NAVY UFGS-41 22 13 15-2008 BRIDGE CRANES OVERHEAD ELECTRIC UNDER RUNNING [Superseded ARMY UFGS-41 22 15 00 10 NAVY UFGS-41 22 13 14 20]《底行电动桥式起重机(代替 ARMY UFGS-41 22 15 00 10 NAVY U.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-41 22 13.15 (April 2008)-Preparing Activity: NAVFAC Superseding UFGS-41 22 13.14 20 (April 2006)UFGS 41 22 15.00 10 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 41 - MA

2、TERIAL PROCESSING AND HANDLING EQUIPMENTSECTION 41 22 13.15BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING04/08PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS1.3 REQUIREMENTS1.4 VERIFICATION OF DIMENSIONS1.5 SUBMITTALS1.6 QUALITY ASSURANCE1.6.1 Manufacturer Qualification1.6.2 Pre-Delivery Inspections1.6

3、.2.1 Inspection of Steel Castings1.6.2.2 Inspection of Hook Assembly1.6.3 Certificates1.6.4 Drawings: Under Running Overhead Electric Crane System1.6.5 Design Data: Load and Sizing Calculations1.6.6 Welding Qualifications and Procedure1.7 CRANE SAFETY1.7.1 Nuclear Safety AnalysisPART 2 PRODUCTS2.1 U

4、NDER RUNNING CRANE SYSTEM2.1.1 Power Characteristics2.1.2 Capacity2.1.3 Speeds B - Light Service; or Class C - Moderate Service. Minimum requirement for Navy Crane Center is Class C.NOTE: Do not use this guide specification to procure overhead electric traveling (OET) cranes of 9 metric ton 10 ton 9

5、072 kg 20,000 pounds capacity or greater; cranes that operate in “hazardous locations“ as defined in the National Electrical Code; nonstandard cranes; or cranes that handle hot (molten) metals, ordnance, or fissionable materials.Forward all procurement of crane systems at Naval Shore based activitie

6、s with rated capacities of 9072 kg 20,000 pounds, or for use in specialized applications to Naval Facilities Engineering Command, Navy Crane Center, Building 491, Norfolk Naval Shipyard, Portsmouth, Va., 23709-5000. (See NAVFAC Instruction 11450.1a of 22 January, 1997).NOTE: TO DOWNLOAD UFGS GRAPHIC

7、SGo to http:/www.wbdg.org/ccb/NAVGRAPH/graphtoc.pdf.*NOTE: Show the following information, as a minimum, on the project drawings:1. Complete details of plan, elevations, and sections of crane.2. Runway track system, including span and size of girder, runway rail size, channel cap size, size and loca

8、tion of crane stops, and building clearances.3. Electrical junction box location (including mounting height).*SECTION 41 22 13.15 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list

9、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, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Section

10、s Reference Article to automatically place the reference in the Reference Article. 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 reconcil

11、e references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.AMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)AGMA 2001 (2004d) Fundamental Rating Factors a

12、nd Calculation Methods for Involute Spur and Helical Gear TeethAGMA 2009 (2001b) Bevel Gear Classification, Tolerances and Measuring MethodsAGMA 2011 (1998a) Cylindrical Wormgearing Tolerance and Inspection MethodsAGMA 2015-1 (2001) Accuracy Classification System - Tangential Measurements for Cylind

13、rical GearsAGMA 6009 (2000a) Standard for Gearmotor Shaft Mounted and Screw Conveyor DrivesAGMA 6010 (1997f) Standard for Spur, Helical, Herringbone, and Bevel Enclosed DrivesAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)AISC 325 (2005) Manual of Steel ConstructionAISC S329 (1985) Allowable Stress

14、Design Specification for Structural Joints Using ASTM A 325 or A 490 BoltsSECTION 41 22 13.15 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2006; Errata 2006) Structural Welding Code - SteelAWS D1

15、4.1/D14.1M (2005) Welding Industrial and Mill Cranes and Other Material Handling EquipmentASME INTERNATIONAL (ASME)ASME B1.1 (2003) Unified Inch Screw Threads (UN and UNR Thread Form)ASME B18.2.2 (1987; R 2005) Standard for Square and Hex Nuts (Inch Series)ASME B30.10 (2005) Hooks Saftey Standard fo

16、r Cableways, Cranes, Derricks, Hoists, Hooks, Jacks and SlingsASME B30.11 (2004) Monorails and Underhung Cranes - Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and SlingsASME B30.16 (2007) Overhead Hoists (Underhung)Safety Standard for Cableways, Cranes, Derricks, Hoists, Ho

17、oks, Jacks and SlingsASME B30.17 (2006) Overhead and Gantry Cranes (Top Running Bridge, Single Girder, Underhung Hoists)ASME HST-4 (1999; R 2004) Performance Standard for Overhead Electric Wire Rope HoistsASME NUM-1 (2004) Rules for Construction of Cranes, Monorails, and Hoists with Bridge or Trolle

18、y or Hoist of the Underhung Type.ASTM INTERNATIONAL (ASTM)ASTM A 1023/A 1023M (2007) Standard Specification for Stranded Carbon Steel Wire Ropes for General PurposesASTM A 194/A 194M (2007) Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High-Pressure or High-Temperature Service

19、, or BothASTM A 275/A 275M (2007) Standard Test Method for Magnetic Particle Examination of Steel ForgingsASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 325 (2007a) Standard Specification for Structural Bolts, Steel, Heat Treated, SECTIO

20、N 41 22 13.15 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-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 563 (2007a) S

21、tandard Specification for Carbon and Alloy Steel NutsASTM A 563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM A 668/A 668M (2004) Standard Specification for Steel Forgings, Carbon and Alloy, for General Industrial UseASTM A 931 (1996; R 2002) Standard Test Method for Te

