ARMY UFGS-05 50 15-2008 CIVIL WORKS FABRICATIONS《土木工程建造(代替 ARMY UFGS-05 50 04)》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-05 50 15 (August 2008)-Preparing Activity: USACE (CW) SupersedingUFGS-05 50 04 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2007*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 50 15CIVIL WORKS FABR

2、ICATIONS08/08PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALITY ASSURANCEPART 2 PRODUCTS2.1 MISCELLANEOUS METALS Errata 2003; Errata 2005) Standard Specifications for Highway BridgesAMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2006; Errata 2006) Structural Welding Code - SteelASME INTERNATIONAL

3、(ASME)ASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300ASME B16.5 (2003) Standard for Pipe Flanges and Flanged Fittings: NPS 1/2 Through NPS 24ASME B16.9 (2007) Standard for Factory-Made Wrought Steel Buttwelding FittingsASME B18.2.1 (1996; Addenda A 1999; Errata 2003; R 2005)

4、Square and Hex Bolts and Screws (Inch Series)ASME B18.2.2 (1987; R 2005) Standard for Square and Hex NutsASME B18.21.1 (1999; R 2005) Lock Washers (Inch Series)ASME B18.22.1 (1965; R 2003) Plain WashersASME B18.22M (1981; R 2005) Metric Plain WashersASME B18.3 (2003) Socket Cap Shoulder and Set Scre

5、ws, SECTION 05 50 15 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Hex and Spline Keys (Inch Series)ASME B18.6.1 (1981; R 1997) Wood Screws (Inch Series)ASME B18.6.2 (1998; R 2005) Slotted Head Cap Screws, Square Head Set Screws, and Slotted

6、Headless Set Screws: Inch SeriesASME B18.6.3 (2003) Machine Screws and Machine Screw NutsASME B27.7 (1977; R 2005) General Purpose Tapered and Reduced Cross Section Retaining RingsASTM INTERNATIONAL (ASTM)ASTM A 1 (2000; R 2005) Standard Specification for Carbon Steel Tee RailsASTM A 109/A 109M (200

7、3) Standard Specification for Steel, Strip, Carbon (0.25 Maximum Percent), Cold-RolledASTM A 123/A 123M (2002) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 148/A 148M (2008) Standard Specification for Steel Castings, High Strength, for Structural Pur

8、posesASTM A 153/A 153M (2005) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A 193/A 193M (2007) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature ServiceASTM A 194/A 194M (2007) Standard Specification for Carbon and A

9、lloy Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or BothASTM A 20/A 20M (2007) General Requirements for Steel Plates for Pressure VesselsASTM A 240/A 240M (2007e1) Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Ves

10、sels and for General ApplicationsASTM A 263 (2003) Standard Specification for Stainless Chromium Steel-Clad PlateASTM A 264 (2003) Standard Specification for Stainless Chromium-Nickel Steel-Clad PlateASTM A 27/A 27M (2005) Standard Specification for Steel SECTION 05 50 15 Page 6Provided by IHSNot fo

11、r ResaleNo reproduction or networking permitted without license from IHS-,-,-Castings, Carbon, for General ApplicationASTM A 276 (2006) Standard Specification for Stainless Steel Bars and ShapesASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthAST

12、M A 312/A 312M (2008) Standard Specification for Seamless, Welded, and Heavily Worked Austenitic Stainless Steel PipesASTM A 320/A 320M (2007a) Standard Specification for Alloy/Steel Bolting Materials for Low-Temperature ServiceASTM A 325 (2007a) Standard Specification for Structural Bolts, Steel, H

13、eat Treated, 120/105 ksi Minimum Tensile StrengthASTM A 325M (2007) Standard Specification for Structural Bolts, Steel, Heat Treated, 830 Mpa Minimum Tensile Strength (Metric)ASTM A 36/A 36M (2005) Standard Specification for Carbon Structural SteelASTM A 467/A 467M (2007) Standard Specification for

14、Machine Coil and ChainASTM A 475 (2003) Standard Specification for Zinc-Coated Steel Wire StrandASTM A 484/A 484M (2006b) General Requirements for Stainless Steel Bars, Billets, and ForgingsASTM A 490 (2008a) Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Ten

