1、*USACE / NAVFAC / AFCESA / NASA UFGS-41 22 13.13 (April 2008)-Preparing Activity: NAVFAC SupersedingUFGS-41 22 15.00 10 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 41 - MATERIAL PROCESSING AND HANDLING EQ
2、UIPMENTSECTION 41 22 13.13BRIDGE CRANES04/08PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS1.3 SYSTEM DESCRIPTION1.3.1 Load and Sizing Calculations1.3.2 OET Design Criteria1.3.2.1 General1.3.2.2 Classification1.3.2.3 Rated Capacity and Speeds1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Manufacturer Qualific
3、ation1.5.2 Pre-Delivery Inspections1.5.3 Certificates1.5.4 Overhead Electric Traveling (OET) Crane(s)1.5.5 Welding Qualifications and Procedures1.5.6 Safety Requirements1.6 DELIVERY, STORAGE, AND HANDLING1.7 EXTRA MATERIALSPART 2 PRODUCTS2.1 MATERIALS2.1.1 General2.1.2 Nameplates2.1.3 Prohibited Use
4、 of Asbestos Products2.1.4 Capacity Plates2.1.5 Safety Warnings2.2 STRUCTURAL MATERIALS2.2.1 Bolts, Nuts and Washers2.2.2 Bridge Girder or Girders2.2.3 Bridge Rails or Bars2.2.4 End Ties and Bridge Girder End Connections2.2.5 Bridge End Trucks2.2.6 Trolley FrameSECTION 41 22 13.13 Page 1Provided by
5、IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.7 End Stops and Bumpers2.2.8 Footwalks2.2.9 Runway Rails2.2.10 Operators Cab2.2.10.1 Design2.2.10.2 Cab Construction2.2.11 Additional Provisions for Outside Service2.3 MECHANICAL EQUIPMENT2.3.1 Variable Frequen
6、cy Drives2.3.1.1 Bridge Drives2.3.1.2 Trolley Drives2.3.1.3 Micro-Drives2.3.2 Gearing2.3.2.1 Gear Reducers2.3.2.2 Open Gearing2.3.3 Brakes2.3.4 Wheels2.3.5 Bearings2.3.6 Anti-Drip Provisions2.4 ELECTRICAL COMPONENTS2.4.1 Explosion Proof Requirements2.4.2 Control Systems2.4.2.1 Travel Motion Control
7、System2.4.2.2 Drive Control System2.4.3 Power Sources2.4.3.1 System Supply Voltage2.4.3.2 Transformers2.4.4 Motors2.4.4.1 General Requirements for Motors2.4.4.2 Bridge and Trolley Drive Motors2.4.4.3 Motor Enclosures2.4.4.4 Motor Insulation and Time Rating2.4.4.5 Bridge and Trolley Motor Insulation
8、and Time Rating2.4.4.6 Micro-Motors2.4.5 Electric Brakes2.4.5.1 Brakes2.4.5.2 Hoist Brake Time Delay2.4.5.3 Automatic Stop System2.4.6 Control System2.4.6.1 Control Panels2.4.6.2 Bridge and Trolley Control2.4.6.3 Drift Point2.4.7 Cab Control Station2.4.7.1 General2.4.7.2 Cab Indications2.4.7.3 Cab C
9、ontrols2.4.7.4 Cab Heating and Ventilating and Air-Conditioning2.4.8 Pendant Control Station2.4.8.1 General2.4.8.2 Operating Pushbuttons2.4.8.3 Light Indicators2.4.8.4 Pendant Drive Control2.4.8.5 Transfer of Control Stations2.4.9 Radio Remote Control, Infrared Remote Control2.4.9.1 General2.4.9.2 T
10、ransmitter2.4.10 Protection2.4.10.1 Main Line Disconnect2.4.10.2 Isolation TransformerSECTION 41 22 13.13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.4.10.3 Surge Protection2.4.10.4 Circuit Breakers2.4.10.5 Overloads2.4.11 Limit-Switches2
11、.4.11.1 Bridge and Trolley Travel Limit-Switches2.4.11.2 Rail Clamp Limit-Switches2.4.12 Wiring2.4.13 Electrification2.4.13.1 Main Power Electrification2.4.13.2 Crane Runway Conductors2.4.13.3 Bridge Span Conductors2.4.13.4 Pendant Festoon System2.4.13.5 Pendant Drive System2.4.13.6 Pendant Retracti
12、on System2.4.14 Special Requirements2.4.14.1 Warning Horn2.4.14.2 Accessory Power2.4.14.3 Receptacles2.4.14.4 Lighting2.4.14.5 Wind Indication and Alarm2.4.14.6 Electrically-Driven Oil Pump Alarm2.4.15 Load-Limit System2.4.15.1 Load-Sensing Electronics2.4.15.2 Alarm and Indicator Light2.4.16 Fungus
13、Resistance2.5 ELECTROMAGNETIC INTERFERENCE SUPPRESSION2.5.1 Shielded Cable2.5.2 EMI/RFI Shielded Boxes2.5.2.1 General2.5.2.2 Construction2.5.2.3 Attenuation2.5.2.4 Finish2.5.3 Drum GroundingPART 3 EXECUTION3.1 EXAMINATION3.2 ERECTION3.2.1 Shop Assembly3.2.2 Mechanical Alignment3.2.3 Electrical Align
