I. New Tank Construction Project
Tanks are one of the essential pieces of equipment for storing liquid raw materials and intermediate products at port enterprises, and are indispensable in the crude oil pipeline transportation industry. The current specifications for crude oil tanks include volumes such as 10,000 cubic meters, 20,000 cubic meters, 50,000 cubic meters, and 100,000 cubic meters. According to their structure, they can be divided into dome-roof tanks and floating-roof tanks. In recent years, during major repairs of oil tanks, it has been found that corrosion is quite severe, particularly on the tank bottom plate, with corrosion pits reaching depths of 4-5mm. The distribution rate of corrosion pits reaches 20-25 pits/m2, and there are also localized perforations. The corrosion of the floating roof plates is even more severe, with the thickness of the single roof plate reduced by 50%-60%, and some perforations as large as 300×200 mm2. According to related survey data, in oil tank corrosion, the corrosion of the single roof plate accounts for 60%, while the bottom plate corrosion accounts for 40%. In cases where corrosion perforations lead to oil leaks and tank shutdowns, perforations in the bottom plate account for 76.4%, while perforations in the floating roof plate account for 23.6%. Therefore, strengthening tank protection and selecting appropriate anti-corrosion measures are crucial for increasing the tank's service life and reducing the occurrence of accidents.
Table 1: Anti-Corrosion Scheme for Fire Water Tank Inner Wall
The fire water tank may experience a decrease in structural strength, wall defects causing leaks, and even environmental pollution and safety risks due to corrosion. When applying anti-corrosion coatings, it is important to identify and focus on treating the tank's inner wall, particularly the weld seams at the bottom and areas prone to liquid level fluctuations. During construction, strict quality control of the coating is required, including the complete removal of old coatings and rust layers to ensure an even and thorough application. Preventing moisture from entering the bottom plate and foundation gaps of the tank can slow down corrosion. The sacrificial anode quantity should be designed accurately to meet the tank's maintenance cycle requirements. The fire water spray system should be adjusted to prevent water from contacting the insulation outer layer and the tank wall. Strengthen the surface welding method by changing from spot welding to full welding to block the pathway for moisture to enter the insulation layer. Regular inspections of tank corrosion should be carried out using macro inspection and ultrasonic thickness testing methods. Suitable anti-corrosion materials should be selected based on factors such as medium, temperature, and pressure. The coating thickness and uniformity should be controlled using specialized equipment and trained personnel. A quality control system should be established. After construction, use coating thickness measurement tools to regularly check the quality of the anti-corrosion layer and ensure the tank operates safely and stably in the long term.
Design Basis
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ISO 12944-5:2017 Protective Coating Systems for Corrosion Protection of Steel Structures
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Environmental Conditions
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Im2; Seawater or Slightly Saline Water: Immersed structures without cathodic protection (e.g., port areas such as lock gates, sluices, or breakwaters)
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Design Service Life
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H Long-Term
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Surface Preparation
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ISO 8501-1 Sa2.5: Very thorough blasting or abrasive cleaning. The steel surface should be free from visible grease, dirt, scale, rust, paint, or other contaminants. Any remaining traces should only be light spots or stripes.
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Coating Area
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Inner Wall of Fire Water Tank
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Table 2: Anti-Corrosion Scheme for Sewage Tank Inner Wall
Design Basis
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ISO 12944-5:2017 Protective Coating Systems for Corrosion Protection of Steel Structures
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Environmental Conditions
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Im2; Seawater or Slightly Saline Water: Immersed structures without cathodic protection (e.g., port areas such as lock gates, sluices, or breakwaters)
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Design Service Life
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H Long-Term
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Surface Preparation
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ISO 8501-1 Sa2.5: Very thorough blasting or abrasive cleaning. The steel surface should be free from visible grease, dirt, scale, rust, paint, or other contaminants. Any remaining traces should only be light spots or stripes.
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Coating Area
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Inner Wall of Sewage Tank
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Table 3: Corrosion Protection Scheme for the Inner Wall of Crude Oil Storage Tank
Design Basis
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ISO 12944-5:2017 Protective Coatings for Steel Structures Against Corrosion
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Environment
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Im2; Seawater or Slightly Saline Water: Immersed structures without cathodic protection (e.g., port areas, lock gates, or breakwaters)
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Design Life
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H Long-term
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Surface Treatment
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ISO 8501-1 Sa2.5: Very thorough abrasive or blast cleaning. No visible grease, dirt, scale, rust, paint coating, or other contaminants on the steel surface, any residual traces are only slight speckles or streaks.
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Coating Location
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Inner Wall of Crude Oil Storage Tank
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Coating
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Coating Type
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Coating Name
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Color
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Diluent
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A:B Ratio
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Film Thickness (μm)
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First Coat
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DreamCover
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Phenolic Epoxy Tank Paint DreamCover 108
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Pink
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Epoxy Thinner DreamThinner 17
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27.96:2.04
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240
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Total
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240
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Table 4: Corrosion Protection Scheme for the Inner Wall of Edible Oil Storage Tank
Design Basis
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ISO 12944-5:2017 Protective Coatings for Steel Structures Against Corrosion
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Environment
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Im1; Freshwater: Facilities installed in river environments, hydroelectric plants
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Design Life
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H Long-term
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Surface Treatment
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ISO 8501-1 Sa2.5: Very thorough abrasive or blast cleaning. No visible grease, dirt, scale, rust, paint coating, or other contaminants on the steel surface, any residual traces are only slight speckles or streaks.
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Coating Location
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Inner Wall of Edible Oil Storage Tank
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Table 5: Corrosion Protection Scheme for the Outer Wall of Storage Tank
Design Basis
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ISO 12944-5:2017 Protective Coatings for Steel Structures Against Corrosion
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Environment
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C5 Very High; External: Industrial areas with high humidity and severe weather, coastal areas with high salinity
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Design Life
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H Long-term
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Surface Treatment
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ISO 8501-1 Sa2.5: Very thorough abrasive or blast cleaning. No visible grease, dirt, scale, rust, paint coating, or other contaminants on the steel surface, any residual traces are only slight speckles or streaks.
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Coating Location
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Outer Wall of Storage Tank
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II. Tank Exterior Wall Refurbishment
When refurbishing the anti-corrosion paint of a tank, key points include surface pre-treatment, environmental control, coating system selection, uniform application, thickness control, safety protection, finished product protection, quality inspection, and regular maintenance. First, thoroughly clean and remove rust from the tank surface to ensure coating adhesion. The construction environment must meet temperature and humidity requirements to avoid adverse weather conditions. Select an appropriate anti-corrosion coating system and use high-pressure airless spraying to ensure even coating. Control the coating thickness to meet the design requirements. Workers must wear protective gear to ensure safety. After construction, protect the coating to prevent damage. After completion, conduct quality inspection and regularly check and maintain the coating to ensure its anti-corrosion effectiveness.
Table 6: Tank Exterior Wall Maintenance and Refurbishment Anti-Corrosion Plan
Design Basis
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ISO12944-5: 2017 Protective Coating Systems for Steel Structures Against Corrosion Using Paints and Varnishes
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Environment
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C5 Very High; External: High humidity and harsh weather industrial zones and high salinity coastal areas
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Design Service Life
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Long-term (H)
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Surface Treatment
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ISO 8501-1 Sa2.5: Very thorough blasting or shot blasting to remove rust. The steel surface must be free from visible grease, dirt, mill scale, rust, paint coatings, or other contaminants. Any remaining traces should only be minor pinpoint or strip-like discoloration.
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Coating Area
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Tank Exterior Wall
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