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Testing and investigative procedures for evaluation of conventionally reinforced concrete structures. Focus on degradation from corrosion of reinforcing steel.
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This NACE International standard practice includes guidelines for surface preparation, material requirements, application, and handling of hot- and cold-applied wax and component wrappers and wax-based tape coating systems for the protection of underground pipe, fittings, and valves. The standard outlines material requirements for hot- and cold-applied wax coatings, and handling of the coated components, and includes five tables that provide material requirements and references to standard test methods for the various coating materials discussed. This standard is intended for use by corrosion control personnel, design engineers, project managers, purchasers, and construction engineers and managers.
Impressed current cathodic protection to the normally submerged steel surfaces inside water storage tanks. Design and installation of cathodic protection systems and methods for determining their effectiveness. THIS PRODUCT IS SOLD AS A DOWNLOADABLE PDF ONLY.
Reaffirmed (with editorial changes) in 2019. Presents corrosion control guidelines that are applicable to existing atmospherically exposed structures made of concrete conventionally reinforced with carbon steel. These guidelines should be used primarily when repair or rehabilitation is being implemented because of deterioration resulting from the corrosion of steel reinforcement. Includes sections on Periodic Inspection and Routine Maintenance of reinforced-concrete structures (site survey, structural survey, repair options), Assessment of Reinforced Concrete Structures, and Corrosion Control Techniques and Repair Strategy. Corrosion control techniques that are described include surface treatments, removal of concrete, and electrochemical treatments, including ECE, ER, and cathodic protection.
DOWNLOADABLE HISTORICAL DOCUMENT-Guidelines for cathodic protection (CP) of reinforcing steel in buried or submerged concrete structures.
This NACE standard presents guidelines for cathodic protection (CP) of reinforcing steel in buried or submerged concrete structures. These guidelines provide corrosion control personnel with information to control corrosion of conventional reinforcing steel in portland cement concrete structures through the application of CP. The guidelines presented in this standard are limited to CP systems for new or existing buried or submerged reinforced concrete elements.
HISTORICAL DOCUMENT. Cathodic protection to all oil-treating vessels. Includes design criteria, selection, and installation of applicable systems, and the operation, monitoring, and maintenance of installed systems.
This standard practice presents guidelines and procedures for use during risk assessment, mitigation, and monitoring of corrosion on underground, cathodically protected steel piping systems caused by proximity to alternating current (AC) power supply systems.
New in 2020! This standard presents accepted methods and practices regarding the use of cathodic protection (CP) for the control of external corrosion on buried or submerged carbon steel, stainless steel, gray cast iron, ductile cast iron, copper, and aluminum piping systems at nuclear power plants. This standard may be useful at facilities other than nuclear power plants that contain complex networks of buried or submerged piping, which may be composed of more than one material and may or may not be grounded.
Specifying corrosion protection for the offshore wind turbine industry in the European CEN TC219(2) committee. This comprises corrosion protection specification for external as well as internal parts of the turbine foundations.
When two long-time operators of natural gas storage wells in southwestern Ontario merged, it was an opportune time for the combined company to evaluate the effectiveness and impact of cathodic protection (CP). Staff from both legacy operators expressed general satisfaction with the longevity of their storage wells, typically 30+ years, but they had relied on two different approaches to corrosion control: one had isolated wells from flowlines and operated without CP, while the second had resistively bonded wells to cathodically protected flowlines. For the second operator, typical well currents were in the range of ~3 A.