1、*USACE / NAVFAC / AFCESA / NASA UFGS-41 22 23.19 (April 2008)-Preparing Activity: NAVFAC SupersedingUFGS-41 22 23.19 10 (April 2006)UFGS-41 22 03.13 20 (April 2006)UFGS-41 22 03.16 20 (April 2006)UFGS-41 22 03.19 20 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with
2、UMRL dated April 2008*SECTION TABLE OF CONTENTSDIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENTSECTION 41 22 23.19MONORAIL HOISTS04/08PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Design Data: Structural Design Calculations1.2.2 Design Requirements1.2.2.1 Track Welding1.2.2.2 Trade
3、 Coordination1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Certificates: Load ChainWire Rope1.4.2 Pre-Erection Inspection1.5 DELIVERY, STORAGE, AND HANDLING1.5.1 Delivery and Storage1.5.2 Handling1.6 MAINTENANCEPART 2 PRODUCTS2.1 IDENTIFICATION PLATES2.2 OVERHEAD MONORAIL SYSTEM2.2.1 Capacity and Speed2.
4、2.2 Material and Design Requirements2.2.3 Safety2.3 MONORAIL TRACK SYSTEM2.3.1 Quick Shutoff2.3.2 Track Beam System2.3.3 Track Suspension System2.4 MANUAL HOIST2.5 ELECTRIC WIRE ROPE HOIST2.5.1 Hoisting Ropes2.5.2 Sheaves2.5.3 DrumSECTION 41 22 23.19 Page 1Provided by IHSNot for ResaleNo reproductio
5、n or networking permitted without license from IHS-,-,-2.6 ELECTRIC CHAIN HOIST2.7 AIR POWERED WIRE ROPE HOIST2.7.1 Hoist Wire Rope2.7.2 Sheaves2.7.3 Drum2.8 AIR POWERED CHAIN HOIST2.9 TROLLEY2.10 MOTORS2.10.1 Trolley Motors2.10.2 Hoist Motors2.10.3 Adjustable Frequency Drive Controls2.10.3.1 Trolle
6、y Electric Drive2.10.3.2 Hoist Electric Drive2.10.3.3 Electric Drive Speed Control2.10.3.4 Dynamic Braking2.11 CONTROLS2.12 LIMIT SWITCHES2.13 BRAKES2.13.1 Hoist Load Brake2.13.2 Air Hoist Brake2.13.3 Spring Applied Hoist Brake2.13.4 Trolley Brake2.14 LOAD BLOCK AND HOOK2.14.1 Non-Destructive Testin
7、g2.14.2 Hook and Hook Nut Magnetic Particle Inspections2.15 BEARINGS2.16 ELECTRIFICATION2.17 PAINTING SYSTEMPART 3 EXECUTION3.1 ERECTION AND INSTALLATION3.2 ERECTION SERVICES3.3 FIELD QUALITY CONTROL3.3.1 Post-Erection Inspection3.3.2 Operational Tests3.3.3 Test Data3.3.4 Hook Tram Measurement3.3.5
8、No-Load Test3.3.6 125% Rated Load Test3.3.7 Rated Load Speed Test3.4 MONORAIL FIELD TEST PROCEDURES3.4.1 General Instructions3.4.2 Equipment Monitoring3.4.3 Hooks3.4.4 Preparing For Load Testing3.4.5 Precautions During Load Testing3.4.6 Testing3.4.6.1 No Load Test3.4.6.2 Hoist Load Testing3.4.6.3 10
9、0 Percent of Rated Capacity (+0%, -5%) Load Test3.4.6.4 125 Percent of Rated Capacity (+5%, -0%) Load Test- End of Section Table of Contents -SECTION 41 22 23.19 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UF
10、GS-41 22 23.19 (April 2008)-Preparing Activity: NAVFAC SupersedingUFGS-41 22 23.19 10 (April 2006)UFGS-41 22 03.13 20 (April 2006)UFGS-41 22 03.16 20 (April 2006)UFGS-41 22 03.19 20 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2008*SECTION 41 2
11、2 23.19MONORAIL HOISTS04/08*NOTE: This guide specification covers the requirements for monorail hoists with manual, electric, or air powered lifting chains or wire rope; with or without manual, electric or air powered trolleys and other accessories.Edit this guide specification for project specific
12、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.Comments and suggestions on this guide specification are w
13、elcome 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 submitted as a Criteria Change Request (CCR).This guide specific
14、ation includes tailoring options for LANTDIVENGCOM, NASA, NAVFAC, and USACE. 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.*PART 1 GENERAL*NOTE: T
15、his guide specification is not to be used SECTION 41 22 23.19 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-for monorail systems that operate in hazardous areas as defined in the National Electrical Code, or for nonstandard monorail systems t
16、hat handle hot metals, ordnance, or fissionable materials.NOTE: Forward all procurement of monorail systems at Naval Shore based activities with rated capacities of 20,000 lbs or greater, or for use in specialized applications, to: Naval Facilities Engineering Command, Navy Crane Center, Building 49
17、1, Norfolk Naval Shipyard, Portsmouth, Virginia, 23709-5000.(See NAVFAC Instruction 11450.1a, 22 January 1997.)NOTE: Show the following information on the project drawings:1. Sketch of monorail hoist, hook, and trolley system, including data.2. Runway track system.3. Electrical junction box location
18、 (including mounting height).*1.1 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, date, and title.Use the R
19、eference 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 feature to update the issue dates.References not used in the text will automatically be
20、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. The publications are referred to within the text by the basic designation only.AMERIC
21、AN INSTITUTE OF STEEL CONSTRUCTION (AISC)AISC 348 (2000) Structural Joints Using ASTM A325 or A490 BoltsSECTION 41 22 23.19 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2006; Errata 2006) Structu
22、ral Welding Code - SteelASME INTERNATIONAL (ASME)ASME 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, Hooks, Jacks an
23、d SlingsASME HST-1 (1999; R 2004) Performance Standard for Electric Chain HoistsASME HST-2 (1999; R 2004) Performance Standard for Hand Chain Manually Operated Chain HoistsASME HST-3 (1999; R 2004) Performance Standard for Manually Lever Operated Chain HoistsASME HST-4 (1999; R 2004) Performance Sta
24、ndard for Overhead Electric Wire Rope HoistsASME HST-5 (1999; R 2004) Performance Standard for Air Chain HoistsASME HST-6 (1999; R 2004) Performance Standard for Air Wire Rope HoistsASTM INTERNATIONAL (ASTM)ASTM A 1023/A 1023M (2007) Standard Specification for Stranded Carbon Steel Wire Ropes for Ge