15、sile StrengthASTM A 490M (2004ae1) Standard Specification for High-Strength Steel Bolts, Classes 10.9 and 10.9.3, for Structural Steel Joints (Metric)ASTM A 500/A 500M (2007) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and ShapesASTM A 501 (200

16、7) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural TubingASTM A 504/A 504M (2008) Standard Specification for Wrought Carbon Steel WheelsASTM A 514/A 514M (2005) Standard Specification for SECTION 05 50 15 Page 7Provided by IHSNot for ResaleNo reproduction or network

17、ing permitted without license from IHS-,-,-High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for WeldingASTM A 516/A 516M (2006) Standard Specification for Pressure Vessel Plates, Carbon Steel, for Moderate- and Lower-Temperature ServiceASTM A 519 (2006) Standard Specification f

18、or Seamless Carbon and Alloy Steel Mechanical TubingASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A 564/A 564M (2004) Standard Specification for Hot-Rolled and Cold-Finished Age-Hardening Stainless Steel Bars and ShapesASTM

19、A 572/A 572M (2007) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural SteelASTM A 588/A 588M (2005) Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point, with Atmospheric Corrosion ResistanceASTM A 618/A 618M (20

20、04) Standard Specification for Hot-Formed Welded and Seamless High-Strength Low-Alloy Structural TubingASTM A 653/A 653M (2007) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM A 668/A 668M (2004) Standard Specificat

21、ion for Steel Forgings, Carbon and Alloy, for General Industrial UseASTM A 780 (2001; R 2006) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized CoatingsASTM A 786/A 786M (2005) Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy

22、Steel Floor PlatesASTM A 924/A 924M (2007) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip ProcessASTM B 121/B 121M (2001; R 2006) Standard Specification for Leaded Brass Plate, Sheet, Strip, and Rolled BarASTM B 124/B 124M (2006) Standard Specificatio

23、n for Copper and Copper Alloy Forging Rod, Bar, and SECTION 05 50 15 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ShapesASTM B 138/B 138M (2006) Standard Specification for Manganese Bronze Rod, Bar and ShapesASTM B 148 (1997; R 2003e1) Stand

24、ard Specification for Aluminum-Bronze Sand CastingsASTM B 150/B 150M (2003) Standard Specification for Aluminum Bronze Rod, Bar, and ShapesASTM B 152/B 152M (2006ae1) Standard Specification for Copper Sheet, Strip, Plate, and Rolled BarASTM B 176 (2004) Standard Specification for Copper-Alloy Die Ca

25、stingsASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B 209M (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B 21/B 21M (2006) Standard Specification for Naval Brass Rod, Bar, and ShapesASTM B 211 (2003) Standard

26、 Specification for Aluminum and Aluminum-Alloy Bar, Rod, and WireASTM B 211M (2003) Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire (Metric)ASTM B 221 (2006) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesASTM B 23 (2000

27、; R 2005) Standard Specification for White Metal Bearing Alloys (known Commercially as “Babbitt Metal“)ASTM B 241/B 241M (2002) Standard Specification for Aluminum and Aluminum-Alloy Seamless Pipe and Seamless Extruded TubeASTM B 26/B 26M (2005) Standard Specification for Aluminum-Alloy Sand Casting

28、sASTM B 271 (2006) Standard Specification for Copper-Base Alloy Centrifugal CastingsASTM B 308/B 308M (2002) Standard Specification for Aluminum-Alloy 6061-T6 Standard Structural ProfilesASTM B 36/B 36M (2006) Standard Specification for Brass Plate, Sheet, Strip, and Rolled BarASTM B 429/B 429M (200

29、6) Standard Specification for SECTION 05 50 15 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Aluminum-Alloy Extruded Structural Pipe and TubeASTM B 505/B 505M (2007) Standard Specification for Copper-Base Alloy Continuous CastingsASTM B 584 (

30、2006a) Standard Specification for Copper Alloy Sand Castings for General ApplicationsASTM B 6 (2007) Standard Specification for ZincASTM B 62 (2002) Standard Specification for Composition Bronze or Ounce Metal CastingsASTM B 749 (2003) Standard Specification for Lead and Lead Alloy Strip, Sheet and

