NAVY UFGS-05 12 00-2011 STRUCTURAL STEEL《结构钢》.pdf

1、*USACE / NAVFAC / AFCESA UFGS-05 12 00 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-05 12 00 (November 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION TABLE OF CONTENTSDIVISION 05 - METALSSECTION 05 12 00STRUCTURAL STEEL11/1

2、1PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.3 SUBMITTALS1.4 AISC QUALITY CERTIFICATION1.5 SEISMIC PROVISIONS1.6 QUALITY ASSURANCE1.6.1 Drawing Requirements1.6.2 Certifications1.6.2.1 Overhead, Top Running Crane Rail Beam1.6.2.2 Erection Plan1.6.2.3 Welding Procedures and QualificationsPART

3、2 PRODUCTS2.1 STEEL2.1.1 Structural Steel2.1.2 High-Strength Structural Steel2.1.2.1 Low-Alloy Steel2.1.2.2 Quenched and Tempered Alloy Steel2.1.3 Weathering Structural Steel2.1.4 Structural Grade Carbon-Manganese Steel2.1.5 Structural Shapes for Use in Building Framing2.1.6 Structural Steel Tubing2

4、.1.7 Steel Pipe2.2 BOLTS, NUTS, AND WASHERS2.2.1 Structural Steel , Steel Pipe2.2.1.1 Bolts2.2.1.2 Nuts2.2.1.3 Washers2.2.2 High-Strength Structural Steel and Structural Steel Tubing2.2.2.1 Bolts2.2.2.2 Nuts2.2.2.3 Washers2.2.3 Weathering Structural SteelSECTION 05 12 00 Page 1Provided by IHSNot for

5、 ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.3.1 Bolts2.2.3.2 Nuts2.2.3.3 Washers2.2.4 Foundation Anchorage2.2.4.1 Anchor Bolts2.2.4.2 Anchor Nuts2.2.4.3 Anchor Washers2.2.4.4 Anchor Plate Washers2.2.5 Load Indicator Washers2.2.6 Load Indicator Bolts2.2.7 Self-Lock

6、ing Nuts2.3 STRUCTURAL STEEL ACCESSORIES2.3.1 Welding Electrodes and Rods2.3.2 Non-Shrink Grout2.3.3 Welded Shear Stud Connectors2.3.4 Pins and Rollers2.4 SHOP PRIMER2.5 GALVANIZING2.6 OVERHEAD, TOP RUNNING CRANE RAIL2.7 FABRICATION2.7.1 Markings2.7.2 Shop Primer2.7.2.1 Cleaning2.7.2.2 Primer2.7.3 F

7、ireproofing and Epoxy Coated Surfaces2.7.4 Surface Finishes2.8 DRAINAGE HOLESPART 3 EXECUTION3.1 FABRICATION3.2 INSTALLATION3.2.1 Overhead, Top Running Cranes3.3 ERECTION3.3.1 STORAGE3.4 CONNECTIONS3.4.1 Common Grade Bolts3.4.2 High-Strength Bolts3.4.2.1 Installation of Load Indicator Washers (LIW)3

8、.5 GAS CUTTING3.6 WELDING3.6.1 Removal of Temporary Welds, Run-Off Plates, and Backing Strips3.7 SHOP PRIMER REPAIR3.7.1 Field Priming3.8 GALVANIZING REPAIR3.9 FIELD QUALITY CONTROL3.9.1 Welds3.9.1.1 Visual Inspection3.9.1.2 Nondestructive Testing3.9.2 Load Indicator Washers3.9.2.1 Load Indicator Wa

9、sher Compression3.9.2.2 Load Indicator Gaps3.9.3 Overhead, Top Running Crane Rails and Beams3.9.4 High-Strength Bolts3.9.4.1 Testing Bolt, Nut, and Washer Assemblies3.9.4.2 Inspection3.9.4.3 Testing3.9.5 Testing for Embrittlement3.10 SPECIAL INSPECTION AND TESTING FOR SEISMIC-RESISTING SYSTEMSSECTIO

10、N 05 12 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,- End of Section Table of Contents -SECTION 05 12 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA UFGS

11、-05 12 00 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-05 12 00 (November 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION 05 12 00STRUCTURAL STEEL11/11*NOTE: This guide specification covers requirements for structural steel

12、used in building construction. The following publications should be reviewed for material selection and additional specification requirements before using this guide specification for the following types of construction:Highway Bridges - American Association of State Highway and Transportation Offic

13、ials (AASHTO)Railroad Bridges - American Railway Engineering SECTION 05 12 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2. Designations of steel members;3. Yield strength of steel used in design;4. Locations where galvanized steel will be

14、 used;5. Types of connections (welded and bolted), including adjustable runway support connections if overhead, top running cranes are provided;6. Locations where high-strength bolts and slip critical connections are required and the loads and stresses required if design is provided by Contractor; a

15、nd7. The location of welds requiring nondestructive testing, along with the type of testing required.*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 onl

16、y 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 Article. Also use the Reference Wizards Check Reference fe

17、ature 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 form a part of this specification to the extent referenced.