22、nsion Testing of Wire Ropes and StrandASTM E 543 (2006) Standard Practice for Agencies Performing Non-Destructive TestingASTM F 436 (2007a) Hardened Steel WashersASTM F 436M (2004) Hardened Steel Washers (Metric)ASTM F 959 (2007a) Compressible-Washer-Type Direct Tension Indicators for Use with Struc

23、tural FastenersASTM F 959M (2007) Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners (Metric)CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)CMAA 74 (2004) Top Running and Under Running Single Girder Electric Overhead Cranes Utilizing Under Running Trolley Hoist, N

24、o. 74MATERIAL HANDLING INDUSTRY OF AMERICA INC (MHIA)MHI MH27.1 (2003) Specifications for Underhung Cranes and Monorail SystemsNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA 250 (2003) Enclosures for Electrical Equipment (1000 Volts Maximum)NEMA ICS 3 (2005) Standard for Industrial Control

25、 and Systems: Medium Voltage Controllers Rated 2001 to 7200 Volts ACNEMA ICS 6 (1993; R 2006) Standard for Industrial Controls and Systems EnclosuresNEMA ICS 8 (2000; R 2005) Industrial Control and SECTION 41 22 13.15 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without

26、 license from IHS-,-,-Systems Crane and Hoist ControllersNEMA MG 1 (2007) Standard for Motors and GeneratorsNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 70 (2007) National Electrical Code - 2008 EditionU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910 Occupational Safety and Hea

27、lth Standards29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)29 CFR 1910.179 Overhead and Gantry Cranes29 CFR 1910.306 Specific Purpose Equipment and Installations1.2 DEFINITIONSa. Crane Bridge: That part of an overhead crane system consisting of girder(s), end trucks, end ties, walkwa

28、y, and drive mechanism which carries the trolley(s) and travels along the runway rails parallel to the runway. b. Crane Runway: The track system along which the crane operates horizontally, including track hangar rods, track connection devices, and runway structural supports.c. Dead Loads: The loads

29、 on a structure which remain in a fixed position relative to the structure.d. Girder: The principal horizontal beam of the crane bridge. It is supported by the crane end trucks. Normally the crane trolley mounted hoist is suspended from the girder below the crane.e. Live Load: A load which moves rel

30、ative to the structure under consideration.f. Patented Track: A generic term referring to track built in accordance with MHI MH27.1 utilizing a composite track section incorporating a proprietary bottom flange shape. For this crane system, it is provided for the crane bridge girder and also the cran

31、e runway track.g. Rated Load: For the purpose of this specification the rated load is defined as the maximum working load suspended under the load hook.h. Standard Commercial Cataloged Product: A product which is currently being sold, or previously has been sold, in substantial quantities to the gen

32、eral public, industry or Government in the course of normal business operations. Models, samples, prototypes or experimental units do not meet this definition. The term “cataloged“ as specified in this section is defined as “appearing on the manufacturers published product data sheets. These data SE

33、CTION 41 22 13.15 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-sheets must have been published or copyrighted prior to the issue date of this solicitation and have a document identification number or bulletin number.i. Trolley Mounted Hoist:

34、 A combined unit consisting of a wheeled trolley that provides horizontal motion along the bridge girder, and a hoist suspended from the trolley, that provides lifting and lowering of a freely suspended load.j. Underrunning (Underhung) Crane: An electric overhead traveling crane that is supported by

35、 crane end trucks suspended below the crane runway. The load is supported by hanging from the lower flange of a beam.k. Top Running Crane: An overhead electric traveling crane that is supported by end trucks which run on top of supporting rails.1.3 REQUIREMENTSThe requirements for the crane runway a

36、nd rail supporting structures are specified in Section 05 12 00, STRUCTURAL STEEL, and must conform to AISC 325.1.4 VERIFICATION OF DIMENSIONSThe Contractor is responsible for the coordination and proper relation of his work to the building structure and to the work of all trades. Verify all dimensi

37、ons of the building that relate to fabrication of the crane and notify the Contracting Officer of any discrepancy before finalizing the crane order.1.5 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only

38、the submittals required for the project. Submittals should 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 submit

39、tal item is not 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 on Army projects, a code of up to three characters within the submit

40、tal 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 Division or other organization in the District Office); “AO“ for Area Off

41、ice; “RO“ for Resident Office; and “PO“ for Project Office. Codes SECTION 41 22 13.15 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-following the “G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed ite

42、m 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 for Contractor Quality Control approval.for information only. When used, a designation fo

43、llowing the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsUnder Running Overhead Electric Crane system; G; G, _SD-03 Product DataUnder Running Overhead Electric

44、 Crane system; G; G, _Submit data for all system components, including the following:bridge end trucks; G; G, _hoist trolley; G; G, _crane controllers; G; G, _couplings; G; G, _ pendant push-button station; G; G, _ Radio Controls; G; G, _ Inverter Duty Motors; G; G, _ Crane Control Parameter Setting

45、s; G; G, _crane electrification; G; G, _motors; G; G, _brakes; G; G, _Crane runway track system; G; G, _Overload Protection; G; G, _Hoist Limit Switches; G; G, _SD-05 Design DataLoad and sizing calculations; G; G, _Crane bridge girder; G; G, _SECTION 41 22 13.15 Page 10Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Crane runway track system; G; G, _Custom runway track suspension devices; G; G, _SD-06 Test ReportsHook and hook nut magnetic particle tests; G; G, _Hook Proof Test; G; G, _Hoisting rope breaking strength; G; G, _Load Test; G; G, _