Although the anticorrosion coating combination of fusion-bonded epoxy (FBE) with
FBE is an epoxy-based thermosetting powder coating2 widely applied to steel pipe, steel reinforcing bars for concrete, tanks, and a wide variety of piping connections (valves and fittings). The “fusion-bonded” designation comes from the chemical cross-linking that occurs during the application process, which differs from the application of standard paints and coatings. FBE is applied by preheating the substrate, typically over 205 °C (401 °F), and spraying the coating powder onto the surface. Small parts and fittings can be dipped into FBE powder that has been fluidized by air. When applied as a base layer in a multi-coating system,
ARO is a thermosetting powder coating applied over a compatible FBE during the initial coating application process to protect the FBE coating during storage, handling, and installation. The FBE layer is first applied electrostatically to the pipe surface and then the ARO
Specifiers choosing a coating system to protect water pipes, valves, and tanks from corrosion must consider many issues, starting with the coatings’ applicability for use with drinking water. FBE and ARO coatings contain no solvents and are based on 100% solids technology. When designed for contact with potable water,
Over the last 50-plus years,
Typically, water transmission pipelines are internally lined first, and then externally coated to minimize handling damage to the external coating. The most common lining used for water transmission pipelines is cement mortar. The centrifugal cement lining process distributes the mortar throughout the length of the pipe through a retractable lance while the pipe is spinning at a relatively low speed. After the mortar is applied, the cement lining is smoothed and compacted by spinning the pipe at a higher speed (typically 550 to 650 rpm) and vibrating the pipe to expel the water and produce a dense cement mortar lining that is in intimate contact with the pipe surface. Historically, the major obstacle to externally coating cement mortar-lined water pipelines with
For this project, the technical staff for Axalta and the pipe manufacturer Jindal Tubular USA (Bay St. Louis, Mississippi, USA) carefully reviewed the coating process and proposed coating the external pipe surface with a dual layer of FBE/ARO first, then lining the pipe with cement mortar. This plan would only work, however, if the ARO protected the
Traylor notes that his company’s functional coatings team could not find a case study of ARO being used in a drinking water application. The pipe and coating manufacturers then proposed a plant demonstration to the pipeline owner and design engineering team to prove that the ARO coating could withstand the effects of the centrifugal cement lining process and protect the
The water pipeline owner, Mni Waste’ Water Co. (Eagle Butte, South Dakota, USA), and the project’s engineering team—Banner Associates (Sioux Falls, South Dakota, USA); RUSTNOT Corrosion Control Services, Inc. (Boise, Idaho, USA); and Accurate Inspections (Thornton, Colorado, USA)—were interested in this innovative approach for their Treated Water Pipeline Segment 1 project because of the proven success of FBE coatings in the oil and gas market, plus their low cathodic protection current requirements, high adhesion, abrasion resistance, physical strength, and non-shielding characteristics. An intact, well-bonded coating with good corrosion protection properties was critical as the pipeline route was located in extremely corrosive soil conditions, with very low soil resistivity (<500 Ω-cm) and high chloride content (>4,500 ppm). Water pipelines normally are buried deeper than oil and gas pipelines (a minimum depth of 6 ft [1.8 m]
While several standards cover FBE pipeline coatings,5-7 none of them were directly applicable to the proposed dual layer FBE/ARO coating. The pipe plant’s quality control department proposed, and the engineering team utilized, an evaluation of the
Pipe plant quality control testing included salt contamination and surface profile tests, visual inspection, and a clear tape test to determine the cleanliness of the pipe surface. Visual and physical inspection of the applied coating included a high-voltage holiday test, dry film thickness test, durometer (hardness) test, weight drop test, bend test, 24-h water soak test, 24-h cathodic
Once the application trial proved to be successful, the remaining 12 mi (19 km) of 24-in (610-mm) diameter steel pipe was coated by the pipe manufacturer in its plant. The nominal applied
†Trade name.
References
1 D.L. Traylor, “Corrosion Protection of NSF Drinking Water Pipe Using a Dual Layer FBE System,” 2017 Pipeline Coating Conference (Houston, TX: AMI, 2017).
2 “Fusion Bonded Epoxy Coating,” Wikipedia, the free encyclopedia, https://en.wikipedia.org/wiki/Fusion_bonded_epoxy_coating (March 22, 2018).
3 NSF/ANSI 61, “Drinking Water System
4 J.G. Dickerson, “
5 NACE Standard SPO394-2013, “Application, Performance, and Quality Control of Plant-Applied Single-Layer Fusion-Bonded Epoxy External Pipe Coating” (Houston, Texas: NACE International, 2013).
6 AWWA C213-15, “Fusion-Bonded Epoxy Coatings and Linings for Steel Water Pipe and Fittings” (Denver, Colorado: AWWA, 2015).
7 CSA Standard Z245.20 “Plant-applied external coatings for steel pipe” (Mississauga, Canada: CSA, 2012).
8 ASTM 4541-09, “Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers” (West Conshohocken, PA: ASTM International).
Source: Dustin Traylor, Axalta Coating Systems, email: [email protected],