1、*USACE / NAVFAC / AFCESA / NASA UFGS-09 97 01.00 10 (May 2009)-Preparing Activity: USACE (CW) SupersedingUFGS-09 97 01 00 10 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2009*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 97 01.00 10
2、METALLIZING: HYDRAULIC STRUCTURES05/09PART 1 GENERAL1.1 LUMP SUM PRICE1.1.1 Payment1.1.2 Unit of Measure1.2 REFERENCES1.3 DEFINITIONS1.4 SYSTEM DESCRIPTION1.4.1 General Requirements1.4.2 Worker Hazard Communication Program1.4.3 Surface Preparation Procedures1.4.3.1 Abrasive Blasting1.4.3.2 Hoses and
3、 Nozzles1.4.3.3 Workers other than Blasters1.4.3.4 Personal Protective Equipment1.4.4 Metallizing Equipment1.4.4.1 Pressure Systems1.4.4.2 Flame-Spray Equipment1.4.4.3 Arc-Spray Equipment1.4.5 Cleaning1.4.5.1 Compressed Air1.4.5.2 Solvents1.5 SUBMITTALS1.6 QUALITY ASSURANCE1.6.1 Contractor Qualifica
4、tions and Experience1.6.2 Arc Spray Equipment Qualification1.6.3 Metallizing Applicator Qualification1.6.4 Coating Inspector Qualifications and Experience1.6.5 Metallized Coating Thickness Gage Qualification1.6.6 Competent Person Qualifications and Experience1.6.7 Safety and Health Provisions1.6.7.1
5、 Electrical Shock Prevention1.6.7.2 Respiratory Protection Program1.6.7.3 Eye Protection1.6.7.4 Hearing Protection1.6.7.5 Protective ClothingSECTION 09 97 01.00 10 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.6.7.6 Ventilation1.6.7.7 Toxic
6、 Materials1.6.7.8 Air Sampling1.6.7.9 Medical Surveillance1.7 DELIVERY, STORAGE, AND HANDLING1.7.1 Metallizing Wire1.7.2 Sealers and Paints1.8 ENVIRONMENTAL REQUIREMENTSPART 2 PRODUCTS2.1 METALLIZING WIRE2.2 SEALER AND PAINT2.3 ABRASIVE MEDIAPART 3 EXECUTION3.1 PREPARATION3.1.1 Pit, Edge, and Weld P
7、reparation3.1.2 Abrasive Blasting3.1.3 Protection3.2 METALLIZING APPLICATION3.2.1 Metallizing Application Technique3.2.2 Metallizing Appearance3.2.3 Metallizing Thickness3.2.4 Metallizing Adhesion3.2.5 Time Between Surface Preparation and Metallizing3.2.6 Time Between Metallizing and Painting3.2.7 A
8、pproved Methods of Metallizing3.3 FIELD INSPECTION3.3.1 Quality Control Inspection and Testing3.3.1.1 Ambient Conditions Inspection3.3.1.2 Presurface Preparation Inspection3.3.1.3 Surface Preparation Inspection3.3.1.4 Metallized Coating Inspection3.3.2 Quality Assurance Hold Point Evaluations3.3.2.1
9、 Surface Preparation Quality Assurance Hold Point Evaluation3.3.2.2 Metallized Coating Quality Assurance Hold Point Evaluation3.3.2.3 Sealed System Quality Assurance Hold Point Evaluation3.4 METALLIZING SYSTEMS TO BE APPLIED3.5 SPECIAL PAINTING INSTRUCTIONS3.6 METALLIZING SYSTEMS AND METALLIZING SCH
10、EDULE- End of Section Table of Contents -SECTION 09 97 01.00 10 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-09 97 01.00 10 (May 2009)-Preparing Activity: USACE (CW) SupersedingUFGS-09 97 01 00 10 (April
11、2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2009*SECTION 09 97 01.00 10METALLIZING: HYDRAULIC STRUCTURES05/09*NOTE: This guide specification covers the requirements for preparation of surfaces and application of metallized coatings for hydraulic stru
12、ctures.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.