18、 The publications are referred to within the text by the basic designation only.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO HB-17 (2002; Errata 2003; Errata 2005, 17th Edition) Standard Specifications for Highway BridgesAMERICAN INSTITUTE OF STEEL CONSTRUCTION (

19、AISC)AISC 201 (2006) AISC Certification Program for Structural Steel FabricatorsSECTION 05 12 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AISC 303 (2010) Code of Standard Practice for Steel Buildings and BridgesAISC 325 (2011) Steel Cons

20、truction ManualAISC 326 (2009) Detailing for Steel ConstructionAISC 810 (1997) Design Guide 10: Erection Bracing of Low-Rise Structural Steel BuildingsANSI/AISC 341 (2005; Suppl No. 1 2005) Seismic Provisions for Structural Steel BuildingsANSI/AISC 360 (2010) Specification for Structural Steel Build

21、ingsAMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION (AREMA)AREMA Eng Man (2010) Manual for Railway EngineeringAMERICAN WELDING SOCIETY (AWS)AWS A2.4 (2007) Standard Symbols for Welding, Brazing and Nondestructive ExaminationAWS D1.1/D1.1M (2010) Structural Welding Code - SteelASME IN

22、TERNATIONAL (ASME)ASME B46.1 (2009) Surface Texture, Surface Roughness, Waviness and LayASTM INTERNATIONAL (ASTM)ASTM A108 (2007) Standard Specification for Steel Bar, Carbon and Alloy, Cold-FinishedASTM A123/A123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Stee

23、l ProductsASTM A143/A143M (2007) Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting EmbrittlementASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A193/A193M (2011)

24、 Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose ApplicationsASTM A242/A242M (2004; R 2009) Standard Specification for High-Strength Low-Alloy Structural SteelSECTION 05 12 00 Page 6Provided by IHSNot for ResaleNo re

25、production or networking permitted without license from IHS-,-,-ASTM A276 (2010) Standard Specification for Stainless Steel Bars and ShapesASTM A307 (2010) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A325 (2010) Standard Specification for Structural Bolts

26、, Steel, Heat Treated, 120/105 ksi Minimum Tensile StrengthASTM A325M (2009) Standard Specification for Structural Bolts, Steel, Heat Treated, 830 MPa Minimum Tensile Strength (Metric)ASTM A36/A36M (2008) Standard Specification for Carbon Structural SteelASTM A490 (2010ae1) Standard Specification fo

27、r Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile StrengthASTM A490M (2010) Standard Specification for High-Strength Steel Bolts, Classes 10.9 and 10.9.3, for Structural Steel Joints (Metric)ASTM A500/A500M (2010a) Standard Specification for Cold-Formed Welded and Seamless Carbo

28、n Steel Structural Tubing in Rounds and ShapesASTM A501 (2007) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural TubingASTM A514/A514M (2005; R 2009) Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for WeldingASTM A529

29、/A529M (2005; R 2009) Standard Specification for High-Strength Carbon-Manganese Steel of Structural QualityASTM A53/A53M (2010) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A563 (2007a) Standard Specification for Carbon and Alloy Steel NutsASTM A

30、563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM A572/A572M (2007) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural SteelSECTION 05 12 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS

31、-,-,-ASTM A588/A588M (2010) Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point, with Atmospheric Corrosion ResistanceASTM A6/A6M (2011) Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and She

32、et PilingASTM A618/A618M (2004; R 2010) Standard Specification for Hot-Formed Welded and Seamless High-Strength Low-Alloy Structural TubingASTM A668/A668M (2004; R 2009) Standard Specification for Steel Forgings, Carbon and Alloy, for General Industrial UseASTM A709/A709M (2011) Standard Specificati

33、on for Structural Steel for BridgesASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized CoatingsASTM A992/A992M (2011) Standard Specification for Structural Steel ShapesASTM B695 (2004; R 2009) Standard Specification for Coatings of Zinc Mechanicall

34、y Deposited on Iron and SteelASTM C1107/C1107M (2011) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)ASTM C827/C827M (2010) Change in Height at Early Ages of Cylindrical Specimens from Cementitious MixturesASTM F 1554 (2007a) Standard Specification for Anchor Bolts, Steel

35、, 36, 55, and 105-ksi Yield StrengthASTM F 436 (2011) Hardened Steel WashersASTM F 436M (2010) Hardened Steel Washers (Metric)ASTM F 844 (2007a) Washers, Steel, Plain (Flat), Unhardened for General UseASTM F 959 (2009) Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasten

36、ersASTM F 959M (2007) Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners (Metric)SECTION 05 12 00 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)CMAA 70 (2004)

37、EnviroTop Running and Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes, No. 70THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC PA 1 (2000; E 2004) Shop, Field, and Maintenance Painting of SteelSSPC PS 13.01 (1982; E 2004) Epoxy Polyamide Painting SystemSSPC Paint 25 (1997; E 2

38、004) Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel, Type I and Type IISSPC SP 3 (1982; E 2004) Power Tool CleaningSSPC SP 6/NACE No.3 (2007) Commercial Blast CleaningU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1926.756 Steel Erection; Beams and Columns1.2 S

39、YSTEM DESCRIPTION*NOTE: The design should be checked to ensure that adequate supports at appropriate spacings have been provided for the installation of piping, expansion tanks, unit heaters, suspended ceilings and similar items. Provisions for using self-locking nuts should be considered where shoc

40、k or vibration would be a problem.*Provide the structural steel system, including shop primer galvanizing, complete and ready for use. Structural steel systems including design, materials, installation, workmanship, fabrication, assembly, erection, inspection, quality control, and testing shall be p

41、rovided in accordance with ANSI/AISC 360 and ANSI/AISC 341 except as modified in this contract.1.3 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 s

42、hould be kept to 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 SECTION 05 12 00 Page 9Provided by IH

43、SNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-complex and can be reviewed through the Contractors 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

44、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 Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Divis

45、ion 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 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 “G“ designation are