14、ment3.2.4 Welding3.2.5 Field Painting3.3 ACCEPTANCE TESTING3.3.1 General3.3.1.1 Test Sequence3.3.1.2 Test Data3.3.1.3 Equipment Monitoring3.3.2 Trolley Travel3.3.3 Bridge Travel3.3.4 Bridge Crane Tests3.3.4.1 Dynamic Load Tests3.3.4.2 Trolley and Bridge Loss of Power Test3.3.5 Overload Tests3.3.6 Ac
15、celeration and Deceleration Tests3.3.7 Grounding Test3.3.8 Adjustments and Repairs3.4 SCHEMATIC DIAGRAMS3.5 MANUFACTURERS FIELD SERVICE REPRESENTATIVESECTION 41 22 13.13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.6 OPERATION AND MAINTENA
16、NCE MANUALS3.7 FIELD TRAINING3.8 FINAL ACCEPTANCE- End of Section Table of Contents -SECTION 41 22 13.13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-41 22 13.13 (April 2008)-Preparing Activity: NAVFAC Su
17、persedingUFGS-41 22 15.00 10 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 41 22 13.13BRIDGE CRANES04/08*NOTE: This guide specification covers the requirements for overhead electric traveling (OET) bridge cranes with capacities grea
18、ter than 9 tons 10 tons 9072 kg 20,000 pounds, but less than 27 metric tons 30 tons 27,000 kg 60,000 pounds, suitable for indoor or outdoor use in hazardous or non-hazardous environments.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracke
19、ted items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of th
20、e specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).This guide specification includes tailoring options for NASA, USACE, NAVFAC, kilo
21、gram-pounds (per NAVFAC P-307), and tons. Selection or deselection of a tailoring option (select view-tailoring options) will include or exclude that option in the section. Specific project editing is still required for the resulting section.Forward all procurement of crane systems at Naval Shore ba
22、sed activities with rated capacities of 9072 kg (20,000 pounds) or greater, or for use in specialized applications to: Naval Facilities Engineering Command, Navy Crane Center, Building 491, Norfolk Naval Shipyard, Portsmouth, Va., SECTION 41 22 13.13 Page 5Provided by IHSNot for ResaleNo reproductio
23、n or networking permitted without license from IHS-,-,-23709-5000. (See NAVFAC Instruction 11450.1a of 22 January, 1997).*PART 1 GENERAL*NOTE: Use SECTION 41 22 13.14 for BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING, (under 9 tons10 tons 9072 kg 20,000 pounds capacity, CMAA 70 - Class A, B, or C.)U
24、se SECTION 41 22 13.15 for BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING, (under 9 tons10 tons 9072 kg20,000 pounds capacity, CMAA 74 - Class A, B, or C.)Use SECTION 41 22 23.19 for MONORAIL HOISTS (manual, electric, or air-powered.Types of crane covered, (more than 9.07 tons 10 tons 9072 kg 20000
25、 pounds, but less than 27.2 tons30 tons 27215 kg 60000 pounds, including:(1) top-running bridge and trolley, multiple-girder, with CMAA 70 service class of A through E,(2) top-running bridge/gantry, underhung trolley, single girder, with CMAA 74 service class of moderate, and(3) underhung bridge/gan
26、try and trolley, single-girder, with CMAA 74 service class of moderate.Control types and systems may be specified as follows:1. Remote, Cab, or Pendant Crane Controls or a combination of the three can be provided.2. Alternating current or dc control systems can be specified.Crane Terminology: - refe
27、r to DEFINITIONS in this specification.a. Top-running bridge is a bridge which travels on the top surface of rails of a fixed runway structure.b. Top-running Trolley is a trolley which travels on the top surfaces of rails of the bridge girder(s).c. Under-running Trolley is a trolley/hoist unit which
28、 travels on the bottom flange of the bridge girder.*SECTION 41 22 13.13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publi