13、Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submit
14、ted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTES: The protective metallic coating systems listed have limited applicability at this time. Some states and municipalities have stringent regulations governing the use of architectural coatings containing volatile organic compounds (VOC). Man
15、y of the coating systems found in Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES, do not meet VOC regulations in some regions of the country.The coating systems contained herein are suitable substitutes for the paint systems in Section 09 97 02and may be used should air pollution regulations so dic
16、tate. It should be noted that some of the sealer SECTION 09 97 01.00 10 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-and paint coats recommended in this guide may also not be VOC-compliant in some regions of the country.The use of metallizin
17、g system 6-Z-A is advocated for use on steel immersed in very turbulent, ice- and debris-laden fresh waters. Exposures such as this may erode and cause total failure of the standard abrasion-resistant paint systems found in Section 09 97 02 in as little as 1 year. System 6-Z-A, with appropriate seal
18、ing and top coating, will provide superior protection for this type of severe service.The use of metallizing system 8-A is endorsed for high temperature atmospheric exposures. Paint coatings do not generally perform as well as thermal spray coatings of aluminum for high temperature exposures such as
19、 stacks. The use of metallizing system 6-Z-A is recommended for use as a zebra mussel repellent coating where the use of such a coating is deemed necessary. System 6-Z-A is longer lived and has a lesser environmental impact than conventional copper-containing antifouling coatings. The use of this gu
20、ide specification should be limited to work described in this note.The metallizing systems described in this document are intended for corrosion protection of cold and hot rolled steel. Metallizing systems described herein are not intended for use on stainless steel, aluminum, bronze, copper, plasti
21、c, rubber, wood, masonry, and painted surfaces. Coating systems contained herein should not be specified for potable water tank interiors, moving parts or wear surfaces of machinery, or for surfaces subject to strong acids or bases.For further technical assistance contact:US Army Construction Engine
22、ering Research LaboratoryAttn: CECER-FL-M (Tel 217-373-7237)P.O. Box 9005Champaign, IL 61826-9005*1.1 LUMP SUM PRICE*NOTE: If Section 01 22 00.00 10 MEASUREMENT AND PAYMENT is included in the project specifications, this paragraph title (LUMP SUM PRICE) should be deleted from this section and the re
23、maining appropriately edited subparagraphs below should be inserted into Section 01 22 00.00 10.*1.1.1 PaymentPayment will constitute full compensation for furnishing all plant, labor, materials and equipment and performing all operations necessary for SECTION 09 97 01.00 10 Page 4Provided by IHSNot
24、 for ResaleNo reproduction or networking permitted without license from IHS-,-,-metallizing hydraulic structures as specified.1.1.2 Unit of MeasureUnit of measure: Lump Sum1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publicati
25、ons are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Ar
26、ticle. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below for
27、m a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN SOCIETY FOR QUALITY (ASQ)ASQ Z1.4 (2008) Sampling Procedures and Tables for Inspection by AttributesAMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)ASSE/SA
28、FE Z87.1 (2003) Standard for Occupational and Educational Eye and Face ProtectionAMERICAN WELDING SOCIETY (AWS)AWS A5.01M/A5.01 (1993; R 1999) Filler Metal Procurement GuidelinesAWS C2.25/C2.25M (2002) Specification for Thermal Spray - Solid and Composite Wire and Ceramic RodsAWS Z49.1 (2005) Safety
29、 in Welding, Cutting and Allied ProcessesASTM INTERNATIONAL (ASTM)ASTM D 3951 (1998; R 2004) Commercial PackagingASTM D 4285 (1983; R 2006) Indicating Oil or Water in SECTION 09 97 01.00 10 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Compre
30、ssed AirASTM D 4417 (2003) Field Measurement of Surface Profile of Blast Cleaned SteelASTM D 4541 (2002) Pull-Off Strength of Coatings Using Portable Adhesion TestersASTM D 7091 (2005) Standard Practice for Nondestructive Measurement of Dry Film Thickness of Nonmagnetic Coatings Applied to Ferrous M
