Construction method of anti-corrosion coating protection structure of steel cylinder revetment structure in riprap construction
A technology of anti-corrosion coating and protective structure, which is applied in coastline protection, sea area engineering, water conservancy engineering, etc. It can solve the problems that are not conducive to the maintenance of permanent steel cylinder revetment structures, the development and utilization of artificial islands, and achieve simple and easy construction methods, Reduce the effect of bumping and no pollution to the environment
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Embodiment 1
[0041] (1) Process a plurality of steel cylinders 1 and a plurality of steel auxiliary grids 2, and then paste the rubber protective layer 3 on the lower wall of each steel cylinder 1 and the lower outer wall of each steel auxiliary grid 2 with superglue Above, the rubber protective layer 3 covers the entire surface of the steel cylinder 1 and the steel sub-grid 2 in the riprap area of the front seaside area during installation, and the adhesive height of the rubber protective layer 3 is the same as the set riprap area. The riprap heights in the area are the same;
[0042] (2) Lower the steel cylinder 1 and the steel sub-grid 2 to the revetment position of the artificial island to be built, drive the lower part of the steel cylinder 1 into the seabed, and then insert the two sides of the steel sub-grid into two adjacent intervals. In the slot of a steel cylinder 1, the steel cylinder 1 and the steel sub-grid 2 are connected into one to form a revetment structural system;
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Embodiment 2
[0050] (1) Process a plurality of steel cylinders 1 and a plurality of steel auxiliary grids 2, and then paste the rubber protective layer 3 on the lower wall of each steel cylinder 1 and the lower outer wall of each steel auxiliary grid 2 with superglue Above, the rubber protective layer 3 covers the entire surface of the steel cylinder 1 and the steel sub-grid 2 in the riprap area of the front seaside area during installation, and the adhesive height of the rubber protective layer 3 is the same as the set riprap area. The riprap heights in the area are the same;
[0051] (2) Lower the steel cylinder 1 and the steel sub-grid 2 to the revetment position of the artificial island to be built, drive the lower part of the steel cylinder 1 into the seabed, and then insert the two sides of the steel sub-grid into two adjacent intervals. In the slot of a steel cylinder 1, the steel cylinder 1 and the steel sub-grid 2 are connected into one to form a revetment structural system;
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Embodiment 3
[0059] (1) Process a plurality of steel cylinders 1 and a plurality of steel auxiliary grids 2, and then paste the rubber protective layer 3 on the lower wall of each steel cylinder 1 and the lower outer wall of each steel auxiliary grid 2 with superglue Above, the rubber protective layer 3 covers the entire surface of the steel cylinder 1 and the steel sub-grid 2 in the riprap area of the front seaside area during installation, and the adhesive height of the rubber protective layer 3 is the same as the set riprap area. The riprap heights in the area are the same;
[0060] (2) Lower the steel cylinder 1 and the steel sub-grid 2 to the revetment position of the artificial island to be built, drive the lower part of the steel cylinder 1 into the seabed, and then insert the two sides of the steel sub-grid into two adjacent intervals. In the slot of a steel cylinder 1, the steel cylinder 1 and the steel sub-grid 2 are connected into one to form a revetment structural system;
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