1、*USACE / NAVFAC / AFCESA / NASA UFGS-40 05 13.96 (May 2010)-Preparing Activity: USACE SupersedingUFGS-43 02 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 40 - PROCESS INTEGRATIONSECTION 40 05 13.96WELDIN
2、G PROCESS PIPING05/10PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS AND SYMBOLS1.3 PERFORMANCE REQUIREMENTS1.4 SUBMITTALS1.5 QUALIFICATIONS1.5.1 Welding Procedures Qualification1.5.2 Welder and Welding Operator Performance1.5.2.1 Certification1.5.2.2 Identification1.5.2.3 Renewal of Qualification1.5.3
3、Inspection and NDE Personnel1.5.3.1 Inspector Certification1.5.3.2 NDE Personnel1.6 REGULATORY REQUIREMENTS1.7 DELIVERY, STORAGE, AND HANDLING1.7.1 Material Control1.7.1.1 Damaged Containers1.7.1.2 Partial Issues1.7.2 Damaged MaterialsPART 2 PRODUCTS2.1 MATERIALSPART 3 EXECUTION3.1 WELDING OPERATION
4、S3.1.1 Base Metal Preparation3.1.2 Weld Joint Fit-Up3.1.3 Preheat and Interpass Temperatures3.1.4 Production Welding Instructions3.1.5 Postweld Heat Treatment3.2 EXAMINATIONS, INSPECTIONS, AND TESTS3.2.1 Random NDE TestingSECTION 40 05 13.96 Page 1Provided by IHSNot for ResaleNo reproduction or netw
5、orking permitted without license from IHS-,-,-3.2.2 Visual Inspection3.2.3 NDE Testing3.2.4 Inspection and Tests by the Government3.3 ACCEPTANCE STANDARDS3.3.1 Visual3.3.2 Magnetic Particle Examination3.3.3 Liquid Penetrant Examination3.3.4 Radiography3.3.5 Ultrasonic Examination3.4 CORRECTIONS AND
6、REPAIRS- End of Section Table of Contents -SECTION 40 05 13.96 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-40 05 13.96 (May 2010)-Preparing Activity: USACE SupersedingUFGS-43 02 00 (April 2006)UNIFIED FA
7、CILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 40 05 13.96WELDING PROCESS PIPING05/10*NOTE: This guide specification covers the requirements for welding of piping and piping system components used for fluids and gases under pressure, including hydraulic s
8、ystems.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.
9、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
10、ted as a Criteria Change Request (CCR).*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, d
11、ate, 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 Article. Also use the SECTION 40 05 13.96 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted wit
12、hout license from IHS-,-,-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 bel
13、ow form 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 NONDESTRUCTIVE TESTING (ASNT)ASNT No. SNT-TC-1A (2006; R 1996-2006) Recommended Practice No. SNT-TC-1A, 2006 Edition, and ASNT Standard T
14、opical Outlines for Qualification of Nondestructive Testing Personnel (ANSI/ASNT CP-105-2006)Too many characters (1996) Supplement to Recommended Practice No. SNT-TC-1A (Q R 2001) Standard Welding Terms and DefinitionsAWS B2.1/B2.1M (2009) Specification for Welding Procedure and Performance Qualific
15、ationAWS QC1 (2007) Standard forAWS Certification of Welding InspectorsAWS Z49.1 (2005) Safety in Welding, Cutting and Allied ProcessesASME INTERNATIONAL (ASME)ASME B31.1 (2007; Addenda a-2008) Power PipingASME B31.3 (2008) Process PipingASME B31.4 (2006) Pipeline Transportation Systems for Liquid H
16、ydrocarbons and Other LiquidASME B31.5 (2006) Refrigeration Piping and Heat Transfer ComponentsASME B31.8 (2007) Gas Transmission and Distribution Piping SystemsASME BPVC SEC I (2007; Addenda 2008; Addenda 2009) Boiler and Pressure Vessel Code; Section I, Power SECTION 40 05 13.96 Page 4Provided by
17、IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BoilersASME BPVC SEC II-C (2007; Addenda 2008; Addenda 2009) Boiler and Pressure Vessel Code; Section II, Materials, Part C - Specifications for Welding Rods, Electrodes and Filler MetalsASME BPVC SEC IX (2007; Add
18、enda 2008; Addenda 2009) Boiler and Pressure Vessel Code; Section IX, Welding and Brazing QualificationsASME BPVC SEC V (2007; Addenda 2008; Addenda 2009) Boiler and Pressure Vessel Code; Section V, Nondestructive Examination1.2 DEFINITIONS AND SYMBOLSDefinitions shall be in accordance with AWS A3.0
19、. Symbols shall be in accordance with AWS A2.4.1.3 PERFORMANCE REQUIREMENTS*NOTE: If quality control is to be the responsibility of the Government, delete this paragraph.The paragraphs will be edited and bracketed portions inserted if necessary to ensure proper implementation of the CONTRACTOR QUALI
20、TY CONTROL PROGRAM. The specification writer or design engineer must indicate how much quality control of welding is needed for each project and who is to be responsible; i.e., primarily the Contractor or the Government.In many cases a project may not require 100 percent testing of welds by NDE meth
21、ods. The designer must determine the required methods and the extent of inspection and testing, and must indicate the extent in this or other sections of the project specifications or on the project drawings by notes, NDE symbols, or other means. The referenced applicable publications will be used f
22、or guidance in determining inspection and testing requirements.The specifications or drawings must clearly indicate which joints require 100 percent NDE inspection, which joints require random NDE inspection, and which NDE methods are to be employed for each joint. For random inspection, the drawing
23、s must indicate the location, number of joints, and minimum increment length of weld that will be NDE inspection without predisclosing the exact spots to be examined. Joints not indicated to be tested by NDE methods shall be subject to visual inspection only. In cases where the nature of the welding