31、etals and Nonmagnetic, Nondestructive Coatings Applied to Non-Ferrous MetalsASTM E 337 (2002; R 2007) Measuring Humidity with a Psychrometer (The Measurement of Wet- and Dry-Bulb Temperatures)COMPRESSED GAS ASSOCIATION (CGA)CGA P-1 (2008) Safe Handling of Compressed Gases in ContainersINTERNATIONAL
32、SAFETY EQUIPMENT ASSOCIATION (ISEA)ISEA Z89.1 (2003) Requirements for Industrial Head ProtectionNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 70 (2007; AMD 1 2008) National Electrical Code - 2008 EditionNATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)NIOSH 98-119 (1998; 4th Ed) Supple
33、ment 2 to NIOSH Manual of Analytical MethodsTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC AB 1 (1991; E 2004; E 2007) Mineral and Slag AbrasivesSSPC AB 2 (1996; E 2004) Cleanliness of Recycled Ferrous Metallic AbrasiveSSPC AB 3 (2003; E 2004) Newly Manufactured or Re-Manufactured Steel AbrasivesSSP
34、C SP 5 (2007) White Metal Blast CleaningU.S. ARMY CORPS OF ENGINEERS (USACE)EM 385-1-1 (2008) Safety and Health Requirements ManualSECTION 09 97 01.00 10 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-U.S. NATIONAL ARCHIVES AND RECORDS ADMINIS
35、TRATION (NARA)29 CFR 1910 Occupational Safety and Health Standards29 CFR 1926 Safety and Health Regulations for Construction42 CFR 84 Approval of Respiratory Protective Devices1.3 DEFINITIONSa. “Metallizing“ as used herein refers to any of several application methods for depositing sprayed-metal coa
36、tings.b. “Wire Flame-Spray“ refers to a metallizing process in which metallic wire is melted in an oxygen and fuel gas flame and is dispersed with an airstream.c. “Arc-Spray“ refers to a metallizing process in which metallic wire is melted by an electric arc and is dispersed with an airstream.1.4 SY
37、STEM DESCRIPTIONPrepare a thermal spray Job Reference Standard (JRS) at the jobsite prior to the onset of production work. The JRS is used at the initiation of the contract to qualify the surface preparation, thermal spray application, and sealing processes and also serves as a standard of quality i
38、n case of dispute. To prepare the JRS, a steel plate of the same alloy as the surfaces to be metallized measuring 600 x 600 x 10 mm 2 feet x 2 feet x 3/8 inch shall be solvent and abrasive blast cleaned in accordance with the requirements of the contract. The abrasive blast media and equipment shall
39、 be those that will be used on the job. One-fourth of the JRS plate shall be masked with sheet metal and the thermal spray coating applied to the unmasked portion of the plate. The thermal spray coating shall be applied using the same equipment, approved wire, and spray parameters to be used on the
40、job. Operate the gun in a manner substantially the same as will be used on the job. The approximate traverse speed and standoff distance during spraying shall be measured and recorded. Once the JRS is qualified, the operating parameters shall not be altered, except as necessitated by the requirement
41、s of the job. Two-thirds of the thermal spray coated portion of the JRS shall be sealed in accordance with the requirements of the contract. One-half of the sealed area shall be painted in accordance with the contract if applicable. Apply the sealer and paint using the same paint spray equipment tha
42、t will be used for production. The prepared JRS shall be preserved and protected in such a manner that it remains dry and free of contaminants for the duration of the contract. The surface cleanliness, blast profile shape and depth, thermal spray appearance, thickness, and adhesion, and sealer and p
43、aint thicknesses shall be determined by the Coating Inspector in accordance with the contract requirements and recorded.1.4.1 General RequirementsPerform the work in accordance with the requirements of 29 CFR 1910, 29 CFR 1926, EM 385-1-1, and other references as listed herein. Submit matters of int
44、erpretation of the standards to the Contracting Officer for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply. This paragraph, with its subparagraphs, supplements the requirements of EM 385-1-1. In any conflict SECTION 09 97 01.00 10 Page 7P
45、rovided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-between Section 01 of EM 385-1-1 and this paragraph, the provisions herein shall govern. Submit a Safety Indoctrination Plan as specified in the Submittals paragraph.1.4.2 Worker Hazard Communication ProgramSubmit the written program describing how the program is to be implemented, labels and other forms of warning, Material Safety Data Sheets, chemical inventory, employee information and training, methods the Contractor will use to inform employees of h