31、Plate ProductsASTM B 763 (2004) Standard Specification for Copper Alloy Sand Castings for Valve ApplicationASTM B 806 (2006) Standard Specification for Copper Alloy Permanent Mold Castings for General ApplicationsASTM B 824 (2004) General Requirements for Copper Alloy CastingsASTM D 1187 (1997; R 20

32、02e1) Asphalt-Base Emulsions for Use as Protective Coatings for MetalASTM F 436 (2007a) Hardened Steel WashersASTM F 436M (2004) Hardened Steel Washers (Metric)NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)NAAMM MBG 531 (2000) Metal Bar Grating ManualNAAMM MBG 531S (1989) Guide Sp

33、ecification for Stainless Steel GratingTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC Paint 25 (1997; E 2004) Paint Specification No. 25Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel Type I and Type IIU.S. ARMY CORPS OF ENGINEERS (USACE)EM 385-1-1 (2003) Safety - Safety and He

34、alth RequirementsU.S. GENERAL SERVICES ADMINISTRATION (GSA)CID A-A-1922 (Rev A; Notice 1) Shield, Expansion (Caulking Anchors, Single Lead)SECTION 05 50 15 Page 10Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CID A-A-1923 (Rev A; Notice 1) Shield,

35、Expansion (Lag, Machine and Externally Threaded Wedge Bolt Anchors)CID A-A-1924 (Rev A; Notice 1) Shield, Expansion (Self Drilling Tubular Expansion Shell Bolt AnchorsCID A-A-1925 (Rev A; Notice 1) Shield Expansion (Nail Anchors)CID A-A-55614 (Basic; Notice 1) Shield, Expansion (Non-Drilling Expansi

36、on Anchors)CID A-A-55615 (Basic; Notice 1) Shield, Expansion (Wood Screw and Lag Bolt Self-Threading AnchorsCID A-A-60005 (Basic; Notice 1) Frames, Covers, Gratings, Steps, Sump And Catch Basin, ManholeFS RR-C-271 (Rev D; Am 1) Chains and Attachments, Welded and WeldlessFS RR-W-410 (Rev E) Wire Rope

37、 and Strand1.2 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 to the minimum required for adequate quality control.A “G” following a

38、 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 Quality Control system. Only add a “G” if the submittal is sufficient

39、ly 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 approving authority. Codes for Army projects using the Resident Manage

40、ment 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 following the “G“ typically are not used for Navy, Air Force, and NASA

41、projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed SECTION 05 50 15 Page 11Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-item for Army projects.*Government approval is required for submitt

42、als with a “G“ designation; submittals not having a “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. Submit the following in accordance with Se

43、ction 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsMiscellaneous Metals G; G, _Shop Fabricated Metal Items; G; G, _Detail drawings indicating material thickness, type, grade, and class; dimensions; and construction details. Include in the drawings catablog cuts, erection details, manufacturers d

44、escriptive data and installation instructions, and templates. Detail drawings for the following items: _SD-03 Product DataMiscellaneous Metals G; G, _Shop Fabricated Metal Items; G; G, _Lists of materials, and records which identify the disposition of approved material and fabricated items in the wo

45、rk.SD-04 SamplesMiscellaneous Metals G; G, _Shop Fabricated Metal Items; G; G, _Samples of the following items: _. Samples of standard or fabricated items shall be full size, taken from manufacturers stock, and be complete as required for installation in the structure. Samples may be installed in th

46、e work, provided each sample is clearly identified and its location recorded.SD-06 Test ReportsMiscellaneous Metals G; G, _Shop Fabricated Metal Items; G; G, _Certified test reports for materials tests and analyses.1.3 QUALITY ASSURANCEQualify welders in accordance with AWS D1.1/D1.1M. Use procedure

47、s, materials, and equipment of the type required for the work.PART 2 PRODUCTS2.1 MISCELLANEOUS METALS or ASTM A 264, with cladding conforming to ASTM A 240/A 240M, UNS S30400. Bond cladding on one side of base metal. Nominal thickness of the cladding shall be 10 percent of the nominal total plate thickness or 2 mm 1/16 inch, whichever is greater. Do not vary the thickness of the cladding under the thickness specified by more than 2 percent of the nominal thickness of the clad plate. Provide sandblasted, pickled, or, blast-cleaned and pickled plate fin