29、cations 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 Referenc
30、e 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 reconcile references in the publish print process.*The publications listed below
31、 form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)AGMA 2001 (2004d) Fundamental Rating Factors and Calculation Methods for Involute Spur and Helical Gear TeethAGMA
32、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 Cylindrical GearsAGMA 6009 (2000a) Standard for Gearmotor Shaft Mounted an
33、d 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 ConstructionAMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS (ASHRAE)ASHRAE 90.1 - IP (20
34、04; Addendas a,b,c,d,e,f,g,h,i,j,k,l,m,n,o,p,r,s,t,u,v,x,ak 2006; Supp to Addendas 2006; Errata 2007; SECTION 41 22 13.13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Interpretations 8 - 15:2007) Energy Standard for Buildings Except Low-Rise
35、 Residential Buildings, I-P EditionASHRAE 90.1 - SI (2004; Addendas a,b,c,d,e,f,g,h,i,j,k,l,m,n,o,p,r,s,t,u,v,x,ak 2006; Supp to Addendas 2006; Errata 2007; Interpretations 8 - 15:2007) Energy Standard for Buildings Except Low-Rise Residential Buildings, SI EditionAMERICAN WELDING SOCIETY (AWS)AWS D
36、1.1/D1.1M (2006; Errata 2006) Structural Welding Code - SteelAWS D14.1/D14.1M (2005) Welding Industrial and Mill Cranes and Other Material Handling EquipmentASME INTERNATIONAL (ASME)ASME B30.10 (2005) Hooks Saftey Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks and SlingsASME B30.16 (
37、2007) Overhead Hoists (Underhung)Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks and SlingsASME B30.17 (2006) Overhead and Gantry Cranes (Top Running Bridge, Single Girder, Underhung Hoists)ASME B30.2 (2005) Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Gir
38、der, Top Running Trolley Hoist)ASME HST-1 (1999; R 2004) Performance Standard for Electric Chain HoistsASME HST-4 (1999; R 2004) Performance Standard for Overhead Electric Wire Rope HoistsASME NOG-1 (2004) Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)ASME
39、 NUM-1 (2004) Rules for Construction of Cranes, Monorails, and Hoists with Bridge or Trolley 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 159 (1983; R 2006) Standard Specifica
40、tion for Automotive Gray Iron CastingsSECTION 41 22 13.13 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM A 275/A 275M (2007) Standard Test Method for Magnetic Particle Examination of Steel ForgingsASTM A 307 (2007b) Standard Specification
41、 for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 325 (2007a) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile StrengthASTM A 325M (2007) Standard Specification for Structural Bolts, Steel, Heat Treated, 830 Mpa Minimum Tensile Strength
42、 (Metric)ASTM A 490 (2006) Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile 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 563 (2007a) Standard Spec
43、ification 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 Tension Testin
44、g of Wire Ropes and StrandASTM B 438/B 438M (2005) Standard Specification for Sintered Bronze Bearings (Oil Impregnated)ASTM B 439 (2007) Standard Specification for Iron-Base Sintered Bearings (Oil-Impregnated)ASTM B 612 (2000) Standard Specification for Iron Bronze Sintered Bearings (Oil-Impregnate
45、d)ASTM B 633 (2007) Standard Specification for Electrodeposited Coatings of Zinc on Iron and SteelASTM E 125 (1963; R 2003) Photographs for Magnetic Particle Indications on Ferrous CastingsASTM F 436 (2007a) Hardened Steel WashersASTM F 436M (2004) Hardened Steel Washers (Metric)SECTION 41 22 13.13 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM F 959 (2007a) Compressible-Washer-Type Direct Tension Indicators for Use with Structural FastenersASTM F 959M (2007) Compressible-Washer-Type Direct
