosion growth rate as a third target current density, so as to apply current correspondingly.
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