25、neral PurposesASTM A 275/A 275M (2007) Standard Test Method for Magnetic Particle Examination of Steel ForgingsASTM 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, Stee
26、l, Heat Treated, 830 Mpa Minimum Tensile Strength (Metric)ASTM A 563 (2007a) Standard Specification for Carbon and Alloy Steel NutsASTM A 563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM E 543 (2006) Standard Practice for Agencies Performing Non-Destructive TestingSECT
27、ION 41 22 23.19 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM E 709 (2001) Standard Guide for Magnetic Particle ExaminationASTM F 436 (2007a) Hardened Steel WashersASTM F 959 (2007a) Compressible-Washer-Type Direct Tension Indicators for
28、 Use with Structural 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 T
29、rolley Hoist, No. 74MATERIAL HANDLING INDUSTRY OF AMERICA INC (MHIA)MHI MH27.1 (2003) Specifications for Underhung Cranes and Monorail SystemsMHI MH27.2 (2003) Specifications for Enclosed Track Underhung Cranes and Monorail SystemsNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA ESPG (2004)
30、Electrical Standards and Product GuideNEMA ICS 8 (2000; R 2005) Industrial Control and Systems Crane and Hoist ControllersNEMA MG 1 (2007) Standard for Motors and GeneratorsNEMA MG 2 (2001; Rev 1 2007) Safety Standard for Construction and Guide for Selection, Installation, and Use of Electric Motors
31、 and GeneratorsNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 70 (2007) National Electrical Code - 2008 EditionU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910.179 Overhead and Gantry Cranes1.2 SYSTEM DESCRIPTION*NOTE: Standard hoists capacities are 1, 5, and 10 metric tons tons
32、907, 4536, and 9072 kg 2000, 10,000, and 20,000 pounds.SECTION 41 22 23.19 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Select the appropriate reference in the following paragraph to coincide with the equipment selected as follows:ASME HST-1
33、 for electrical chain hoistsASME HST-2 for hand operated chain hoistsASME HST-3 for lever operated manual chain hoistsASME HST-4 for overhead electric wire rope hoistsASME HST-5 for air chain hoistsASME HST-6 for air wire rope hoistsThe above stated references each include separate appendices for ma
34、rine and DoD applications.*Provide a monorail system with manual hoistelectric powered hoistair-powered and plain type (hand operated)hand chain operatedelectric poweredtrolley complete, tested and ready for operation. Monorail, hoist, trolley, equipment, materials, installation, examination, inspec
35、tion, and workmanship shall conform to the applicable requirements of NFPA 70, ASME B30.11, ASME B30.16, ASME HST-1, ASME HST-2, ASME HST-3, ASME HST-4, ASME HST-5, ASME HST-6, MHI MH27.1 and MHI MH27.2, as modified and supplemented by this specification. Reference in these publications to the “auth
36、ority having jurisdiction“ means the “Contracting Officer.“1.2.1 Design Data: Structural Design CalculationsSubmit structural design calculations verifying the size of structural members, structural supports (fittings, rods, brackets, and components), and lifting beams for the track beam system. Inc
37、lude stress and loading diagrams. Submit calculations with monorail drawings. Submit additional product data for commercially procured items, including as a minimum, the following items:Festoon SystemRunway Electrification SystemVariable Frequency DrivesBumpersEnd Stops1.2.2 Design Requirements*NOTE
38、: Indicate on the plan drawings a schematic line for the location of the centerline of monorail track beam, including curves and switches. Only indicate the dimensions that are critical to locating points such as the end of the travel range of the hoist operating hook at each end of the track beam.
39、Indicate any critical clearance requirements for the area adjacent the monorail track beam.Indicate on the elevation drawings a generic elevation for the monorail beam. Only indicate the dimensions that are critical to locating points such as the ends of the vertical travel range of the hoist operat
40、ing hook. Indicate any clearance SECTION 41 22 23.19 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-requirements for the area above the monorail track beam.When there is one hoist on one monorail system, the capacity rating of the monorail tra
41、ck beam and beam hangers must be equal to the hoist capacity. When there is more than one hoist on the monorail track beam, design and construct the monorail track beam and beam hangers for the most stressful positioning of the hoists on the track beam.*Submit shop drawings showing crane capacity, h
42、ook envelope, and the general arrangement of the track beam system, including curves and switches, clearances, principal dimensions, details of structural connections, and all component details. Include complete schematic wiring diagram with description of operation. Manufacturers catalog data will
43、suffice for items of standard manufacturer.1.2.2.1 Track WeldingWelding new sections of monorail track to existing shall conform to AWS D1.1/D1.1M.1.2.2.2 Trade CoordinationThe Contractor is responsible for the coordination of his work with the work of all trades involved and as it relates to the bu
44、ilding structure. Verify all building dimensions that relate to fabrication of the monorail system, and notify the Contracting Officer of any discrepancy prior to ordering the monorail.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 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 m
