SSPC PA COM-2004 Commentary on Paint Application《涂料应用的说明》.pdf
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1、7-1SSPC-PA COMNovember 1, 2004SSPC: The Society for Protective CoatingsPAINT APPLICATION SPECIFICATIONS AND GUIDESCommentary on Paint Application1. IntroductionThis commentary is for information only and is not part of the standards and guides in this chapter. Its purpose is to present a general des
2、cription of the sections that comprise this chapter: (1) SSPC PA 1, “Shop, Field, and Maintenance Painting of Steel;” (2) SSPC-PA 2, “Measurement of Dry Coating Thickness with Magnetic Gages;” (3) SSPC-PA Guide 3, “A Guide to Safety in Paint Application;” (4) SSPC-PA Guide 4, “Guide to Maintenance R
3、epainting with Oil Base or Alkyd Painting Systems;” (5) SSPC-PA Guide 5, “Guide to Maintenance Coating of Steel Structures for Atmospheric Service;” SSPC-PA 6, “Fiberglass-Reinforced Plastic (FRP) Linings Applied to Bottoms of Carbon Steel Aboveground Storage Tanks;” SSPC-PA 7, “Applying Thin Film C
4、oatings to Concrete;” and SSPC-PA 8, “Thin-Film Organic Linings Applied in New Carbon Steel Process Vessels.” SSPC-PA 6 and PA 8 are jointly issued as NACE No. 10 and No. 11, respectively.2. SSPC-PA 1, “Shop, Field, and Maintenance Painting of Steel”This specication should be used when paint service
5、 is severe or when rigid requirements for appearance are estab-lished. When painting is necessary for protection from corrosive environments or for good appearance, then it is in the best interests of the purchaser to see that paint is applied in strict conformance with good practice. While surface
6、preparation is probably the most critical factor that governs the performance of paints, improper paint application may result in paint failure, even over blast cleaned surfaces.The specication covers pre-application procedures that are necessary before actual application of paint can begin. They in
7、clude handling and use of materials, surface prepara-tion, and proper mixing and thinning of paints. Also, general conditions for good application are covered in detail and include proper air temperature, moisture, humidity, cover, and surface temperature.SSPC-PA 1 permits application by brush, air
8、spray, airless spray, hot spray, plural component spray, high volume low pressure spray, or a combination of these methods. Roller coat applications may be used over at or slightly curved steel surfaces.Inspection procedures for paint applications are discussed in detail in Volume 1 of the SSPC Pain
9、ting Manual and in , “The Inspection of Coatings and Linings, A Handbook of Basic Practice for Inspectors, Owners, and Speciers.”3. SSPC-PA 2, “Measurement of Dry Coating Thickness With Magnetic Gages”This document describes the types of magnetic gages available, how to verify the calibration of the
10、 gages, and procedures to use in measuring the dry lm thickness of paint on steel.The gages are classied as either Type 1 pull-off gages or Type 2 electronic gages. Both are magnetic gages and measure the thickness of dry lm of a non-magnetic coating applied on a magnetic substrate.This standard spe
11、cies the number of measurements to be made to determine compliance with the specied minimum and maximum dry lm thicknesses.The 2004 revision includes some changes and additions, as listed below. Changes in gage terminologyThe procedure for dealing with a non-conforming area when measuring large stru
12、ctures has been modied. As before, only one 100 ft2(10 m2) area need be measured in each 1000 ft2(100 m2). In the previous version of PA 2, “additional measurements must be made to isolate the non-conforming area.” Added to that sentence in this latest version is “and each 100 ft2(10 m2) area painte
13、d during that work shift shall be measured.” The idea behind this change is that nding one non-conforming area indicates that something went wrong during that work shift. Therefore, there is no way of knowing how many other areas are non-conforming unless they are all measured.Gage accuracy has been
14、 changed from 10% to 5%. Contracting parties must now agree whether pen gages, which normally do not meet the 5% accuracy requirement, are permitted.The “Denitions” section has been expanded. A clear distinction is made between calibration (normally done by the gage manufacturer) and adjustment (don
15、e by the user).Two sample protocols for measuring the DFT on beams and girders is given in Appendix 3. The full DFT determina-tion requires ve spot measurements on each surface of the beam, while the less stringent sample determination requires only two or three spot measurements on each surface. Th
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