24、 is such as to require visual inspection only, the requirements for NDE should be deleted from these paragraphs and SECTION 40 05 13.96 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-from paragraph Inspection and NDE Personnel.*Quality of all
25、joint preparation, welding, and examination is the Contractors responsibility for. Clearly identify and record all materials used in the welding operations. The inspection and testing defined in this specification are minimum requirements. Additional inspection and testing shall be the responsibilit
26、y of the Contractor when it is deemed necessary to achieve the quality required.1.4 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept t
27、o the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors
28、Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the a
29、pproving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes fo
30、llowing the “G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “
31、G“ designation are for Contractor Quality Control approval.information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02
32、 Shop DrawingsPressure Piping; G; G, _Detail drawings showing location, length, and type of welds; and indicating postweld heat treatment and NDE as required.SECTION 40 05 13.96 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SD-03 Product Data
33、QualificationsWelding procedure qualification.Welding OperationsDetailed procedures which define methods of compliance to contract drawings and specifications. Inspection and material procurement records. System and material testing and certification records. Written records and drawings indicating
34、location of welds made by each welder or welding operator.SD-07 CertificatesQualificationsWelder and welding operator performance qualification certificates. Welding inspectors and NDE personnel certificates. Qualifications of testing laboratory or the Contractors quality assurance organization.1.5
35、QUALIFICATIONSWelding procedures, welders, and welding operators previously qualified by test may be accepted for the work without requalification, provided that all of the following conditions are fulfilled:a. Copies of the welding procedures, the procedure qualification test records, and the welde
36、r and welding operator performance qualification test records are submitted and approved in accordance with paragraph SUBMITTALS.b. Testing was performed by an approved testing laboratory or technical consultant or by the Contractors approved quality assurance organization.c. The welding procedures,
37、 welders, and welding operators were qualified in accordance with ASME BPVC SEC IX, or AWS B2.1/B2.1M, AR-2 level; and base materials, filler materials, electrodes, equipment, and processes conformed to the applicable requirements of this specification.d. The requirements of paragraph “Renewal of Qu
38、alification“ below are met and records showing name of employer and period of employment using the process for which qualified are submitted as evidence of conformance.1.5.1 Welding Procedures QualificationRecord in detail and qualify the Welding Procedure Specifications for every proposed welding p
39、rocedure. Qualification for each welding procedure shall conform to the requirements of ASME B31.1, ASME B31.3, ASME B31.4, ASME B31.5, ASME B31.8, and to this specification. The welding procedures shall specify end preparation for butt welds including cleaning, alignment, and root openings. Preheat
40、, interpass temperature control, and postheat treatment of welds shall be as required by approved welding procedures, unless otherwise indicated or specified. The type of backing rings or consumable inserts, if used, shall be described and if they are to SECTION 40 05 13.96 Page 7Provided by IHSNot
41、for ResaleNo reproduction or networking permitted without license from IHS-,-,-be removed, the removal process shall be described. Copies of the welding procedure specifications and procedure qualification test results for each type of welding required shall be submitted in accordance with paragraph
42、 SUBMITTALS. Approval of any procedure does not relieve the Contractor of the sole responsibility for producing acceptable welds. Welding procedures shall be identified individually and shall be referenced on the detail drawings or keyed to the contract drawings.1.5.2 Welder and Welding Operator Per
43、formanceEach welder and welding operator assigned to work shall be qualified in accordance with ASME B31.1, ASME B31.3, ASME B31.4, ASME B31.5, ASME B31.8.1.5.2.1 CertificationBefore assigning welders or welding operators to the work, provide the Contracting Officer with their names together with ce
44、rtification that each individual is performance-qualified as specified. The certification shall state the type of welding and positions for which each is qualified, the code and procedure under which each is qualified, date qualified, and the firm and individual certifying the qualification tests.1.
45、5.2.2 IdentificationIdentify each particular weld with the personal number, letter, or symbol assigned to each welder or welding operator. To identify welds, written records indicating the location of welds made by each welder or welding operator shall be submitted, and each welder or welding operator shall apply the personal mark adjacent to the welds using a rubber stamp or felt-tipped marker with permanent, weatherproof ink or other methods approved by the Contracting Officer that do not deform the metal. For seam welds, identificat